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HomeMy WebLinkAbout40009 Harmon Grove Ctai. ORe ABBREVIATIONS ABV -ABOVE AFF - ABOVE FINISH FLOOR AHU - AIR HANDLER UNIT A/C - AIR CONDITIONING ALUM - ALUMINUM AT - ALUMINUM THRESHOLD AB - ANCHOR BOLT AVG -AVERAGE BFE - BASE FLOOD ELEVATION BM -BEAM BLK -BLOCK BLDG - BUILDING BRD -BOARD BRG - BEARING BTM -BOTTOM BUC - BUILT UP COLUMN CAB - CABINET CD - CONSTRUCTION DOCUMENTS CLG - CEILING CLG HT - CEILING HEIGHT CEMT - CEMENTITIOUS CL - CENTERLINE COL -COLUMN CONC -CONCRETE CMU - CONCRETE MASONRY UNIT CONST - CONSTRUCT OR CONSTRUCTION CONT - CONTINUOUS OR CONTINUES CTR -CENTER CJ - CONTROL JOINT DP - DEEP OR DEPTH DTL - DETAIL DIA - DIAMETER DIM - DIMENSION DISCON - DISCONNECT DW - DISHWASHER DR -DOOR DBL -DOUBLE DWG - DRAWING EA -EACH ELEC - ELECTRICAL ELEV -ELEVATOR EQ -EQUAL EQUP -EQUIPMENT EXP JT - EXPANSION JOINT EXT - EXTERIOR FIN FLR - FINISHED FLOOR FIN - FIN EW - EACH WAY FG - FIXED GLASS FD - FLOOR DRAIN FE - FIRE EXINGUISHER FLR - FLOOR FLOUR -FLUORESCENT FTG - FOOTING FR DR - FRENCH DOOR SYMBOL LEGEND: ❑A = STAIR CALL OUT FOOTING CALL OUT - OA = SEE FOOTING SCHEDULE O= KEYNOTE CALL OUT O _ PRE -CAST LINTEL CALL q OUT - SEE LENTEL SCHEDULE LG-2 LEDGER CALL OUT - SEE LEDGER SCHEDULE GALV - GALVANIZED GA -GAUGE GB - GRAB BAR GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR GLS -GLASS GWB - GYPSUM WALL BOARD GYPBRD -GYPSUM BOARD HD -HEAD HVAC - HEATING, VENTILATING, AIR CONDITIONING HT - HEIGHT HB - HOSE BIB HC - HANDICAP INSUL - INSULATION INT - INTERIOR LVL - LAMINATED VENEER LUMBER LT - LAUNDRY TUB LGT - LIGHT MAX - MAXIMUM MATL - MATERIAL MFR -MANUFACTURER MECH - MECHANICAL MTL - METAL MC - MEDICINE CABINET MIN - MINIMUM MLDG - MOULDING MNT - MOUNT OR MOUNTING MO - MASONRY OPENING MUNT - MUNTINS # -NUMBER OC - ON CENTER OGD - OVERHEAD GARAGE DOOR OPNG - OPENING OPP - OPPOSITE OPT - OPTIONAL OH - OVER HANG OH CABS- OVERHEAD CABS PNT - PAINT FINISH PTD - PAINTED PED -PEDESTAL PERF -PERFORATED PLT -PLATE PLYWD - PLYWOOD PKT - POCKET LB -POUND PSF - POUNDS PER SQUARE FOOT PSI - POUNDS PER SQUARE PT - PRESSURE TREATED PB - PUSH BUTTON REF - REFRIGERATOR RECP -RECEPTACLE REINF - REINFORCING REQD - REQUIRED R/A - RETURN AIR HEIGHT OF STEP DOWN STEP DOWN CALLOUT ARROW SHOWS DIRECTION OF VIEW 1 ELEV NUMBER A9 SHEET NUMBER EXTERIOR ELEVATION MARKER 1 < —ELEV NUMBER 4 A15 2 SHEET NUMBER ARROW SHOWS 3 DIRECTION OF VIEW MULTI VIEW INTERIOR ELEVATION MARKER GENERAL NOTES VERSION CHANGES INDEX OF DRAWINGS RO - ROUGH OPENING THE FOLLOWING TECHINCAL CODES SHALL APPLY: VERSION DESCRIPTION OF CHANGES SHT NO: TITLE 1.1 CLIENT COMMENTS - ADDED LED LIGHT TO FOYER CEILING A COVER SHEET RS - ROUGH SAWN SC - SOLID CORE 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, Al FOUNDATION PLAN SCP -SCUPPER ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 2.0 FLORIDA BUILDING CODE 6TH EDITION (2017) UPDATE SCRN -SCREEN A2 1 STAND 2ND FLOOR PLAN SIM - SIMILAR 2020 FBC PLUMBING RESIDENTIAL SECTION 604 3.0 ADDED OFF RIDGE VENT FOR ROOF VENTILATION A3 DETAILS 4.0 PLAN REVISIONS SHLVS -SHELVES 1. TANK TYPE WATER CLOSET VOLUME A4 2ND FLOOR - ROOF FRAMING PLAN S- SHELF & ROD SHH -SINGLE HUNG WINDOW 1.6 GALLONS A5 EXTERIOR ELEVATIONS & ROOF PLAN 5.0 PERMIT COMMENT REVISION SGD - SLIDING GLASS DOOR A6 1ST & 2ND FLOOR ELECTRICAL PLAN 6.0 TYPICAL TRUSS CONNECTOR REVISION SPECS - SPECIFICATIONS 2. WATER - FLOW RATE. A7 INTERIOR ELEVATIONS SQ FT - SQUARE FEET SQ IN - SQUARE INCH PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SNO STRUCTURAL NOTES 7.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE STD -STANDARD SHOWER HEADS 2.5 G.P.M. SN1 STRUCTURAL NOTES STL -STEEL S3M/S FOUNDATION DETAILS STRUCT - STRUCURAL 3. ALL PLUMBING WATER LINES S4 FRAME WALL DETAILS TEMP -TEMPERED RE TO BE CPVC S5 ROOF FRAMING DETAILS THK - THICK THICKNESS S6M/S WALL SECTION DETAILS B - TOWEL BAR T- TOP EL CONCRETE TB VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO SS RETRO FIT DETAILS TOM - TOP OF MASONARY JOBSITE CONDITIONS ST STAIR DETAILS TOP - TOP OF PLATE TP - TOILET PAPER HOLDER THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC S11 PRECAST DETAILS TYP -TYPICAL RESIDENTIAL CODE S12 PRECAST DETAILS UNO - UNLESS NOTED OTHERWISE PA1.0 PRODUCT APPROVAL INFO VAC -VACUUM ❑ PORCHES AND BALCONIES PA1.1 PRODUCT APPROVAL INFO VAL -VALANCE CHAP. 3 PA1.2 PRODUCT APPROVAL INFO VERT -VERTICAL VIF -VERIFY IN FIELD [:1HANDRAILS - CHAP. 3 SH 1.0 HURRICANE SHUTTERS VTR - VENT THROUGH ROOF SH 1.1 HURRICANE SHUTTERS V -VOLT ❑ GUARDRAILS - CHAP. 3 SH .2 HURRICANE SHUTTERS WC - WATER CLOSET SH 1.3 HURRICANE SHUTTERS WH -WATER HEATER ❑STAIRS - CHAP. 3 SH 1.4 HURRICANE SHUTTERS WL -WIND LOAD WP -WEATHERPROOF SH 1.5 HURRICANE SHUTTERS WWM - WELDED WIRE MESH ❑ CHIMNEY & FIREPLACE WP1.0 WATERPROOFING DETAILS W -WIDE OR WIDTH CHAP. 10 WDW - WINDOW W/ - WITH ❑ EGRESS WINDOWS WD - WOOD CHAP. 3 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL 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. A13<- ---SHEET NUMBER 1 INT ELEV NUMBER ARROW SHOWS DIRECTION OF VIEW INTERIOR ELEVATION MARKER ARROW SHOWS DIRECTION OF CUT 1 A11 SECTION NUMBER SHEET NUMBER LOCATION OF CUT SECTION MARKER SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD GARAGE DOORS, AND ROOFING. 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS. (SECTION R308) DIMENSIONING: A. DIMENSIONS INDICATED ARE TO: A.1. CMU WALL: OUTSIDE FACE OF WALL A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF CORE -STUD A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. FURRING\ A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD A.4. WINDOW OPENINGS: A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5. DOOR OPENINGS: A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR FRAME A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER OF DOOR A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH SURFACE TO FINISH SURFACE A.6.1. EXAMPLE: T-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND PLUMB. C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS C.3. FRAMED WALLS EXTERIOR CA. FRAMED WALLS INTERIOR C.5. DOORS AND WINDOWS D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - UNLESS OTHERWISE NOTED E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE STRUCTURAL MATERIAL ABOVE AS SCHEDULED G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE DRAWINGS. L N NARom LENNAR TAMPA DIVSION 4600 W CYPRESS ST, SUITE 200 TAM PA, FL 33607 813.574.5700 1871 ATLANTA NOTICE TO BUIDER & ALL SUBCONTRACTORS' IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLEBLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACKCHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND APPROVAL BY THE DESIGN PROFESSIONAL. N 0 N N v cn Lo P 4 . �����, �r a : o ( ', Q rw : z of 0 z Q W L C 0 �^' U co V) vi V �_ M E t o O 0 2 o �s } Ups �< L Lu 0 Ec m W o FI-) a " Lu W LLI L v- wOH w H ui Q x 2 J M�~ z M z R:D 0Qir¢LLVo0-1O J a Q V H < C3 x z LL 0 z 2 O O ¢ a cyinm�oLL oomZ z C1Lu 0 o Z JOOLLW0oa �zYZzpVCL wQ W¢2 �LL oQ o 0 z Q0¢ L¢ LL �LL ■ O O N OW � = O 0 `M O Q Lf) J LL uj Lq a d ro O Z F__m W W J� CV CO M M O O O T O N O N O N O N O N O N O N 6 N 6 O O e- O 00 (V A O CV 4 O r O 6 O O O e- O N O O ' 0 I` N > O c-i O M O V O LO O CD O rl- L1 Z Z -z O � W � N Uo�o to ~xwm . _ Z Z W F- w �_ _ ~m0Z z � w Q >-wm 5. � Z� TI Q� Z Z U. Oa>- Q 00 w �zz ■ Z r1 =Q0 ~ U Z V O a W � z z z w w N o T_ N LAST PLOT DATE O Apr. 27, 21 . O COVER SHEET j NOTE: WHEN A/C UNIT REQUIRED TO BE ABOVE FFE PLEASE PROVIDE CANTILEVER PLATFORM - PROVIDE (1) #5 IN GROUT FILLED CELL AT EACH BRACKET. ALL CELLS TO BE FILLED SOLID W/ GROUT. 0 Ln J v HE ELEV (-) 30'-0" 1� 6' X 3'Lw 1 4'-8" 5'-4" 1 _ 3'-4„ 3'_4" 3'_2" 5'_2" I 6_0 FA 1 2,_011 1 1 1 HB Q Q Q Q C Q A I 1 F—2 I— IB 1 1 I 1 � I 1 o 9 I N I I N 1 I � I 1 V-211 714" 1 LAV C.J. —SINK — 4 — — — — — — — — — — — � — — — — — — — — — — — — - -I-- d I 6 O o �� I 1 I w I 5 o I 15'-3 3/8" 6-3 1/2" j in CC I � S3 N 0I N 10 1 II II II N I II d _ I ELEV. I 1 I 8 (_) 0'- 4" =U- U� III CP c� n II H` — — CJ I - m 2'- W i Ell II CC S3 1 10'-8" 9'-10 7/8" 04 I Li I _ II 13 III �3 c I 1 �L� I 13 B B I L13 J a � J 03 6O I S3 I 1 3 UI 1 3_1 3_5" I_ ,� 1 K3 1 1'-10" 10" 16'-0" 10" 1'-10" 1 71 A 1, 1 , 1 30'-0" 11 FOUNDATION PLAN - ELEVATION B 1 /4" = 1'-011 ELEV 03 1/2" A7 = 9 F_ c0 It v ELEV. AT 0'-0" (8" MIN. ABV. GRADE) (TYP) 3-1/2" MIN. 2500 PSI CONC. SLAB OVER • 6 MIL VISQUEEN VAPOR BARRIER MECH. COMPACTED FILL TO 95% OF • MAX. DRY DENSITY TREAT SOIL W/ TERMITE POISONING OR • BORACARE TREATED LUMBER IS AN ALTERNATIVE TERMITE PROTECTION TO SOIL POISONING (TYP) NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS IN ACCORDANCE W/ AC1224-3R p = FILLED CELL W/(1) #5 VERTICAL 0 = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB C = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS PLUMBING NOTES: FBC 7TH EDITION (2020) PLUMBING SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS. LICENSED PLUMBER TO VERIFY AND HAS THE AUTHORITY TO CHANGE AS NEEDED. 10 KEYNOTE LEGEND I KEYNOTEI ANNOTATION 10 1/2" DP X 9 1/2" WIDE RECESS 20 1-1/2" DP X 8" WIDE RECESS 3� 1-1/2" DP X 13" WIDE RECESS ICE MAKER LINE SINK - KITCHEN O REF 7D WASHER 8� W/H 9O UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 12 42 x 42 A/C CONCRETE PAD 13 BEARING WALL C FOOTING LEGEND TAG TYPE SIZE REINFORCING C THICKEN EDGE 8" x 8" DP (1) #5 CONT. C MONO FTG 20 x 20 DP (3) #5s CONT. C PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY C MONO FTG 16" x 12" DP (2) #5s CONT. N O N N st Ln Cl 0 Ln Q Z w O 0 w 0 z Q ^` N u) E o L -00M _(D N u4 M M, 0 o �s D tT. 2 o c � uag �< N w C) C W ` 0 C M 5 0tll ( W0� n/ w W F_ w�_j w�Yzw z O LL w Q= Jw0� w LL L)00,J 0 Q Q U moo zLL,�oz2�o�¢Q F- �Jcnw�oZoYoom0 U z C'1 � �(noz ��a�zIIIYeazV5 Ill 0LU OQ o 0 aQQ Q U. O O fV _OW Ln = O �_4 1,O O O Q tn- JLu Ln I� Q } Q O z z z�~ w Lu O9.0 N ma�a0000� O N O N O N O O N O O N O N N O N A N O r 0 GO p 0 N 0 0 O O c CO 0 ` 0 N 0 M 0 � 0 � 0 Co. 0 � \� Li Z z Z C owv.' U U � 5; �O`a ZwMa Lo z jZ =m0z 1 Z 3 LL Q i'2Z0: T--1 0- Z Z 0 w I� OJ22 >.. < 00 VZU W � z rl lac g a 0t� 0 m a z Z J w N 0 � N LAST PLOT DATE o Apr. 27, 21 FOUNDATION . z 0 J PLAN B s ;•01, • ICONC. PAD Lw NOW DINING ROOM 12'-0" X 9'-5" 8'-8" CLG 7 5/8" 4„ 2 -4 3/4 1 11 3 1 6 9 J�l 1 0 0 z B 6" PLUMBING S6 STACK WALL N r FAMILY ROOM I 17'-11" X 13'-3" I 8'-8" CLG I T-8" 4'-8" I 1 iV 2X4 KNEE I WALL, TOP °O AT 34 1/2" , REF TILE p p 0 O O KITCHEN DWI 14'-1" X 9'-6" SINK W/ 8'-8" CLG DISPOSAL J S6 Q 1 OOD/ RANGE U APANTRY c000 N / N lo CV 4" INSULATED �20 PROTECTIVE BRG WALL MIN FIRE p BOLLARD RATED DOOR S3 W/ WEATHER STRIP CC S3 4" INSULATED BRG WALL CC TWO CAR GARAGE 20'-0" X 20'-1" — I PDWR RM -8'-8" CLG I I 0 N �t LINE OF FLOOR ABV 42" H. LOW SLOPED WALL co _ Ar, 6" HIGH CONT. FOYER RAILING p----- 5 S3---- CARP T 4LLI LINE OFGARAGE IN— -----3 TILE OPEN POSTION i 2 1 iv �_ 11 I� M I I r DP ' I I � \ 3 2" HD AT 73 o EMP.G S Co 1 2'-9" 16070 I V-2" ENTRY LINE OF 8'-8" X 4'-4" STRUCTURE ABOVE 2'-8" 16-0" 2'_8" 7'4" 1'-4" 21'-4" 8'-8" 30'-0" A7 FIRST FLOOR PLAN B 1 /4" = 1'-011 7 5/8" N F- =Q o� N N m -o 14- w� TIE BMK1<& AT 8'-8" 2bo Go m w 1= Q A3 NOTE: PROVIDE R-11 F.G. INSULATION IN EXTERIOR WALLS, INCLUDING BEHIND RIM JOIST IN FLOOR ASSEMBLY PROVIDE R-11 F.G. INSULATION IN WALLS ADJACENT TO ATTIC SPACE NOTE: 1. SEE SHEET S-11 , S12 '1873' FOR LINTEL CALLOUTS & DETAILS 2. ALL EXTERIOR HDRS AT OPENINGS ARE (2) 2X6'S UNLESS NOTED OTHERWISE 30'-0" LINE OF ROOF BELOW 27'-1 1/4" DRAIN SHWR HD & VALVE R & S (4) 16" DP SH I 2068 BF — w 2668 OWNER'S BATH 6q�w m 6-8 7/8" 5'-4" U 4' 6 FLR — B LINE m S6 WD 1 W.I.C. O . 06 v a TB LO WATER -1 S & R CLO ET N — — — — — R & S (2) 2068 BF TP BEDROOM #2 J 10'-11" X 10'-0" 8'-0" CLG S6 LO ~ N W ¢ vn U' ow q 2'-10 3/8" 2'-10 1/2" 4" 1'-3 1/2" 6" WALL — BATH #2 7 A7 TB R&S — (2) 2068 BF BEDROOM #3 10'-0" X 11'-1" 8'-0" CLG 9 A7 2'-10 3/4" SH 25 HD AT T-3" EGRESS 'v I OWNER'S SUITE I 14'-7" X 12'-8" 8'-0" CLG I I I I TOP AT 18'-0" ao 0 F- 50 I LOFT I 14-7 X 9-1 11 N AHU 8'-0" CLG j LO A/C RETURN N o —UNDER DOOR I = 2652 1 3'-4" 1" 2'-11" 1'-2" 4'-10" T-8" 1 4'-115/8" � i68 " W/S AT 60" AFF I A �22"x36'� __ DN UT TY 16 -- - 42" H. M ATTIC ACCESS 2868 8 " L — — 4° w 6 L _ 15 LOW N FRAME w U WALL WALL 14 H UA7 8 zo 42" H. D ----13 rHANSEN - SL PED 568 LOWOX 1 2668 TYP. — R&S 4Q(2) 2068 BF (4) 12" DP SH BEDROOM #4 9'-10" X 9'-11" 8'-0" CLG / SH 25 SH 25 4" H7'-2" HD AT T-2" D AT FRAME EGRESS EGRESS WALL 5'-4 3/4" 10'-8 1/2" 5'-2 3/4" 21'-4" 30'-0" SECOND FLOOR PLAN B 1 /4„ = 1 '-011 �i ►i ►i ►i OPEN TO-) BELOW 011 '. ►i ►i © ©0 ►i 00 ►i �i •i ►iRAME 9 k7 N 3 A3 GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. N O VERIFY ALL WINDOW AND DOOR ROUGH OPENING C SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. N v INSTALL RND DRYWALL BEADS AT HORIZ & VERT .,� r;,-y. o CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS Co LO NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE a „'F ° o ° C� W SMOOTH FINISH. 0 LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND i O THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE.'' A ALL ANGLED WALLS TO BE 450 UNLESS NOTED , z 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) � > O N o APPLIED TO THE GARAGE SIDE. M MN 5 NU -0 -0 00 M TOWEL BAR - (T.B.) = 56" A.F.F. 'L ` i C') TOWEL BAR ABV. TUB DECK = 36" ABV. TUB DECK 0 ` 8 TOILET PAPER DISP. - (T.P.) = 20" A.F.F. U m ¢ 2 ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. N V w QN "c ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. t` o CORNER SHELF = 56" A.F.F. a ^ o, a 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 (i NON -BEARING 2X STUD W/ 1/2" GYP. BEARING WALL 2X 16" O.C. w w w w o W/ 1/2" GYP. WN W UJ w o Q d to z Q Q V =00 zwLL°z2°oz�- ❑= FILLED CELL W/(1)#5VERTICAL Z) QQ ~O (0UJaz1wZz�p¢� a ®=FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB Z �o�0g��-�wo�c��¢ p= FILLED CELL W/(2) #5 VERTICAL o a ° o° u- O = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) M STAIR DATA O STAIR Ly O MARK RISERS TREADS LANDINGS TOTAL RISE N Z A W 16 AT 7 9/16" 14 AT 10" 1 10'-0 3/4" U SQUARE FOOTAGE: in O AREA PROPOSED Q to J N Ln FIRST FLOOR LIVING 780 z V) LL- SECOND FLOOR LIVING 1090 TOTAL LIVING SQ FT 1870 a rti ' ' q) ENTRY 38 Q Q O GARAGE 443 z z F--: TOTAL SQ FT 2351 z wLU INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-11/R-13 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) ALLOWABLE WIND SPEED DESIGN PRESSURE (140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30 ft. Importance Factor-1.0, End Zone= 4 ft) As per Florida Building Code 7th edition (2020), Residential Table R301.2 (4) (Wind Speed Conversions) CD 00 00 O O O Nand ASCE 7-10 Methods N �- r- � N N N N O O O O O o 0 WALL TRIBUTARY A A O O o0 cV A AREA (ft)2 N OO - - O Co INTERIOR END N 4 O 0 0 0 N 10 39.4 -42.1 39.4 -51.8 O O C 0 m O o 0 0 0 0 50 35.2 -37.3 35.2 -43.7 CD i (V M d LO(O ti 100 33.4 -35.6 33.4 -40.5 W' GARAGED 30.0 -33.9 30.0 -33.9 �/ Z Z 11 !2Wwv� r Q ¢ O a = Q LO Z Z�~~ = m 0 Z ff nn I- z IvZ�J Q �2zwrl �Zz 00 0a}, < �_nzz Z r-1 = ¢ Q OU �wmm • �c o Z g a ~ z w J LU N r N LAST PLOT DATE o Apr. 27, 21 1 ST & 2ND FLOOR zQ j PLAN B A3 NOTE: HANDRAIL TO COMPLY w/FBC 311.7.8 AND TO BE 34" TO 38" ABOVE LEADING EDGE OF TREAD. / i HEADROOM AT STAIRS TO BE 6'-8" MIN. 42" H. SLOPED LOW WALL / STRUCTURAL LIVE LOAD @STAIRS / =40PSF. / N / / —�- - - - - - - - / - - - - - SEE SHEET ST FOR STAIR DETAILS / —I- - - - - - - - - - - - - - / / / � 2 � A3 --- LANDING e a e STAIR SECTION 1 /211 = 1'-0" (3) 2X12 STRINGERS HEADROOM IN STAIRWAY SEE SHEET ST TO BE 6'-8" IN ACCORDANCE FOR STAIR DETAILS W/ FBCR R311.7.2 1" NOSIN 10" RISERS CUT FROM 1x MATERIAL is TREADS CUT FROM a, 2x MATERIAL r� STAIR DETAIL 1 /411 = 1'-0" (3) 2x12 STRINGER LOFT ENGINEER TRUSSES 1/2" DRYWALL PWDR BATH ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIRS SURFACE AND ANY SOFFIT PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR 302.7 STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE - ALIGN EXT. FACE OF SHEATHING W/ EXT. FACE OF CMU BELOW 2X8 #2 SYP P.T. BASE PLATE SET TIGHT TO SHEATHING W/ 1/2" EPDXY ANCHOR OR 1/2" J BOLT W/ MIN. 7" EMBEDMENT AT 32" O.C. AND 6" FROM EACH END — 8" KNOCKOUT COURSE W/ (1) #5 CONT. — SEE FOUNDATION PLAN FOR FILLED CELL SPACING. ---_ 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.G. W/ (2) SIMPSON MSTAM36 STRAP EACH STUD�(1STRAP H EACH SIDE) DCENT �� NAILS AND (8) 1/4" X 2-1// 4" TITENS INTO GROUT FILLED CMU - STRAPS TO BE ATTACHED DIRECTLY TO CMU * CENTER OF STRAP AT T/WALL TYP. U.N.O. SEE PLAN d \ w O Z w w U) NOTE: 1. GROUT TOP (2) COURSES SOLID 2. MAX. WALL HEIGHT 20'-0" AT 140C WIND PRESSURE. IF CONDITIONS ARE EXCEEDED, CONTACT E.O.R. 3 WALL SPLICE DETAIL N.T.S. N O N ti N �q co W O w Q ^N, >Od o W L '= 'O c? Cv) N4- tn 7 N V -0-0- v a ��- M C 2— C t O �MIEN :)O 28 uag °'# •N w sz: N C ^` W L O E�? m 70 W (' w ❑Lj ui WpF- W- Q~¢ w W - Z w Z ¢❑X-j(n0O�w(nu-c�0LL-10 OZOWO�mZ=) 0 0 �WZ 0a>zw0E-ZLL ¢p � -'¢a0ZQ�ZZ 0WL) a co 0u- Z O 5 Boa Qf-LL o—Qwo�c�❑¢ �Q9¢ LL a p O N OW = O z > 1-4 kD O `M O (Al Lf) d J U') LL aLq Iaace � z Z w Jo J � N N N N O N O N O N O N O N O N O N A A O O 00 N A N O O O N 4 o �� O O d) O O O N O O 0 .- o N O c M o 'r O to o CO O r` 1I..L.Z ..�. Z Z O owcl) W0 Q 20�< 0wwm Lo Z ZW~~ g M02 �-= = ('z�w Q ICL Muj ,-� Z Z Z =Qp �c g 0V 0 a z A3 z J N Lu N LAST PLOT DATE o Apr. 27, 21 Z 0 DETAILS J 0 v co 5z M 0 ao i,1 LL THIS IS A TRUSS PLACEMENT PLAN. ITS INTENDED TO AID IN THE INSTALLATION OF TRUSSES. ENGINEERED TRUSS DRAWINGS AND ARCHITECTURALS SUPERCEDE THIS DOCUMENT. ESTE ES UN PLAN DE COLOCACI6N TRUSS. ESTA DISENADO PARA AYUDAR EN LA INSTALAC6N DE TRUSSES. LOS DIBUJOS Y AROUITECTURAS DE INGENIERIA DE INGENIERIA SUPERAN ESTE DOCUMENTO. NOTE: NOTE: MULTI -PLY GIRDER CONNECTION. DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOTE: ALL PLIES SHALL BE FASTEND TOGETHER (BOLTS, NAILS, AND OR SCREWS) PRIOR TO NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARRY THE LOADS IMPOSED BY INSTALATION AND BEFORE ANY LOADS ARE APPLIED. PER THE SUPPLIED ENGINEERING CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 THE TRUSS OR TRUSSES, AND MUST BE INPLACE AND IN SERVICE BEFORE THE TRUSSES SHEETS. ARE SET IN ORDER TO AVOID REPAIRS. NOTA: NOTA: NOTA: CONEX16N DE VIGA MULTIPLES. NO CORTE NI ALTERE LOS TRUSSES SIN EL CONSENTIMIENTO DE ESTA OFICINA. NO SE TODAS LAS PAREDES DE RODAMIENTO DEBEN SER DISENADAS ADECUADAMENTE PARA TODAS LAS CAPAS SERAN RAPIDAS JUNTAS (TORNILLOS, CLAVOS Y TORNILLOS) ANTES DE LA ACEPTARAN CARGOS ANTERIORES SIN APROBAC16N PREVIA POR ESCRITO DE NUESTRO LLEVAR LAS CARGOS IMPUESTAS FOR LOS TRUSS O TRUSSES, Y DEBEN ESTAR EN INSTALACION Y ANTES DE APLICAR CUALQUIER CARGA. POR LAS HOJAS DE INGENIERIA DEPARTAMENTO DE SERVICIO EN CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 LUGAR Y EN SERVICIO ANTES DE QUE LOS TRUSSES SE CONFIGUREN PARA EVITAR LAS SUMINISTRADAS. REPARACIONES. 1'-11 1 /4" 2'-0 3/4" 26-0" FRAMED BY BUILDER Uj LL FT1 II BELOW FT4 FT5 Ik I \-- FG1A r-- L-- a —� — \ .o. ��l I II Ii I II II 0 BEARING HEADER FT611 BEARING FT3A WALL II 1 FT711 0 •0 LINE OF FLOOR ABOVE FT7 SETS CI� TOP M 11 II 11 11 I' I II II II II II L-7 BEARING WALL LL FT2 FT2G �r 1 FT9GE -1 4 CANTILEVER FT8 21'-4" 8'-8" SECOND FLOOR - FLOOR FRAMING PLAN 1 /411 = 1'-011 PLUMS ( (V e- 00 N o_ C e c e n,1 SECOND FLOOR - ROOF FRAMING PLAN 1 /4„ = 1'-011 12 0 CJ3 CJ1 rl�FEI? TO LNG, FAa 150� CONNECTION, CJ5 M U to U III II II II -O- 5/ 16" 21 -01 1 fYPIC& 7' 5�TPACK COIIW\5�f LAl3�AC4 ANP 5PACIN6 t7YVY.l //% YA I/ 11 �11 16 21 -011 TYPICAI, 5' 5�TACK C0FMF,5�f LV�ING ANb 5FACIN6 TRUSS NOTES: THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR CALCULATED REACTIONS. ALL MODIFICATION TO BE REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. PRIOR TO CONSTRUCTION. TYPICAL TRUSS CONNECTORS 1. ALL CONNECTORS ARE "SIMPSON, STRONG -TIE". U.N.O. 2. USE MTS20'S OR H1OA'S FOR ROOF TRUSS TO FRAME CONNECTIONS. 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES W/ MTS16'S. 4. USE HETA20 FOR ROOF TRUSS TO MASONRY CONNECTIONS. 5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY CONNECTIONS. 6. USE (2) HTS30 OR H10A FOR GIRDER TRUSS TO FRAME CONNECTIONS. 7. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. 8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS. DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. HANG�F CHAFT AL= HUS 26 da = LUS24 J L = THA 422 \= HHUS46 ( SIMPS❑N) (SIMPSON) (SIMPSON) ( SIMPSON) Lkded End Mark ATTENTION! DONT LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAL: CONSULT BCSI -81 30' Span or I ss 30' to 60' Span Spreader Bar \ 60 degrees y or less 1/2 ►i �` 2/3 to 112 -� Ta line span approx. Ta line span approx. REFER TO BCSI -131 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. General Notes 1) All parallel chord trusses, flat trusses and flat girders have the top chord partially painted green to be installed green side up. All hangers to be Simpson HUS26 unless otherwise 2) noted. All truss spacing is 24" O.C. unless otherwise 3) noted. Per Truss Plate Institute BCSI-131 recommendation 4) permanent X-bracing should be placed at a maximum spacing 15' O.C. across the span, to be repeated at a maximum of 20 between each X-brace throughout the structure. Please refer to BCSI-B1 for any additional bracing details. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCLL = * PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.25 % WIND SPD/TYPE = 145 ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON = 9.2 PSF DESIGN CRITERIA FBC 2020 TPI 2014 Truss member design & connector plates are designed for ASCE 7-16 and maximum forces from both components and claddings and main wind force resisting systems. * These trusses have been reviewed to carry an additional 10# psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDULE I CLL = 40 PSFCDL = 10 PSFCDL = 5 PSFOTAL = 55 PSF UPLIFT BLOCK A0000MR, IF MEMO NO, OAD DESCRIPTION INIT. DATE 01 BASE LOAD JMD 07/01/15 01 LCTEXTENDED FT3A JMD 08/07/15 01 ADD FT7 JRH 10/21/16 01 [RE LC9 JTH 12l7/17 O1 CHANGED HANGER TO SIMPSON RDP 03/08l18 01 REV. FLOOR BRG. JRH 3/4/202001 REV. FLOOR SPLICING JRH 8/6/2020 01 UPDATED FOR LCA SHM 1/15/2021 CARPENTER CONTRACTO RS OF AMERICA 3900 AVENUE & N. W. WINTER HAVEN FLORIDA 33880 PHONE: (800) 959-8806 FAX: (863) 294-2488 BUILDER :LENNAR HOMES/CENTRAL PROJECT :VARIOUS MODEL :1873 AMERICAN DREAM/B CCA PROJ/MODEL/ALT .7A2 1871B ALT DESC: OTC LOT BLOCK FEIGNER PAGE . JMD DATE 1 07 01 2015 1 LAN# SCALE .N319839L 1/4,, jr ??? 11/18/02 9:52 AM CCA48.dwg N 0 N N LO 0 co LO z W O y. W � z• Z E W L 'r �O ^ U 0 Mom' S N O- 0 a E 0cn O t O¢ .N V Lu Q W L cO E cri -5 a W W ow ~ WL- w�Oc LU c Z �¢0W Q0J0 (' Q �IO ,UZH <OxJI O200l—¢P oZZ�W°woZoWmZLO0jELV5LLJW (/) U- Z �¢O � WO2U2WQO2H6¢ CL < ODZ¢cOQ LL O N O W =j O �p 0 QuiJLn U- Ln z<aa < Z H W Z Jo J N coaoa0000� O O O O O O O �— N C6 N C6 N O N O N GO N CV N A N N t 0 o t � CA M „ CA ono O O N OC) 0 0 CD 0 0 1� L > r- O N O M O d' o L0 0 CO 0 ti Z Z Z o � V W lA QQ OW a.Z �•— T Z ZW~� Z �m0Z F— Q 2z W �-�ZE rl �Zz Oa 00 Q uj (nzz • � z T.-I z0 2QO U v 0 g a m� A4 z Z w W N0 o � N LAST PLOT DATE Apr. 27, 21 2ND FLOOR ROOF .. z Q FRAMING PLAN ! _l _I __ r — � r d1.l3, n •rC L wr �^� 1 !II I. I L � __ 11 ,. I I _ I 1�___ ! "•l' 1 II�N. PROVIDE FILLED SOLID CMU ABOVE LINTEL TO TIE BEAM 6" X 1"THK FLASHING CEMENT PLASTER BAND PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. 16" X 1"THK S H10A-2 () STAGGERED, SEE DETAIL 11/A5 CEMENT PLASTER 1'-3" ROOF FINISH PER ELEVATION BAND UNDERLAYMENT ROOF SHEATHING ELEV AT 8'-8" DRIP CASING BEAD 12 T.O.M. AT BOTTOM OF 15 METAL DRIP STUCCO BAND EDGE (S) A23 6" X 1 "THK CEMENT 2X4 FASCIA PLASTER BAND ALUMINIUM 2'-0" WRAP (S) A23 ALUMINUM 5/8" STUCCO ON SOFFIT CMU PT 2X4 LEDGER ATTACHED TO WALL W/ 3/16" TAPCONS W/ MIN 2-1/2" EMBEDMENT 6" O.C. BTM AT 7'-6" SOFFIT DETAIL 3/411 = 11-011 PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED LEDGER DETAIL 3/411 = 11-011 E3 1'-3" CONTROL -JOINTS CASING BEAD W/ WEEP HOLES OVER FLASHING SHINGLE ,-- ROOF CONTROL JOINTS I ININININININININI INININININIENNI:m] INININININININIMI lmiml�mmiml �mi FRONT ELEVATION B 1 /411 = 1 1-011 ti 12 CASING BEAD W/ WEEP HOLES §1ZI OVER FLASHING ELEV AT 18'-0" 7/8" STUCCO o w CONTROL 10 ON FRAME - iV _ - - JOINT 5' _ WEEP SCREED 5/8" STUCCO F_ ON CMU T.O.P. ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" T.O.M. A/C UNIT AND PAD m ELEV AT 0'-0" 1 ST FLOOR FF �-- GRADE LINE 3 REAR ELEVATION B 1 /8 - 1 -0 12 15 WEEP CREED r -I ASSUMED GRADE 12 n �5 5. 7/8" STUCCO ON FRAME ELEV AT 18'-0" CASING BEAD Wl T.O.P. �1 I II I 11 3 -8 7 -4 I !I 19 -0 WEEP HOLES OVER FLASHING 7 # 12-0 13-8 12-0 1 11 1 -ll 0 5 ELEV AT 10'-0" - O ~ 2ND FLOOR FF _ — — — — — — — — — CONTROL JOINT c = "� CONTROL JOINT I I - - - - - 1s ELEV AT 8'-8" i 4'-0" OFF I - T.O.M. I 0� RIDGE I WEEP -JIb ROOF I SCREED 2_p „ A/C UNIT VENT 1 AND PAD I I I ELEV AT 0'-0" I 1ST FLOOR FF I I GRADE LINE 5/8" STUCCO ON CMU 1 RIGHT�F- 1 4 8 10 1OP 5:12EVATIO11 5102P1 I I I I 6 12 5 STUCCO 5• w `- --H ON FRAME ON ON n u _ III ELEV AT 18'—011 I � T.O.P. I 11 1 1 11 12 -0 1 1 8 -1 0 1 11 12 -4 z = C? ELEV AT 10'-0" O F_ 2'-0" 2ND FLOOR FF CONTROL = CONTROL JOINT JOINT SLOPE �-5:12 SLOPE - - - - - - - ELEV AT 8'-8" I 5:12—� — — — — 5 - - - - - - - - - - T.O.M. SLOPE WEEP co I 5:12_ co A/C UNIT 21-pll SCREED _ L---- — ------ AND PAD Fb 5/8"STUCCO ate 1'-0" 11-01 ® ON CMU ® ELEV AT 0'-0" - - - - - - - - - - 1ST FLOOR FF GRADE LINE ROOF PLAN B 1/811= 11-011 LEFT ELEVATION B 1 /811 = 1 1-011 GENERAL NOTES: FLASHING NOTES: * G.C. VERIFY ROOF RITCH DRAWINGS. REFER TO FBC RES 2020 (7TH EDITION), SECTION R703.4. AND ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12) R903.2 APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED AT ALL ROOFING SYSTEM INTERRUPTIONS, TERMINATIONS, IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF INTERSECTIONS, PENETRATIONS AND IN THE EXTERIOR WALL ENVELOPE SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL ROOF CRITERIA FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT - 12" OVERHAND U.N.O. WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED ' - PLUMB CUT FASCIA CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE - ROOF PITCH PER ELEVATION FOLLOWING LOCATIONS: - WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A - SHINGLE LOADING MANNER AS TO BE LEAK PROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES ELEV AT 18'-0" ROOF VENT CALCULATIONS: 28 MM) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF HE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL T.o.P. FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT APPROVED BY THE BUILDING OFFICIAL. LOCATIONS, QUANITIES, AND SIZES. ROOF VENTS SHALL BE 2• AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING �- — 7/8" STUCCO INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR LIPS ON BOTH SIDES UNDER STUCCO COPINGS. ON FRAME EQUIVALENT SYSTEM PER FBC 7TH EDITION (2020) SECTION R806 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. CASING BEAD W/ FORMULA = S.F. / 150 (1/150) * 144 (TO CONVERT TO SQ. INCHES) = WEEP HOLES OVER 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES DECKS OR STAIRS ATTACH TO A WALL FLASHING NET SQ. INCH REQUIREMENT OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. ELEV AT 10'-0" ATTIC AREA = 1222 SQ FT 8. WHENEVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION. 2ND FLOOR FF 9. AT ROOF CRICKET OR SADDLE. VENTILATION REQUIRED = 586.56 SQ IN 10. AROUND ROOF OPENINGS. * EGRESS NOTE: VENTILATION PROVIDED AT RIDGE = 276 SQ IN ELEV AT 8'-8" EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS _ T.O.M. VENTILATION PROVIDED AT SOFFIT =1008 SQ IN CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH FLOOR ROOF FINISH PER LINE OF THAT PARTICULAR ROOM 12 —15 ELEVATION ROOF SHEATHING ATTIC VENTILATION MANUFACTURED ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA ROOF TRUSS BUILDING CODE 7TH EDITION (2020) RESIDENTIAL R806. THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE METAL DRIP EDGE REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE 2X4 SUB -FASCIA THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE 2X2 #2 P.T. MIN. W/ UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER ELEV AT 0'-0" J-CHANNEL SECURED @ 1'-0" ALUMINIUM WRAP VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET MEASURE VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF 1ST FLOOR FF 24" O.C. FASTENED TO ALUMINUM WOOD W/ 0.148" x 3 @ � �" THE SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. 16"O.C. SOFFIT NOTE: G.C. / BUILDER TO VERIFY/ PROVIDE SOFFIT MATERIAL SPAN CAPACITIES CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND PLAN. (VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SNO AND IN RIDGE VENTS - 15 SQ. IN. OF NET FREE AREA / LINEAR FT. ACCORDANCE WITH R704.2 FBC 7TH EDITION (2020) - RESIDENTIAL * OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA / UNIT * SOFFIT VENTS - 7 SQ. IN. OF THE NET FREE AREA / SQ. FT. SOFFIT DETAIL - 8" TRUSS HEEL IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE 6 it PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER 4 _ - APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION * LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA / FT. ROOF FINISH PER SHINGLE AND UNDERLAYMENT NOTE: 1215 ELEVATION ROOF SHEATHING ASPHALT SHINGLES ARE IN ACCORDANCE WITH TABLE MANUFACTURED R905.2.6.1, FBC 7TH EDITION (2020) - RESIDENTIAL ROOF TRUSS SHINGLE UNDERLAYMENT SHALL COMPLY WITH SECTION 905.1.1, FBC 7TH EDITION (2020) - RESIDENTIAL •' METAL DRIP EDGE GENERAL NOTES: 2X4 SUB -FASCIA 2X2 #2 P.T. MIN. W/ ALUMINIUM WRAP J-CHANNEL SECURED @ 1'-0" APPLICATION OF STUCCO (EXTERIOR PLASTER) MUST BE INSTALLED IN ACCORDANCE WITH FBC R703.7, ASTM C926 24" O.C. FASTENED TO AND C1063 CMU W/ 3" LONG T-NAILS ALUMINUM @ 24" O.C. SOFFIT NOTE: G.C. / BUILDER TO VERIFY/ PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SNO AND IN ACCORDANCE WITH R704.2 FBC 7TH EDITION (2020) - RESIDENTIAL SOFFIT DETAIL:1 7 - d = - 6" 1" All N (V o o EPS 00 ii Z FOAM iv 5" 1 " 13" Ill _„ (V CV oOD EPS ii FOAM N'SLOMLWI��� N 0 N h N v 000 ul w •, y� , e .t.� E, w z 00 C U N 7 M 2 0 2 8 } o g " L U I3- < `V) w CQ W L O C M a a a a LLI 0 LLB Dui vi wo w�Fg- �g_3 ��YZO: z Q�2 JWo�:wwu_Uoo Jo Q U D(�X Zw OzmO l.-Q~ cnww OWOZmZj U (�0 W Z J�,aozYeaz ,�0Wo�J gw$ Vim¢ ¢~wo��N oQ o a o¢Q w a O O OW V) = O CD Q U) tD M In ((J)/) LL waa-4 Lq cn z�� 00 Z WLLJ o J N c�coao000 T-- T-- T.- N O O N CD N N O N O N O N N C6 N I,o 6 O O 0) O CO N � A o N 0 T.-0) 0 00 O O � O � N 0 O N C L 2 i 7 O N O M o �' 0 to 0 CO 0 ti z ZO � U5EE W W !A r� oz 1 W •y Z z LU w H =m0 uj Z mZ w mzx rl 0_ a Z Z LL. 00 Q L)a>-, �Zz ■ z T--I m a p �t z U g v a 0 W � z Z z w J Lu N o NLAST PLOT DATE 0 > Apr. 27, 21 ZEXTERIOR 0 i ELEVATIONS & ROOF PLAN A/C DISCONNECT WP GFI ELEC METER `— LINt Ur STRUCTURE ABOVE FIRST FLOOR ELECTRICAL PLAN B 1 /4„ = 1'-011 SECOND FLOOR ELECTRICAL PLAN B 1 /4" = 1'-0" NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN BATHROOM LAUNDRY ROOM EXTERIOR WATERPROOF GARAGE GENERAL PURPOSE RANGE 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR TH INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE NFPA 72 2016 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO 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 NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS FRO GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST T FROM BATH DOOR. NOTES: EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE -HINGE DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL PROVIDING TRACEABILITY TO THE MANUFACTURER AND PRODUCT. 200A INDOOR PANEL CENTER 10 #15 copper to lights & outlets 1 00 AMP 200 #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer METER 2/0 or 4/0 SER Alu MAIN O 200 amp 150 amp Disconnect POWER CO. FEED 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to footer steel GROUNDING PER 250.60 AND 250.52 NEC TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS ELECTRICAL DETAIL: DOOR JAMB TRIM BASE TRIM _INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH -SWITCH 1/2" DUPLEX _ OUTLET M 0 0 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 Q STRUCTURED WIRE OUTLET - SWITCH AT 36" 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER -o DIMMER SWITCH AT 36" --0 PUSH-BUTTON DOORBELL {A - CLG MNT LT FIXTURE } CLG MNT PREWIRE - FIXTURE BY OWNER } SURFACE MNT FIXTURE {�} WALL MNT FIXTURE NOTE: ND OPALEX - ALTERNATE TUB/SHOWERCANS MAY BE 0 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY C RECESS CAN OR LED OWNER C 50W PAR20 NFL 4" MINI ROUND RECESS 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL ELF} CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ © SMOKE DETECTOR C SMOKE DETECTOR -U-18- UNDER CABINET 18" -S-18- SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24- SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP U-36 = UNDER CABINET 36" S-36 = SINGLE 36" FLUOR STRIP D-36 = DOUBLE 36" FLUOR STRIP S-48 — SINGLE 48" FLUOR STRIP D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT 96: 24 ­B 24" VANITY LIGHTING E 36 :;� 36" VANITY LIGHTING 48 48" VANITY LIGHTING ® EXHAUST FAN/LIGHT ® EXHAUSTFAN p DOUBLE FLOOD LIGHT W/ COVERS AND U 15OW PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR ® CEILING MNT SPEAKER ® CHIMES (DELETE W/ INTERCOM) 1� MASTER STATION >D ELEC PANEL ® VACUM OUTLET AT 12" L/RAICEILING RETURN AIR (W/ SIZE) ® A/C REGISTER C THERMOSTAT ® SECURITY PAD In ELEC METER ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. J AA,, h E W VJ i >_ O ; o Q M N (� f�' Y —0 w ' W MOO 4 L r _O ° u_ 8 Q •� s U6/'�� iu N W C)- c� E N c s` o - �a 5 LU °�(6 - w°� w ELLLYZDQ M2_j w �Z W Q�i(J00,wN'U020�0 Q Haxi0220°t-QP z9zOOwOOmzj 0 Wa�ZIa, 0zYnzLLpw0Ua.° iL Z0WW�ww°QWUQ Oo D<Q a O O N o"' O M N z V) LL Q (Al M L0 Ln F— a 0- rfj Z HDO J w z CD �O d' N coa000000� r- o �- 0 � 0 N 0 N 0 N 0 N 0 N N N O N O N o0 N N N A N 4 o) 6 O O CV O O O O r- O C >1 -I 0 N 0 eM 0 1 41 0 LO* 0 1 (D 0 Lam. LZ Z Z Z O Lu �wv� Uo>o �— 0 X LLI .� �� z ZwI-Q H =m0Z OzW Q Z Z Z LL LU ILU Og2z MF Q w U SQ Z z • Z T__1 Z0 2¢O ~ U V O a W � z A6 Z w LL, N LAST PLOT DATE o May. 4, 21 1 ST & 2ND FLOOR z}' 0 J ELECTRICAL PLAN B N i 0 M 1" FILLER 5 MASTER BATH 1/2 — 1 -0 3'-6" 2" FILLER KITCHEN 1 /2" = 1'-0" FILLER 1 1/2" FILLER / HOOD 4" BACKSPLASH RANGE 2'-6" PANTRY / V-6" SKEWED 1 1/2" FILLER tV e- 0 M N 0 M 2" FILLER 1'-9" X-0" 1 1/2" FILLER 1 1/2" FILLER Aj ILIJ/1 PANTRY 4" BACKSPLASH \ / / 2'-0" SKEWED 1'-9" 3'-3" 2" FILLER KITCHEN 1 /2" = 1'-0" SHWR Hl)--,\, VALVE T LINEN CLOSET 4'-11 " 3'-3" 4 1/2" MASTER BATH 1 /2" = 1'-0" 0 io L -U 3--U- L-U 2" END PANEL 3 KITCHEN�ISLAND 11 2 — 1 -0 HOLLYWOD 00 STRIP LIGHTS SHWR HD WALL io iv 30" HIGH MIRROR r fV 0 0 VALVE 4" o °O °o BACKSPLASH oo SPIGOT —.///,-- o / cV / ih O \\\ O in 2'-9 7/8" 2'-6 1/2" V-6" T-0" 1 1/2" FILLER BATH #2 1 /2" = 1'-0" / SEE SHEETIFOR STAIR ST / / I o LOFT PWDR II KITCHEN BATH ;1 UNIT '1817 - B' - BUILDING SECTION 3/ 16" = 1 '-0" 2X4 WALL TOP AT 34 1/2" Y 4 KITCHEN 1 /2 — 1 -0n 0 c%> WIRE SHELF "HANSEN" BOX 220 VOLT 0 I I I I I LEI WI I DI 14 1/2" X 16" I IDRYER VENT RECESS I I I I I I M I I I I I I I I I I I I I I I I I ILJ I 8 UTILITY 12 PRE-ENGINEERED WD. TRUSSES AT 5 24" O.C. (SEE TRUSS DRAWINGS) R-30 BLOWN INSULATION ELEV AT 18'4' T.O.P. MASTER SUITE LIMING ROOM SEE FOUNDATION PLAN FOR FOOTING SIZES AND RE -BAR / 2ND FLOOR FF Y _ ELEV AT 8'-8" T.O.M. 0 W N L E L r- N? u MN 5 N V° 0L8 mQ t V �^N` W p� < V uj QN c 00 E M f. a 10 W Lu °w Wow W H~ J I - Z w Z IX V, LL Q Q E- Wj J¢0�¢wQLLVO,0JO ° H� ?� X J Z LLO i 20, o °29oZoo:oomZZ�6 0 O Z JOa�ZYw°Zz�pl¢owa. aoLu LL P_9woic°i°a oQ o 0 aQzga LL �¢L. 0 O OW V = O >Ln�OO a � O n ILn J t1i L.L Lu Lri z aF- z Lu c:) �O 'Cr N CO r- 00 � 00 � O N p O v— O �— O N O N O N O O N O O N O N N N 0) N J) O 00 A N,o�o � O O o O CD.- O O N O OCD .N N M d' 0 to 0 CO 0 I.� z z owO Lu w LU �— o X LU Lo • - z Z Lu a= � _ ~m0z V' zW a 5. mzw T-I Z Z oagLu Q 00 U)Zz • a o ~ U � z OC.) o g a m � lz Z A7 J ui N N LAST PLOT DATE o Apr. 27, 21 B - INTERIOR z 0 j ELEVATIONS STRUCTURAL NOTES NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. STRUCTURAL NOTES 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1 ST 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. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SO. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONF,Y WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 60, fy = 60 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS, 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 y„ GROUT FILLED MASONRY: 1 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 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 R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131 ", 10d = 0.148",12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEELERECTOR. 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 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 7TH EDITION (2020), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / 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. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainf II occurs before vapor retarder placement, retreatment is regwreT 9. FBC-R R318.1.5 - C ncrete ove o and mortar along the foundation perimeter must be removed beore extenor�soltreatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soiildisturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the buildindepartment by a licensed pest control company before a certificate of occupancy willu issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II 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. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y8., DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE Y8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. N 0 N r` N ��yyrr Kr ti3 ?� L0 coco Ln 1,_ g 0LU Z k. 4( .. A a W LO E i `0- o � N m Vi CO M 20 u 0 a: g a� t U < .N U w a� N N oE^ m L 0 a a W W W LLI H ~XO_jX2QZ WQ 20X �Z 02 < <aY00 Q F.- H J�W U ?�XZX 0ZMO0F_Q� 9WRg0Z0W00mZ? U 000 -, CL ZY WpZZLL p W uod a. LL X � p¢Z a LL.a 0 QLL O N OW � O O Q V Lr) J V LL 11' N wQIn Ce CL ,-I fb Z F_m Z W JCD lO N co ao ao o O o O O N O N O N O O N O O N O N N N CA N O .- 0b O O N O O O O CV C:) C) 1 (0 0 .L � > e- � N N 0 M 0 'V' 0 Lo 0 O 0 ti �> Z ZO W � Uo�o (A W 0WLU z ZW�a 2mOZ J Z 3 W M Z W rI Q- Z Z Oa�W 2 0o Q T Z ' ■ Z � Z = a p F- U 0�Ic �g Z OV 0 a Z SNO a Z Z U, WIN 0 o r' N LAST PLOT DATE Apr. 27, 21 STRUCTURAL Z Q j DETAILS CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H 5'-0" STUB -OUT FOR ' GAS METER O — O CV • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "*ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY"* RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. V-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'.0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS FTOEUNA IL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). THERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE cT + + + + + + + + + + + + + + + + + + + + + + + + + f + + if + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + f + + + + + + + + + + + + + + + + + + + + + + + + + + + + + f + + + + + 0" (TYP.) 4'-0" + 4'_0" +++ +++ + + + L� 9�Fy 1++ + + + + + J + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++� +++ +++++++++ + \—RIDGE LINE 15/32" CDX PLYWOOD OR 7/16" OSB 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. & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. EDGES & 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2-3/8 INCH NAIL LENGTH 2-3/8 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x — 1-1/8" or two 1!2" 6000s 1.8/1.7 wood panels 2x — + 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 2x — + 5/8" or 3/4" wood panel 902.0 2x — lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 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 2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING Ya" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16 details in 4 One 10d box areas=20 of high or-20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" 110d1 nails at 6" o.c. Ql/ Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES _\ \FD (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges FILL CELL BOND BEAM STEP #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQAblock PLYWOOD FLOOR COLUMN ANDSHEATHING PER PLAN CONNECTIONTJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. Small 2" min. 2" max ) gap • � 4 max. Clinch nails when possible j Tight fit U (J 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. Web Stiffener Fastener Schedule Joist Bearing Location Series I Depth I End Intermediate ® BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d BC16000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60e 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCl90s® " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d - Hangers with side nailing. -Hangerswithsidesnotcontaining WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — tio ❑ io F A 1Yz" ROUND HOLE MAY 6" 6" BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" DO NOT CUT HOLES LARGER THAN 112" ROUND IN CANTILEVERS. Round Hole Diameter to 2 3 4 5 6 7 8 8.875 10 11 12 13 Rectangular Hole Side (in) 2 3 5 6 8 9 10 Any 16" joist Span (ft) 8 1'-0" 1'-1" 1'-2" 1'-2" T-3" V-3" V-7" 1'-11" 2'-4" 2'-9" 3'-2" 3'-7" 12 V-0" V-1" V-2" V-2" V-3" 1'-9" 2'-4" 2'-11" X-7" 4'-2" 4'-9" 5'-4" 16 V-0" 1'-1" V-2" V-2" V-7" 2'-5" 3'-2" 3°-10" 4'-9" 5'-7" 6-4" 7'-2" 20 1'-0" 1'-1" 1'-2'" 1'-2" 2'-0" 3'-0" 1 4'-0" 4'-10" 5'-11" 6%11" 1 7'-11" 8'-11" 24 1 V-0" I V-1" 1'-2" 1'-3" 2'-5" 3'-7" 4'-9" 5%10" 1 7'-2'° 1 8'4" 1 9'-6" 1 10'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. 1-When joists meet over wall, provide 1 3/4" minimum bearing for each. SIMPS( w/ (22) NAILS 1 5/8"0 THRU BOLT SIMPS( w/ (22) NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGTTO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR E AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Jc Backer block (12" wide min.) Nail with 10-10d nails. '-,,Install tight to top flange. y \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gaP Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist p depth "/r I-JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM) SEE PLAN FOR • ° . • • FOUNDATION INFO STEM FOUNDATION r GRADE -REINF. SEE PLAN A/C CHASE 4" (2) #5 REBAR PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN SIMPSON I w/ (18)10d NAILS UPLIFT = 1 TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4' 0" CENTERED @PIPE PENETRATION I d a I 1° I I• I I d. a ' -III=1T1—I I I , 1 12" BELOW GRADE DOTE: IPLIFT VALUE 3 BASED ON I.P.F. LOCATION OF SECOND H10A (WHEN REQUIRED) PLUMBING LINE PVC OR SCH40 SLEEVE a 1 I F_ I SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PLUMBING LINE PENETRATION I Cl- SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE a �4 -III—III—I a=-1J 1-I I I - III �,IIj= � • . ° °' ° / —III,,—III -II�,�I` �\ �• —III= �- a ,. SEE FND. PLN. SIZE & REINF. I N 0 N izz ~ LO co 00 i J r Z W J O "s W - - - z Q LO E >0 ; o CM C,4 ti N (n V co") [ O 2 0�8 0< Up- ._.0 N V LU a- C N s`. oE,i .5 1--n a W W �L uj W Q� W�Q X2� 0 Q zW z (' W IL' Q V W�-�¢0Q:X U_UO._O jOXJQzux 0220-1.- a ()WZW0ZOWO�mZ= U O Z �aapwYozwz0W�oa Q 0 W H W 0 Q Q OW oQ LL Q O LL O tV Ow H O CD V) LL N W Q u? Cti '4 F_w z Z W J o ko MJ N c_a000000� r- r- — N O O N CD N N O N O N O N N 6 6 O O c0 N A C)r ' — 0 CNN 0 0 O 0 O 0 O O N 0 O ' N ` >1 T­ 0 N 0 1 M 0 I 'd' I 0 V7 0 I rJJ Iti 0 lc. L� Z Z Z O W N UoEE0 (n w �— I— 0WW� Z ZwXa LU H g �� =m=z UJ Z V J Q i-�z� Z Z >� 00 a. >. W Q Z Z z =QO ~ ■ 3e. Z U g C.)a O 0 m � Z SN1J z Z CNI� LIJ N � LAST PLOT DATE 0 Apr. 27, 21 STRUCTURAL . Z p j DETAILS 12 (TYP.) VARIES IN 5/8" OR 1/2" HIGH—� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T & B 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. d 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & c @ 6" MAX FROM END OF 2 x PLATE E (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3"\ ZN 6 x 6 W1.4 x W1.4 UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH `'' PITCH > 4:12 D , (2) LAYERS TYPE I OR TYPE II ° (#15 OR #30) UNDERLAYMENT EI I I=III= I m s ' ' I I-III=1 LI=III- FOR ROOF PITCH 4:12 OR LESS. '►-ll I C I -I I � l_ D • J 1=III=I � I=JJ=1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. "1 ;III=III-111-III-1 I-III-f I -I I 1=1 I ,. I I III -I I I� I -I I III -III I I -I HURRICANE ANCHOR @ EACH -1 I =III III -III -III -II M I I- I'' TRUSS (SEE UPLIFT SCHED.) W/ 811 METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL w/ OUT UPLIFT rG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SN1 SCALE:3/4"=1'-0" S3 ELEV. VARIES ALUMINUM DRIP EDGE 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C N.O. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 5/8"OR 1/2" HIGH STRENGTH 'TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR 5/" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACF' END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ NSULATION PER CHART ON FLOOR PLAN SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD „° ",, „ 5/8 x 10 J BOLT @ 24 O.C. W/ IMPSON SP1 w/ (10) 10d NAILS 2"°x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" OL (ALT: 1/2"x12" TITEN HD @ 24" WEDGE ANCHOR 2x P.T. BOTTOM PLATE x 6 W1.4 x W1.4 A.F.F. 0 211 O. 24 O.C.)'x10' WWF OR FIBERMESH ELEV. -0'-31/2" o �31/2' MIN. A.F.F. o D ° U- N D D °,f.f�=1'31/2"(m1n.)-4" 00 31/2"(min.) - 4" 1=1 II- -I (2) #5 CONT.l 1 4.I I ll�l l`I 11111 111 1 � 1, U.N.O. 11�" MIN. TYPICAL BEARING WALL (,@ STEP @ SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" PGS' SyE�s� TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. --2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. —2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10)10d NAILS /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH II=111--III= '31/2"(min.)-4" ;0�'� _III (311(2"(t.-III 1111 I- -I I I=1 I=I 1' 1=1 I FEI I-1 I I m I I '' I-III-L=III II I -III-' (2) #5 CONT. 4y� I -I �i,4611-I .11 U.N.O. MIN. TYPICAL BEARING WALL @ STEP rcc SCALE:3/4"=1'-0" �S3 5/8"OR 1/2" HIGH STRENGTH - (U.N.O.) (OR 5/" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2"°x3/16" PLATE WASHER (TYP.) - (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT INCLUDE THE WALL ATTACHMENTS c 31/2" MIN. '-SEE SOFFIT SHEET LOAD BEARING OR 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY \ ,� M��N�o s EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT �' \ 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @THIRD POINTS APPLICATION NOTE: SEE SECTION C/S3 FOR FILLED SOLID W/GROUT = #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR "J" 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 / 10 �8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS (IF NO UP LIFT ON @ 24" O.C. VERT. OR TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE *SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHO I (10)10d NAILS � FIBERMESH WEEP SCREED INSTALLED a BAR2x BOLTS 6" MAXw/ ARCHITECTURAL TYP. T P.T. PLATE - c� PER MFR INSTRUCTIONS w END OF 2 x P FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR D 1x2 PT WD FURRING @ 24" O.C.-� ' ` GRADE D . D . - GRADE 40 MIN. Fy= 4oksl a a N z_ #3 & #4 LAP SPLICE ° D FINISH GRADE 00 M [GRADE 60 MIN. Fy= 60ksi] co m (1) #5 VERT. IN FILL MONO OR STEMWALL Z cn — — o D 25" MIN. LAP [30" MIN. LAP] D 1/2" GYPSUM WALLBOARD ° g —, i I— g i I I 1=III—III CELLS (SEE FOOTING MONO SHOWN ° o' —1 I I=I —III W=III I 1=I D • U.N.O. FOUNDATION PLAN FOR CLARITY D o' _ _ _ _ _ °O 6 MIL VAPOR BARRIER —III I D ° I I=111=1 I I=I 1 °Q ' =1 I -1 I 111= ° °' T #5 REINFORCING BAR R 1 7/8 " 1 i= 1 =1 I I= FOR LOCATIONS) ,' � D °D 1=III-III=III=III=III=1 I III I 1=III=III=I I =111- N Z #5 LAP SPLICE - 1I III=1 1x4 P.T. BASE NAILER ° D s 4"x4" INSPECTION o. o° III-III=lam llT 1 I=1 I I- z ' I 1 I I • III=11 1� I-III-III-ITI=III-III=11 III-1I1=1I1= 31/4" BASEBOARD PORT AT EACH NOTE: BEARING WALL III=T=III=III=III=I I Ii- i� COMP. SOIL. (COMPACTED TO FILLED CELL TYPICAL I=III=III=III=III=I I Ii- ° _ _ _ W/UPLIFT ONLY _ _ _ _ _ __ -_ __ - _ 95 /o MODIFIED PROCTOR ASTM �- 11=I I I=1 I I=I 11= 1 I=I I (=I � 1 MIN. 2500 PSI CONC. SLAB �.� AT GARAGE CONTRACTOR I I1=1 I I-1 I I-1 11=1 I I=1TI=1_TI-1 11=1 I-1 I I-1 111=1 11=1 11=1 11=1 D1557) 1111I I l I I=, lI I1 111 11 I� � 1� I I- MIN PSI MAY VARY PER -I I I_I I I=1 I I -1 I f-1T_I=1 I I-1_TI-1 I I -I I I-1 1 1==111=1TI='' 4" 1'4' MUNICIPALITY. TO CUT BLOCK OR POUR -� I I -I I ICI I �1 ICI Im1 I1 I1n1 1m1 Imp I I I I- CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE: EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING W1 4XW1 4 WWF OR - "FIBERMESH" DECO FINISH 4" to 6° SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" BELOW GRADE S3 SLAB INFORMATION. CV � ° D I Z ill�i; 6x6W1.4xW1.4 DI OPmin,24" WWF OR FIBERMESH 6 MIL VAPOR BARRIER I � II I D , D C I I I Z iv °. ° ' v GRADE —I I • • III— T ° • COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR III III III —III —I I I I II ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. �1'4' (1 STORY) STD. 90 HOOK (SEE ON 3" CHAIRS TYP. 4" V-8" (2 STORY) DETAIL) U.N.O. TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" �S3 OPT: DEPRESS SLAB 5 )/2" DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS BLOCK WALL BEYOND O.H.D. RECESS 'T z 14" J 1117 11=1 I I 4 I I OP 11! '. e . � � • • 1L 1 -I I �I I •y. I -I 11= SEE A/S3 OR J/S6 I ll, I I I II �,I I I 1111 11111= FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' (1 STOR)j / 1' 8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1=1 I JEEI- I 1-1- - = - - - - - ° _ III —III III —III —I ' -(1) #5 REBAR w/ OPT. ' 1=1 11=1 I II I I II I I I I 1=1 11= 11='SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS I I=I I . •a .^: • •' ' ' " I 1 -III-IIIOP 1_�I 1�—I II I -III : '. �• :. I' 41—I 11= '11 LU. •° ��•� ��� 1 IIIIII II �~ IIIIIII� _I SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. �,S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 1/2" GYP. BD. P.T. 2x 2„ HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALANT Q INTERIOR 4. a -3 1/2" a" v CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE " (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB C E 00 =v _ _ .I � 1= M 6 MIL VAPOR � �' I I -I BARRIER ' =,1 I I 1111 I II 1 II I I 111 I I I; 11' 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N c _ WWF OR FIBERMESH M E ° P '. IIII�1�I' 4 (2) #5 CONT. 36" MIN. LAP [36" MIN. LAP] =M�e ON 3" CHAIRS 8" V-4" 8" 101, (TYP.) #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3!4"=1'-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO ° ' - SEE PLAN FOR 7v TOP OF BEAM & LAYOUT DESIGN ° ° - _ e III III III- N d' SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & d CONNECTION INFO `"' � I I ° •. III: 2x4 #2 SYP P.T. FRAMING w/ -III III-1 I I ITI-T , ,1T- MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 q-+� fi Ir-T 8" z ATTACHED PER NAILING FOR REINF. IN. OPTION #1 w a SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION g w COLUMN SIZE AND BASE o W CONNECTION INFO. SLAB STEP & RECESS S.G.D. M cn SCALE:3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND GARAGE ATTACHMENTS & 18/D1 :o. PAD FOOTING 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL .-. W/ DR SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS _ TO FOUNDATION PAD `..� INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. Q ' ON FLOOR PLAN SIZE VARIES PER PLAN c, CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS 0o Z RA 1 E M FILLED SOLID (SEE PLAN FOR = 6 x 6 W1.4 x W1.4 N WWF OR FIBERMESH SIZE AND REINFORCEMENT) 0 � Z= _ I=I I=I °' °• I ��I I I —I i W w III=III I I I-III=1 I II °') - - ° n, n" r1111 rl o AL BRICK PAVERS or SLAB PER /-COMMUNITY SPECS O w a i o o X:-I 'l U I=I i - • - ° • °• - Z - - - - z . •. II -I -III-III-I-III II 111-II = FOOTING 1Tf�T=LTf--off =1Tf I- I I, I I II I I I I I II i ill' �11 ...III -III-' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 i N O n a LO co Ln yam'+, l• .-I � { UJI a f L o \.s ' w 0 z Q n, AW'0 L 0 1"o E MrNi N V -0 -00 _- m c :) 6 t o ir 8 R a r p� z 0 V W aN W cO E i •9 v � a 0 a W W 0 vi w 0 I- W I'-Q J ofQ�QYZw Z a=XJcn03x�LLV000��� Q Q 0 <0 ZLW y0220 I-•¢~ mono oyoomgz a (� 0 Z tr -joMz cOzzLLoW0c� fn 0 Q��O���_�wp�L) 0w oQZq�a O= a ILL O fV OW (! � n >(J')C)O Q O J V) I L z < W ce IZ U � 2 ' -1 Q Z Q 00 I- Z � w �C) J N to In CO O a O O N O N O N O N O N O N O N N O O O N 4, 0 0 0 0 0 CD 0 O cV 0 O CD 0 CDL `- 0)N > � 1 0 0 M 0 4 0 In 0 CD 0 ti Z Z O cW Uo (q o Q Oa=Q Lo - � — Z Z LL =°�°=z Ix J F— Z J V Q zIrr-1 a Z z W O�Mz M� Qw U U) Z z z = a O ~ ■ � Z U g OV O a m a z Z Z J WN � N LAST PLOT DATE o Apr. 27, 21 STRUCTURAL . z Q J DETAILS -MONO 12 \(TYP) SEE ELEV. SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER i SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA.)-� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT wl (3) 12d MIN. EXTENSION FROM \I, 11 VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/81, 8" 7 5/81, 8" SOLID AREAS ARE ❑ 7 5/81, 8" DOUBLE 2x TOP EVENLY TONEAILS SPACED EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ ❑ PLATE WALL IS 1 1/2" MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL ❑ ❑ ❑ FACE OF BLOCK WALL IS 21/4" 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 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 00 II 2x CLOSURE WALL W/ II STUDS @ 16" O.C. W/ (3) 10d TOENAILS T&B AS REQ'D _,,,--2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) Od NAILS 1/2" EXTERIOR GRADE SHEATHING7; r- FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. LSEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN DOOR OPENING DOOR OPENING ❑ ❑EXTERIOR � ❑ WALL CLEAN -OUT A WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑ FIT ❑ 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW KBNMASONRYLAYOUT rD S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT NEI •- ... .. • .. ... • - • � • m!!:! ::I I '� ■�IIL II No �IIII IIII�', ■mill lii■■ milli 1IIim' ■ ■III' III■■ �'II II I! lid'. ■■Iil III■■ Milli NOTES: 1❑ FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 411 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 SCALE: N.T.S. J cr a T w T O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \GARAGE DOOR TRACK 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. Sic p�NpO`L �N 2x CRIPPLES @ --� 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. WALL 4 n'. DOOR STOP d .d a MOLDING 2 x 6 P.T. GARAGE z/7 DOOR J-BOLT TRACK BRACKET DOOR TRACK---' W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1) LSTA30 (2) (3) (2) (2) (1) LSTA30 (3) 1 (4) (2) 1 (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR 1� GREATER HEADER 1 \—(2) 2x HEADER SEE PLAN INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 O,Q SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. A A SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS --- SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 41 EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS �/k UPLIFT CONNECTOR 8"16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL y /8"1 "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2 P SIMPSON SP4 O TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 >.�RICE NAILS TOTAL) EA. SIDE OF 48.,�PLICE STAGGERED _10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ Y16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS SIMPSON C SIMPSON SP4 SP2 NAILED INTO TRANSOM TRANSOM FRAMING FRAMING (P.T. SEE SECTION AA/S1 -ATE AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON RECESS SP4 LINTEL SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 SIMPSON SP1 SIMPSC SP4 FBLOCKING RUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END w U 2x TOP PLATE �� 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" `' O.C. MAX. P.A.F. NAILS OR 2x P.T. PLATE FPROVIDE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL j SCALE: N.T.S. S4 SIMPSON SP4 �2X TOP PLATE OVERLAPPING 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) 3 (4565# SPF) 3 (5645# SPF) 3 (6970# SPF) )S (9335# SPF) IN. 8" PDXIED A.T.R. �&NUT 'OXIED A.T.R. Z & NUT OXIED A.T.R. Z&NUT a � � 2X8 P.T. BOTTOM P TE 5/8"1 "1 BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 " a 2X8 P.T. BOTTOM PLATE D 5/8"10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ROOF TRUSS ABOVE /— 2X BLOCKING O -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING 0 0 BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES 0 E SHEATHING & 8" O/C FIELD S4 B Is SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"1 J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX (MIN (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. S4 N 4J 1 i " ' 3 , t c �n '' co Lo 0 a:... w 0 z Q .> Lo E a) 0 M o di Enco N 7 N V 0�° m =a �} oo �a i U p . N Lu p � 0 ECN i o� o M a a W W/ (' W LL 0w w0� w�¢ ICJ x�YZX z 1O�JU)wo LUO0JO Q U Z) zIo0Z20o��~ U)LU ZoWoo�mZg U OZz'L0WC-) 00O ILL J0It>z Q~W ��Wo�v�¢ ow oa o 0 oQ a ��LL O N _OW z > < V CD O O Ln J ul LL IIII— Wcro Q Z V 00 IIII— z w Jo �O N coaoao000�- r- V-- � N O N O� O N O N O O N O O N O N N O N N O ' — r CO 0 Ch 0 N 4 0 0 O 0 O CD O O N 0 O ' 0 coN 0 0 c'i 0 0 Lo 0 co 0 ti L� Z O owU) c W U r Q U0�< Oa=Q •— Z Q Iz � m0Z v Z 3: J Q i-2ZIx T"I Z Z w 2 Q 0 > �zz ■ z =Q0 � � Z U g OV 0 a z z z W J ujN 0 N LAST PLOT DATE o Apr. 27, 21 STRUCTURAL ■ z Q i DETAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ \ SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS—\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNS IF >9" SEE 10/S6 BACKNAIL w/ (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1 O/S6 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45° t SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" UNSUPPORTED, BACKNAIL w/ (2) 16d NAILS IF >9" SEE 10/S6 SEE STRUCTURAL NOTES AND f� NAILING SCHEDULE FOR SHEATHING MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 RIDGE FASTENED AT @ T-O" 0/C. EXTEND AT LEAST 90% OF �- DOUBLE TOP PLATE 2"x4" CROSS BRACE EACH JOINT W! (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) FROM RIDGE FASTENED AT RIDGE FASTENED AT "L" BRACE TO EXTEND EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d EACH JOINT w/ (3) AT LEAST 90% OF WEB SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 10d & TOE NAILS @ EA. END 10d & (2) 10d TOE LENGTH (SEE TABLE) 2 1Od TOE NAILS EA. FROM LEDGER TO NAILS @ EA. END SILL 1/2" CDX PLYWOOD OR END @ BLOCKING 2x FRAME WALL (SEE WALL GABLE TRUSS 7/16" OSB SHEATHING SECTION FOR SIZE &SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR GYPSUM WALL BOARD ATTACHED W/ 10d GABLE TRUSS 48" O/C FOR THE NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2 CDX PLYWOOD OR 7/16 @ 7/16 OSB SHEATHING FIRST 4 ROWS OF (2) 16d 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED () ATTACHED w/ 10d NAILS AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP, BOTTOM OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. NAILS @ 6" O.C. EDGES AND 12" 10dX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS �, END TYP. TOP & 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 1Od NAILS @ 6 O.C. AND 12 O.C. FIELD BOTTOM ATTACHED O.C. FIELD THROUGH CHORD SLOPE OF ADJACENT SCISSOR TRUSS) EDGES AND 12" O.C. FIELD (2) 16d NAILS W/ 2)16d TOENAILS 2x4 "T" ON TOP OF PANEL INTO 2"x6" P.T. PLATE ' . 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR*IyA 2x BLOCKING BLOCKING, FASTEN WITH WEEP SCREED THE FIRST 4 ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" O/C SPACED 1/2" x 8" "J" BOLT 48" O.C. () 2x4 "T" ON TOP OF PANEL 1 Odx3" @ 4" O/C @ 48" O.C. INSTALLED PER MANUF. @ WEEP SCREED FROM EA. END TYP. TOP & BOTTOMBLOCKING, FASTEN WITH SIMPSON HGAI OKT w/ (4)1/4"x1 1/2" SIDS SCREWS TO SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS TRUSS & 4 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM MOISTURE BARRIER 10dx3" @ 4" 0/C ( ) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIERSIMPSON SP2 w/ (12) 10d PLATE SPLICES w/ 3/16"x2" PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS DGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC. NOTE: IF EMBEDDED 1Odx1 1/2" NAILS AT EA. ) STRAP MISSED VERTICAL TRUSS VERTICAL WEB (24,, GABLE WEB SECTION SECTION 2 SECTION 3 SECTION 4 WEB, USE MSTAM36 w/ (7) 1 O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK SCALE: N.T.S. SCALE: N.T.S. TITEN ON OUTSIDE S5 SCALE: N.T.S. S5 S5 S5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, ON SHEET S5 FOR N IF >9" SEE 1 O/S6 X-BRACING, AND TOP N M SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING jx INFORMATION `° SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES ;o 1/ 2"x4" CROSS BRACE (2)16d NAILS APPROX. 8" FROM 2x4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF "L" BRACE TO EXTEND EACH JOINT w/ (3)xi AT LEAST 90% OF WEB BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS NAILS @ EA. END LENGTH (SEE TABLE) ATTACHED W/ 2 -16d GABLE TRUSS AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2 x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7116" 48" 0/C FOR THE OSB SHEATHING ATTACHED @ (2) 16d NAILS SIMPSON HGAM10KTA OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS W/ 1Od NAILS @ 6" O.C. 2x4 BLOCKING @ 24 FIRST (4) ROWS OF W/ 0/C w/ (2) 16d (D = 0.148 , L = 3) OR EQUAL (D = 0.207 , L = 41/2') OR EQUAL (D = 0.207 , L = 41/2) OR EQUAL TRUSSES FROM EA. E ES AND 12" O.C. FIELD (4)1/4"xl 1/2" SDS TOENAILS @ EA. END NOTES: END TYP. TOP & JACK TRUSS SCREWS 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED SEE PLAN FOR TO BLOCKING & (4) MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS Zs A 1 /4"x2 3/4" TITEN TO CMU ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4 "T" ON TOP OF PANEL EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 2x4 BLOCKING W/ :..: 1Odx3" @ 4" O/C (2) 12d TOENAILS NON - LOAD BEARIiTG LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4" 1'-0" S5 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) (2) 16d PER JOINT CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rT� SCALE: N.T.S. SrJ vviv , u�nr�nv�a GABLE END BRACING DETAIL TOENAIL (2)16d NA 12" ISH SCHEDULE kTTACHMENT SYP BLK'G @ 16" O.C. 1 x 0.131" AILS EA. SIDE . 2x4 #2 SYP w/ 10d X0.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ri 0 SCALE: N.T.S. S rJ MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6"_ OVERLAP MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rm SCALE: N.T.S. S5 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM1OKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z w \-BRACING w/ (3)10d x 3" AT EACH CONN. @ 24" O/C —MOISTURE BARRIER .BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. ��SrJ ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" T-O" - 6-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) SIMPSON HGAI OKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) /-GABLE TRUSS `-STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2w/(12) HIP FRAMING REFERENCE PLAN 1 Od NAILS AT EACH STUD 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od 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" O.C. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL DIAPHRAGM BLOCKING @ 48" 0/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. T cl w d 0 v o -t w o :a. coLu o - 0 (� w � o o >0 o o w a a m NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 1 Od AT 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 N 0 N N It ,..f a' -7Y n y f Lo O co Lo 3. w z S�f t v � Q a)0 Cn E 0 Q� ^ �so=MN 5 N U -0- - m /�� .` t M r}/ o O 2 00 o �i ups .N w cd� W L 0 C co rz, m ►- a 'o 0Ld w0H 9YW w~¢ crMU-Zw �¢aaw_CLLx00ojo ��J�°Zoo~�Q Oa Z �zW 1oQOZOWOmF- WzwZ=) �oW�aazCy Zw0 �Q ���W Y Z 0 =Q m�Q� OQ O O N 0 "' u') = z � O M O Q Lr) M Ln LL. z Q W fe 0- u '_4 Q>_Q00 u z ~ Z 3 w Jo �O N Cc000000o� O N O N O N O N O N 00 N N C� N m o O O Op (v CM 0 N , 0 0 0 �9 0 0 O O ' 0 co L_ L e- O N O M O O to O Cfl O I� \� Z Z L� O owv� a U_ =) r ~xwm �� .� z zW d 1—= =m=Z V Z Lu J TI Q.ZZ W IMF Og<z Q ULnzz Z r1 =Q 0 ■ Z U a OV O Q z Z z J w 0 vl- o N LAST PLOT'DATE Apr. 27, 21 STR ` CTURAL ■ z p J DETAILS (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. 12 PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROOF SHINGLE ROOF INSULATIO 15/32" COX PLYWOOD OR 7/16" BAFFLE O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR ALUMINUM DRIP EDGE PLAN ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL SEE SOFFIT SHEET NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE ix2 NAILER ~ PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO w o 16" O.C. 2X S.P.F. STUDS = W/ (4)16d TOENAILS TO TOP PLATE 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 UJ � w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD LL = INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 g R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALS S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT 0 OR FELT PAPER FOR MOISI URE BARRIER a,a 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.C: BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY E d N I I I— I I —III III III ° a ll I I— I�I I I —I I f—I I I I 6x6 W1.4xW1.4 _III=III—III—III III n 4 WWF OR FIBERMESH � I I —III —III I I a. STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M 0 U 4'W" INSPECTION PORT AT CL EACH FILL CELL TYPICAL w a AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 410 6" BELOW GRADE =1NISH GRADE 00 I Ilit LIE I I„I I 111 TO. 90 *HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE V-8" 4" " TYP 2—STORY WALL SECTION ri SCALE:3/4"=V-0" S6 SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL_ BAND JOIST U\ *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS 'END SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAN D JOIST FOR SHEAR WALL ONLY. 17 CORNER TYPICAL'IT" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS1 117FLOOR TRUSS SEE FRAMING PLAN co SEE FRAMING C) z T PLAN .. ' ' WEEP SCREED INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48° SIMPSON HETA20 w/ (8) 10dx1 1/2" 0/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 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 TRUSS 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 LL : INSTALLED PER. MANUF. c SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK FLOOR CONNECTION g @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" ��S6 FOR ADDITIONAL INFORMATION. B.U.C. PROVIDE CONTINUOUS (8)10d NAILS TO BLOCKING FROM B.U.C. STUD PER STRAP TO MASONRY BELOW (6) 1/4" x 21/4" TITEN SCREWS TO MANSONRY WALL PER STRAP WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. SYSTEM _y SIMPSON MSTAM36 MASONRY WALL LL SCALE: N.T.S. S6 RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1 /2"=V-0" "6,) NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT.:5 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd 5/8"DIA, x 10" "J" BOLT W/ 8" PTS FOR WALL HGT. > 8'-6" EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10)10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH CD ° •d . �. • d°° I , 4 I° I I II II IT1 —I I III—1 - I I I- JI - 1t l 111I 1l ON lI 111 i 1 i 8++ CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. B 15132" OSB Ax EXPOSUREI SHEATHING x x PROVIDE BLOCKING AS REQUIRED PER f a SECTION X-X IF wj NOT FULL HEIGHT SHEET - in Z G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSUREI F F SHEATHING W SOLID 2x C BLOCKING @ ALL C SHEATHING 0 EDGES (SEE OPENING SECTION X-X av C x �w fL x E w 2x STUDS BEYOND. 0, SEE PLAN o cn 1_1-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM MAI I rl r\/ATIl1A1 r%]Ar%MA\A 3/8" "S" = NAIL 3/8" SPACING S 3r4" S 112„ 1/2" S` 1 /2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7116" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X r'l'Li SFF �Nw 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUMY" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN j8". 2 OA NAIL AT BASE 2 ROWS @ 4" O.C. w18d COMMON NAIL © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL _ @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL 0 D@ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. U) O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J o w/ 8d COMMON NAIL w O _ PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER F } ¢ O w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @TOP & BOTT. tr 00u� Z 0 'to'D � @ (2) 8d NAILS @ 3- O.C. TO EACH TRUSS END OR @ VERTICAL — cl w O MEMBER IF GABLE END c a NOTE: rc WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131 X 21/2 DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS 4' STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE OpXrF,4, FLOOR TRUSS / BEAM SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. —\ SLAB W/ 6x6 W 1.4xW1 A `r WWF OR FIBERMESH + ,C . • °. •d ° .. e d' ° M -III—III—III—I I ` . °. ° ° • . -III—� I I —III IIIIIIIIIIIIIIIII 94. a• ° I II -III (3) # 5 REBAR ON Y CHAIR 4" 1'-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 1'4' (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (3) 1 (2) (3) (2) LSTA30 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. SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 II, FINISH GRADE @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. =1' CD N O N v N -.. LO . Y _ � co u f•r C 4 i �' Q w Q A' h E > 0 - 0 Ch Cq 4-- r2 .� M LN V 7) M A, >✓ t M r/ � O 2 _0 3`_J/ LL 8 m 2 'O •N w O ECN rn o I-_ a -O (DW-jjo�V0L-j0 0 LU Vj w O I' w z 0 zW j- Q¢¢'y m QLLI (� jOx- 0Z20-imX90ooa o Z 0z CQJ00 ZJ �~¢Ix �m zoZ QQYz OaCD WQ--Ww6mQ LL. ¢aw w oQ 0 0��g ¢ 0 O N 0W UO =j 11`*�% i> -I 0 Q (� CD CD M M L^f) ((n LL_ N LLJ Q� d Ln ' -I Z Z w � C) �O N — a ­ — N 04 N 0 04 04 O N O N C)O N N N O N O N & N A O 1 O 1 O 1 CO OI N A 1 N 4 0 � 0 O 0 O 0 O O N CD 0 0 0 1 C0 i 0 N 0 M 0 41 CD Ln 0 6 0 r-� ♦ .> �/ Z Z owin �J WU�> W Q Uo�o ~IXW� Z Z�I-� T y �m0Z Z 3 W Q ZX 1--� Z Z LL Lu IMF Ogmz Q w U�Zz z T+.� = Q 0 ~ • Z U g a OV o m � a z S6 Z z J w N o � N LAST PLOT DATE Apr. 27, 21 STRUCTURAL • Z 0 J DETAILS —MONO DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL P.T. TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CONN. ix4 1 X 4 1x4 P.T. 3-1/4" LONG X 3/16" 0 FURRING 3/16"0 X 3" LONG FURRING TAPCONS FURRING (2) ROWS 3/16" x 3-1/2" TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING „ 1 DETAIL 1x8 P.T. O.C. 2-ROWS INTO FROM EACH END w/MIN. 1X8 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRYTHROUGH 1-1 /2�1 D ETA I L 1 x8 w/ (2) ROWS 8d NALS 3" DETAIL 1 x4 P.T. & 1 x8 P.T. STAGGERED @ 12 O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN, 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT EDGE DIST. APPROVAL FOR CONN."x. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CO,*2',' (2) ROWS 3/16" x 3-1/2°x 3-1/2" TAPCON @ 16" 1x4 O.C. & 4" FROM EACH TAPCON @ 16" O.C. &END FURRIN w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ . ATTACH SECOND PLY w/ .T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" 0' 3-1/4" DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL I a 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4)10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. 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 INSTALL WDW. SCREW ANCHOR-1 INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 3 1/4" TAPCON (1 1/4"MIN. 1/4" MAX EMBEDMENT INTO .) 2'-0" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. &BUCK 8d NAILS @ 8" O.C. AT BUCK 1 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON TI 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL I( SCALE: N.T.S. SS — SECTION A -A 81, 1/4" x 3 1/4" 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" 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 EQUAL 4' MAX. RAD. PROPER INSTALLATION MAX. 8 FILL SOLID BOTH CELLS #5 REB (TYP,) STD. 90' HOOK( I Fir 1. AL NOTCH WEB AT FIRST 2 COURSI ...... CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'Y." WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH I GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLCW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL, C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. :_; ; :': SEALANT * PRESS PANEL REINFORCING INTO PLACE. II 6 MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. ,.:'' F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BYE TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL J FILLED CELL PER FOUNDATION PLAN �R YP.) FHE :S k I IAIAt%nC:DTADI C IAIC'TAI I TIMI FILLED CELL INSTALLATION H SCALE: N.T.S. �+�+ + + \� + + + + + + + TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL— SCHED. W.W.M. AT PERIMETER (1) #5 BARS CONT. WHERE THIS CONDITION — lid TOP WITH MIN. 3" OCCURS COVER 6'-0" p g 1=1 11=1 11=_III ; ,I 11=1 11- I IIMI1=1II_ Ill111ll1--Ll l� GRADEpi111iii� II I- ° Cl) R •u (2) #5 REBAR. MIN. 3" 16" MIN. COVER EA. WAY or SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = T-0" PRECAST LINTEL 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" " DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD '7''H PLYWOOD SHEATHING BLOCKING AS REQUIRED TO SUPPORT + SOFFIT + + + CENTER SOFFIT SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS CFF CI-IFFT r)2 AND FOR SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MISSING MSTAM STRAP SCALE: 3/4" = V-0" w z 0 U- 0 u LL H 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 1Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 1Od @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL -SIMPSON HGAMI OKTA @ 12" O.C. w/ (4)1/41 1/2" SDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO FILL 1st 4 COURSES SOLID W/GROUT ° r FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" rNOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D, 1'-0" 5'-0" INISH SCALE: N.T.S. D P .. #5 BAR p 10" a P ° a CENTERED W/ o ° so° H IN TOP c _ p KNOCKOUT/ N _ _ CHAIR BLOCK MONO FOOTING I = D SIZE AND REINF. PER PLAN ° AND SECTION DETAILS —I _I o CLEAN FILL DIRT z ° STANDARD - o ° 90' HOOK 9 #5 BAR IN FILLED CELL 0.1 - <- e• �>- e• � o „- e• � a>- e• `"� e• STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SECTION DETAILS SCALE: 3/4" = V-0" NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN, HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY I—� EXISTING FOOTING RETROFIT FILLED CELL DETAIL SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. N 0 .. e N to LLl { - Lu Z Q ^, 0 LO E -011 W L 'L U MN 5 CN V �_ Y° M ` O 2QQ MINE ua ._,_ ^N V Lu CL c Oc)O EM W L m v sD �o a ►— a a (7 W Q V_ ~ o� vi WWoF- Wz)_ J02 �03:x LLVO,0J0 Q 0 ZLLLLOzm_jo Q~ crCn W�gaZowoomZ= cai O O Z �¢8-ozyoZLu zL-pW��a < - mw6m� < 00� 0 Es Z�Q QQ,L U-a O w O O N Ow � ko CD O V Ln CL J Q W Ln o- g Q t Q 00 Z � F— Z w �o �O CV (D r 00 r 00 r 0404pr N O N O N O N O N O N O CV O N �— & N C) O O r O r Op p CV r A 0 CV 4 p r 0 O 0 O) 0 O r O r CV p O C) O L CD � r 0 N 0 M 0 4 0r 6 6 CC) 0 I` Z Z z_ Wo�> Lu 0 V 0 ?� Q F-Z 0ELT - — Z LLJ of ~m0Z I— 2Z2J %-�Z� ,-1 � Z z LIJ0000 Og>-z Q D z Z v__1 z 2 Q p ~ Z U Oo V a Fomm W W Q z Z z LuN It N LAST PLOT DATE o Apr. 27, 21 STRUCTURAL ■ z Q J DETAILS—RETRO FIT 1 _ I J _. .. , .. , . �_ �, _ i. � ., ._�.. , - _� _ __._ ���,_ _ i i i __.____.�'L1R1 .n �art1 ,i11 11P •,� SCALE: " = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS \ �1 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2X8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE:" = 1'-0" VVHLL 3YP CUT TO FIT kRS IN WALL 2x12 SYP BEARS IN WALL -2x6 SYP 2x4 PT NOTCHED INTO STRINGER - AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS FI EW "A" SCALE: 1" = 1'-0" E PT NOTCHED INTO STRINGER D NAILED TO FLOOR WITH GLU STRINGER CONTACT POINTS SECTION VIEW "D" FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = 1'-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" 2x4 GLUED AND NAILED SECTION D-D -3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT STRINGER CONTACT POINTS SCALE: 1" = 1'-0" FT, 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) DR FT S P /2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS ORDRYWALL ED AND NAILED TO STRINGER SPACING /E SE ALIGN THIS STUD WITH FACE OF 2ND RISER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "B" -3/4" RISER CUT TO FIT MAINTAIN BETWEEN" 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 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS BLOCKING FOR 2x12 PT UNDER 2x12 ATTACH ALL COMPONENTS OF STAIR TO CONC. W/T" X 2" TAPCONS @ MAX. 32" O.C. G.1 SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER TOP OF 6, STRINGER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "E" SCALE: 1" = V-0" CTION VIEW SCALE:" -3/4 PLYA ON DECP --2x8 SYI AND W FRAMIP 2x4 DRAF' STOP 2x4 BLOCK 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 FSTRINGER / PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/J" X 2 4" TAPCONS @ MAX. 32" O.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C" SCALE: 1" = 1'-0" - 1x4 GLUED AND NAILED TO STRINGER FLOOR TRUSS OR 2x4 DRAFT GIRDER, FIELD VERIFY STOP �N -2x8 SYP DRYWALL STOP / I11 \ MUST NOT TOUCH / M di -I i STRINGERS 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 G SIMPSON A35 OR LSC EACH STRINGER — OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — (2) LAYER" EDGE GOLD OSB OR PLYWOOD OR 1 t"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. CONN. TO BOTT, OF NEWEL POST PER CONTRACT, PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. :L POST LET INTO 'LOCK IDE ACING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES NEWEL POST SECTION VIEW "G" BLOCKING SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" 0 1 /AIM UUIVO I MUU I IUIN UC I f-NILZ:) (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) u PSON 10d x ECTION VIEW "H" SCALE: 1" = 1'-0" r 0 l r N 4 p r A P r O M e4.: d: Y '��G• Q s a '> 3 •j z W ro ' 0 �� Now- r � `•i'�;• ��y e w 0 Z Q Lo E > c ; o M IV- d Elmo C6 ` .c O u _s nN1 w iD cO CC c9 W C M �a W W 0 W 0 Ld uj w w�a -i WQ�Q�zW X:j�J�03�mI�iU000 Q u Q E- Q <aR-U)x 0Zm00t-~ dU)W2Z0a00mZZ U m.Lun->u)ww�inLLO<00 � O O Z mw�Vp2U� 0Q o O =M O I O O N ow O O Q�CL �Ln L (�% LL n w L Q ce Q > Q CD Z H Z w �o l0 CV coc00000004 O O O N O N O N C) N C) N N N CV 1 ' r' O 1 O C) O r O Q N 0 0 C) r- e— O O O ' 0 L > 0 N 0 co 0 0 � 0 I CO I 0 1` I..L Z Z -ZO N � W Cn Uo�o ~ofW� Lo Z zW~a Of �- �= g �moz Z 3: Q m Z of TI aZZ w I� O-32z a 00 UDzz ■ Z Z =QO ~ U Q O 0 Q. M0 W z ST � Z Z W J w N 0 o � N LAST PLOT DATE Apr. 27, 21 ■ z O J STAIR DETAILS ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FIL'-ED 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 F'G = 3000 PSI W/ MAXIMUM 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY. 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUTE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM NET AREA COMPRESSIVE STRENGHT = 1900 PSI • REBAR PER ASTM A615 GRADE 60 • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S B. 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 + VERTICAL LOAD APPLIED HORIZONTAL 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 4c^wn-4 m SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8-03 BF12-OB BF16-OB 8F20-0B 8F24.OB 8F28-0B BF32-0B 8F8.1B 8F12.16 BF16-IB 8F20.1B BF24-1B 8F28.18 8F32.1B 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 3069 4605 6113 7547 8974 10394 r8107 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 2693 4605 6113 7547 8974 10394 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 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 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 13009 3470 1451 2622 4360 7168 45 6036 19 7181 19 8328 20 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 37 8825 14 7'-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 1 3898 5681 8467 44 6472 15 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705 37 6390 47 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1 1052 1533 2093 2781 3643 38 4754 45 11'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 12805 3552 540 873 1254 1684 2193 12805 3552 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR458 783 1370 1902 2245 2517 2712 15'-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR412 710 1250 1733 2058 2320 2513 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR I 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 1 1114 1 1359 1468 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 165 315 550 1784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR 129 250 450 654 884 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE GRAVITY LOADS FOR 8" PRECAST W/ 2" RECESS DOOR U-LINTELS 4c^wr_*w" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6-0B 8RF10.OB 8RF14.OB 8RF1B-0B RF22-0B RF26-OB RF30.OB SRF61B 8RF10-1B 8RF14-1B 8RF18-IB 8RF22.IB 8RF26.IB 8RF30.1B 4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 3699 5206 16639 8060 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 12277 2839 3402 3966 1167 2481 4567 1 6389 8060 34 7917 19 931119 T-10" (70") PRECAST 810 859 1653 1600 1 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 73 00 901 1825 3120 5048 7915 9479 10893 32 7'-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 08 19 10893 48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 999 1 1568 1 2253 3129 4150 589141 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE LATERAL LOADS FOR R PRECAST & PRESTRESSED U-LINTELS C,^a� ""� � /►� SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REINF. CMU T-10" (34") PRECAST 1293 1642 2135 3'-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 734 5'-10:' (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 7-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'-4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 15'-4" (184") PRESTRESSED N.R. 259 82 17'-4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR S" PRECAST w/ 2" RECESS DOOR U-LINTELS CRrn SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-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 * SEE NOTE 18 < 1.0 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4cAwr_449 m SAFE LOAD - POUNDS PER LINEAR FOOT YpE LENGTH 8F8-IT 8F12.1T 8F16.1T 8F20.1T 8F24-1T 8F28.1T 8F32-IT 8F8.2T BF12.2T 8F16.2T 8F20.2T BF24.ZT 8F28.2T 8F32-2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 1 5077 5861 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 V-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 721 23 1021 1634 12 2102 1 257110 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") NhECAST 591 680 113 15 147115 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 914 15 118515 1458 15 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 11'4" (136") ,RECAST 474 485 798 15 1034 15 1272 15 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 410 9 441 723 14 936 14 1151 15 1366 15 1582 15 470 543 1 928 1349 1649 1948 2247 13'-4" (160") PRECAST 418 15 373 606 14 783 14 962 14 1141 14 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1218 14 410 420 709 1050 1434 B 1694 B 1954 7 14'-8" (176") PRESTRESSED 239 323 519 (131 671 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 12 631 (12J 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 IY-4" (232") PRESTRESSED 162 222 347 1 446 1 546 12 646 12 746 12 166 261 424 616 831 B 1057 14 1225 14 21'-4" (256") PRESTRESSED 142 198 306 1 393 1 480 1 567 1 654 1 142 230 369 531 713 7 903 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 86113 997 13 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 1 200 316 450 600 7 756 12 675 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 CAwr_*m SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF6-1T BRF10-IT 8RF1+1T 8RF18.1T 8RF22-1T 8RF26-IT 8RF30.1T BRF6.2T 8RF10.2T 8RFi4.2T 8RF18.2T 8RF22-2T 8RF26.2T RF30-2T 4'4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1 1675 2525 1 3374 4224 1 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 T-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 7'-6" (90") PRECAST 506 797 1462 B 1952 7 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 1 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 LINTEL PLAN LG 0 UNIT '1871- 1ST FLOOR PLAN 1/411 /4" = 1'-011 O O POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE rGo o° o 0 0 8F16-1B/ST 8RF14-1B/0T O O °a D ° °a 0'_ D ° ° 8" PRECAST LINTEL W/ ((1� #5 HOR CONT D BAR & (2) COURSES OF 8' K.O. BLOCKS W/ (1) #5 CONT HOR BAR IN EACH - 0 o ALL GROUT FILLED \rJ ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° 4 1-1/2" CLEAR C.M.U. > C Lu Uo a #5 REBAR AT F- d ° BOTTOM MIN. (1) aa'`tuO^ REQ'D (7 m Ln °C iO w° 16 GAUGE POWERS zd�p� u 0r 3 STEEL BOXED n w R 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. ¢ a Z GROUT Nz = #5 REBAR AT BOTTOM 101 `o OF LINTEL CAVITY ° o BOTTOM REINFORCING 7-5/8" PROVIDED IN LINTEL ACTUAL (VARIES) 8NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/1T NOMINAL WIDTH � QUANTITY OF #5 NOMINAL HEIGHT- REBAR AT TOP i N O N N sF LO Q Isi 4K ` L w z 01 x " s .• w Z Q E ^` W L i -0M o ' 0 MN d V) V -0-0- 0 M W C t c7 C O r- } _� 0 �g "m a � va-0 .-s W L OO E M v) 0. 0 W wal-W _j � LL-Q mW JZW w�Ju0OO OD 0 -Lu Qaxmoz2q-F-¢~ Q mw0 awZtitiZ?NWOZOWOOm0 Lm (J'C �3ww3mm¢0w_j aWYaZZ 0WQ (LOZ �¢O- ¢Ow 2_P2w ¢ _ OLL Q a =O a�¢� O O N O W � = O C) �>'-+ V7 O C J V) d a rtj O Z Z w Jo N CO � 00 00 O O O r- O N O N O N O N O N O N O N N O O e- O � 00 O N r• A O N 4 0 0 O 0 O CD O O N 0 O O C ' '^ `l! O n O N O cM O It O V) O 0 O 1� ^, •/ nI �••••�� Z Z � W O N (1)� Uoro r F- 0 W W ,� z ZWF=-a X F- _ = co 0 F- Z r11 D Z Q mzw _ Z ZLL 0L 2 Q Iw O7 Z • Z T"� Z 2 Q 0 ~ U Z Q Ov o a. m S11- a z Z Z w W1871 N a r N LAST PLOT DATE p ApH.W?221 STRUCTURAL Z ■ Q J DETAILS REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U DETAIL'A' 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 3'4' 2'-2" PRECAST (2) D4.5 WIRE (2) No.3 2912 1 5318 5318 5114 5114 4'-0" 2'-8" PRECAST (2) D4.5 WIRE No.2038 3722 3722 3598 3598 4'-6" 3'-2" PRECAST (2) D4.5 WIRE No.1566 2859 2859 2772 2772 4'-8" 3'-4" PRECAST (2) D4.5 WIRE No.1453 2654 2654 2574 2574 5'-4" 4'-0" PRECAST (2) D4.5 WIRE No.1127 NNo. 2013 2013 2000 2000 5'-10" 4'-6' PRECAST (2) D4.5 WIRE 964 1636 1636 1712 1712 C-6" 5'-2" PRECAST (2) D4.5 WIRE 796 1454 1454 1435 1435 7-6" 6'-2" PRECAST (2) D4.5 WIRE (2) No.4 639 1167 1167 1152 1152 7'-8" 64" PRECAST (2) D4.5 WIRE 2 No.4 619 1130 1130 1115 1115 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 581 1062 1062 1048 1048 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 548 1001 1001 979 988 9'4' 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 467 853 853 759 843 10'-6' 9'-2. PRECAST (2) D4.5 WIRE 2 No.4 398 727 727 582 718 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. 5 312 570 570 391 570 134" 12'-0" PRECAST (2) No.3 2 No. 5 287 525 525 337 525 14'-0" 12'-8" PRECAST (2) No.3 2 No.5 270 449 449 286 451 14' 8" 13'-4" PRESTRESSED 12 1 No. 3 (2) 7/16 strand + N.R. 522 522 360 499 (2) No. 4 154" 14'-0" PRESTRESSED (2) No.3 (2) 7/16 strand + N.R. 473 473 328 455 (2) No.4 174" 16'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 357 357 254 352 (2) No.4 19'4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 277 277 202 281 (2) No. S (2) 7/16 strand + 20'-0" 18'-8" PRESTRESSED (2) No. 3 256 256 188 262 2 No. S N.R. 21'4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 219 219 165 229 (2) No. 5 N.R. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 203 203 155 215 2 No.5 N.R. (2) 7strand+ 24'-0" 22'-8" PRESTRESSED (2) No.3 (2) No. 5 (2) N.R. 164 164 124 179 N.R: NOT RECOMMENDED DETAIL "A" DETAIL "B" I L DETAIL"C" DETAILI'D" TYPE DESIGNATION P-PLAIN UTEL/ �I r' QUANTITY OF #5 BAR AT 5-SOLD LINTEL I I LOWER LINTEL CAVITY [8xlj 6-P-1L/1IU] NOMINAL W IDTHJI`- QUANTITY OF #5 BAR NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(l)#5U (0)#5L(1)#5U (1)#51.(1)#5U (1)#5L(1)#5U I)#5L(2)#5U DETAIL'H' 7ETAIL'J' DETAIL'H' &'Y DETAIL'K' 2'-10" l'-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 9550 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 7207 10000 9863 10000 4'4' 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 6614 10000 9053 10000 64' 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 4843 6687 6635 7320 5-1W 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 3940 5211 5402 5641 6'-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 4350 4350 4225 4314 7-6" 6-2" PRECAST (2) D4.5 WIRF 2 No. 4 3206 3206 3063 3183 7'-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No. 4 3071 3071 2916 3049 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 2831 2831 2651 2811 8'-4" 7-9' PRECAST (2) D4.5 WIRE 2 No.4 2625 2625 2421 2607 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 2153 2153 1881 2139 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 1777 1777 1448 1766 11'-4" 10'-0" PRECAST (2) No. 3 2 No.5 1568 1568 1222 1568 12'-0" 101-8" PRECAST (2) No. 3 2 No.5 1439 1439 1075 1439 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 1354 1354 981 1354 134' 12'-0" PRECAST (2) No.3 2 No. 5 1232 1232 849 1232 14'-0" 12'-8" PRECAST (2) No.3 2 No. 5 1149 1149 760 1149 14' 8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1419 1419 850 1347 (2) No.4 15' 4" 14'-0" PRESTRESSED 2 N3 ()o. (2) 7/16 strand + 1291 1291 775 1270 (2) No. 4 17'-4" 16-0 PRESTRESSED (2) No. (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'-8" PRESTRESSED (2) No, 3 (2) 7/16 strand + 961 961 446 872 (2) No. 5 21'-4" 20'-0" PRESTRESSED 2 N3 ()o. (2) 7/16 strand + 834 834 390 763 (2) No. 5 (2) 7/16 strand + 22'-0 20'-8" PRESTRESSED () No. 2 3 720 720 I 366 716 2) No.5 (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2J N°• 3 (2) No. 5 642 642 306 599 DETAIL "H" DETAIL "J" ..y DETAIL "K" TYPE DESIGNATION P-PLAIN LINTEL/ rQUANTITY OF #5 BAR AT S - SOLID LINTEL -] I LOWER LINTEL CAVITY [8xl 6-P-1 L/1 U] NOMINAL WIDTH H L QUANTITY OF #5 BAR 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 SOLID #5 (1) U (0) L SOLID #5 (1) U (0) L #5 1 U III L SOLID #5 (2) U (1) L DETAIL'DE' DETAIL'DF' DETAIL'DE' &'DF' DETAIL'DG' 3'-8" 2'4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 3764 6455 5637 5637 4'-0" 2'-8" 7 4" PRECAST (2) D4.5 WIRE (2) No. 3 2970 4965 4401 4401 4'-2' 2'-10" 2'-6" PRECAST (2) 04.5 WIRE (2) No. 3 2654 4449 3965 3965 4'4" 3-9' 7-8" PRECAST (2) D4.5 WIRE (2) No.3 240D 4D30 3607 3607 4'-8" 3'4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1966 3390 3053 3053 51-9" 44" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1193 2290 2085 2085 6'-8" 54" 5-0" PRECAST (2) D4.5 WIRE (2) No.4 1764 1763 1578 1578 7'-&" 64" 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 1409 1 409 1188 1267 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1000 1 000 686 903 All- 71 DETAIL "DE" DETAIL "DF" DETAIL "DG" TYPE DESIGNATION P-PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S-SOLD LINTEL I LOWER LINTEL CAVITY [8x1j 6-P-1L/1IU] NOMINAL WIDTHI `QUANTITY OF 15 BAR NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#51-(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U ll)#SL(1)#SU DETAIL'E' DETAII-7 DETAIL'E' &'F' DETAIL'G' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'4" 2'-2" PRECAST (2) D4.5 WIRE (2) No.3 9383 1 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 6766 1 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 54' 4'-0" PRECAST (2) D4.5 WIRE 2) No.3 3428 3727 4091 4091 5-10" 4'4" PRECAST (2) D4.5 WIRE 2 No.3 2787 3088 3369 3369 6'-6" 5-2" PRECAST (2) D4.5 WIRE 2 No.4 2560 2560 2723 2723 7-6" 64' PRECAST (2) D4.5 WIRE 2 No.4 1992 1992 2112 2112 7'4" 64" PRECAST (2) D4.5 WIRE 2 No.4 1921 1921 2035 2035 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No.4 1792 1792 1862 1897 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'-2" PRECAST (2) D4.5 WIRE 2 No.4 1186 1186 1014 1251 1 V-4" 101-0" PRECAST (2) No. 3 2 No.5 1074 1074 854 1121 12'-0" 101-8" PRECAST (2) No.3 2) No.5 992 992 751 1035 12'-6" 11'-2" PRECAST (2) No.3 2 No.5 937 937 685 978 13'-4" 12'-0" PRECAST (2) No.3 2 No.5 859 859 591 896 14'-0" 12-8" PRECAST (2) No.3 2 No. 5 804 804 529 838 14' 8" 13'4" PRESTRESSED (2) No.3 (2)7/16strand + 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 1 1 No. 3 (2) 7/16 strand + 836 836 426 763 (2) No.4 19'-4" 18'-0" PRESTRESSED 12 1 No. 3 (2) 7116 strand + 655 655 340 645 (2) No. 5 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7/16strand + 607 607 317 601 (2) No. 5 21'4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 524 524 277 526 (2) No. 5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 488 488 260 493 (2) No. 5 (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No.3 (2) No. 5 399 399 217 412 ..'4;. '4 DETAIL "E" DETAIL "F" DETAIL "G" TYPE DESIGNATION P - PLAIN LINTEL/ �I r QUANTITY OF #5 BAR AT S-SOLID LINTEL I I LOWER LINTELCAVRY [18x1 6-P-1 L/1IU] NOMINAL WIDTH) H `QUANTITY .111111 NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#SU (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U DETAIL'L' DETAIL'M' (1)#5L(1)05U DETAIL'N' DETAIL'L' &'M' 2'-10" 1'4" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-O" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 9313 10000 10000 10000 4'-8" 3'4' PRECAST (2) D4.5 WIRE 2 No.3 8548 10000 10000 10000 54' 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 6261 10000 8605 10000 5'-10" 4'4" PRECAST (2) D4.5 WIRE 2 No.3 5095 8995 7DO7 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'-B" 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 74" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2954 2954 2445 2937 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2384 2384 1884 2371 1 V-4" 10'-0" PRECAST (2) No. 3 2 No. 5 2082 2082 1590 2082 12'-0" 10'-8" PRECAST (2) No.3 2 No.5 1895 1895 1401 1895 12'-6" 11'-2" PRECAST 2 No. 1 1 2 No.S 1775 1775 1279 1775 13'-4" 12'-0" PRECAST (2) No.3 2 No. 5 1605 1605 1107 1605 14'-0" 12'-8" PRECAST (2) No.3 2 No. 5 1490 1490 992 1490 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1948 1948 1093 1591 2 No.4 15'154" 14'4" PRESTRESSED 2 3 l) No. (2) 7/16 strand + 1774 1774 996 1494 2 No.4 174" 16-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 1368 1368 771 1264 2) No. 4 IV-4" 18' 0" PRESTRESSED 2 No, 3 () (2) 7/16 strand + 1084 1084 615 1095 2) No. 5 20'-O" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1008 1008 573 1048 2 No.5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 877 877 501 966 (2) No. 5 22'-0" 20' B" PRESTRESSED (2) No. 3 (2) 7/16 strand +(2) 850 850 471 923 No. 5 (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 740 740 393 772 DETAIL "L" DETAIL "M" DETAIL "N" TYPE DESIGNATION P - PLAIN LINTEL/ r QUANTITY OF #5 BAR AT 5-SOLID LNTEL I LOWER LINTEL CAVITY [8xl L/1 U] I6-P-1 NOMINAL W IDTHJ J NOMINAL HEIGHT `-QUANTITY OF #5 BAR UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl6" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID *5(1)U(0)LL SOLID #5(2)U(1)L DETAIL'DH' DETAIL'DJ DETAIL'DH' &'DJ' DETAIL'DK' 3'-8" 2-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 5713 10000 10000 10000 4'-0" 2-8" 2'4" PRECAST (2) D4.5 WIRE (2) No.3 4511 10000 9686 10000 4'-2" 2'-10" 7-6" PRECAST (2) D4.5 WIRE (2) No.3 4032 10000 8687 9503 4'4" 3'-0" 2-8" PRECAST (2) D4.5 WIRE (2) No.3 3647 9133 7835 8173 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 2990 7025 6382 6382 5-8" 4'4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1819 4139 3839 3B39 6-8" 54" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2976 2976 2676 2737 74' 64" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 2292 2292 1918 2121 9'-81, 8'-4" 8'-0' PRECAST (2) D4.5 WIRE (2J No.4 1563 1563 1113 1455 "r a DETAIL "DW DETAIL "DJ" DETAIL I'M' TYPE DESIGNATION P-PLAIN LINTEL/ (-QUANTITY OF #5 BAR AT S - SOLID LINTEL -1 I LOWER LINTEL CAVITY [8x1 6L/1U] j L NOMINALWIDTHJI NOMINAL HEIGHT QUANTITY OF #5 BAR UPPER LINTEL CAVITY GENERAL NOTES: 1.) CODES 1.1 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE 7TH EDITION (2020) SECTIONS 1901.2 & 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 (813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" AGGREGATE, 8" TO 11" SLUMP 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A496. 3.) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE (2020, RESIDENTIAL) SECTION R606.6.3 OR FLORIDA BUILDING CODE 7TH EDITION (2020) SECTION 2104.1 4.2 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT 4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT, 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD) (SEE SCHEDULE) 2" 2" (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN " 7/32" STIRRUPS AT 4'-0" cc o`o (TIED OR WELDED) `r' Ln Ln BOTTOM BARS n iv 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 LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT (PLACED IN FIELD) - � M . EO 00 � Lj M N_ M �N. 7 5/8" TOP LEG BARS: (SEE SCHEDULE) 2" P1) #5 CONTINUOUS REQ'D. ER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc (TIED OR WELDED) BOTTOM BARS SEE SCHEDULE NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL RECESS LINTEL SECTION PRECAST CONCRETE CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT U I LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#51.(1)#5U (0)#51-(1)#5U (1)#5L(2)#5U DETAIL'O' DETAIL'P' (1)#4L(1)#5U DETAIL'Q' DETAIL'O' &'P' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 54' 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 7681 10000 10000 10000 5-10" 1 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 6251 10000 8615 1OD00 6'-6" 5-2" PRECAST 12) 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'-8" 64' PRECAST (2) D4.5 WIRE 2 No.4 5967 6199 4657 6477 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No.4 5430 5524 4236 5756 8'-4" 7-a' 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 1 V-4" 10'-0" PRECAST (2) No. 3 2 No.5 2699 2699 1959 2699 12'-0" 10'-8" PRECAST (2) No.3 2 No.5 2436 2436 1727 2436 12'-6" 1114" PRECAST (2) No.3 2 No.5 2269 2269 1577 2269 13'-4" 12'-0" PRECAST (2) No, 3 2 No.5 2034 2034 1366 2034 14'-0" 12'-8" PRECAST (2) No.3 2 No.5 1878 1878 1225 1878 14'-8" 13'-4" PRESTRESSED (2) No.3 (2) 7/16strand + 2413 2413 1338 1974 (2) No.4 154" 14'-0" PRESTRESSED (2) No.3 (2) 7116strand + 2199 2199 1219 1846 (2) No. 4 17'-4" 16-0" PRESTRESSED (2) No.3 (2) 7/16strand + 1698 1698 944 1546 2 No. 19'-4" 18'-0" PRESTRESSED 2 No. 3 () (2) 7116 strand + 1348 1348 753 1330 (2) No 5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1254 1254 702 1271 (2) No. 5 21'4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1092 1092 614 1167 (2) No.5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand +(2) 1023 1023 576 1121 No. 5 (2) 7/16 strand +(2) 24'-0" 22'-8" PRESTRESSED (2) No.3 No.5 898 898 481 947 DETAIL "0" DETAIL IT" DETAIL "Q" TYPE DESIGNATION P - PLAIN LINTEL/ rQUINTRY OF #5 BAR AT 5-SOLID LINTEL I LOWERLINTELCAVRY [18x16-P-11L/1 U] NOMINAL WIDTH] L QUANTITY OF #5 BAR AT NOMINAL HEIGHT I UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 811x20" 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 ##51)U(0)LL SOLID #5(2)U(1)L DETAIL'DL' DETAIL'DM' DETAIL'DU &'DM' DETAIL'DN' 3'-8" 2'4' 2-0" PRECAST (2) D4.5 WIRE (2) No.3 7665 10000 10000 10000 4'-0" 2'-8" 2'4' PRECAST (2) D4.5 WIRE (2) No.3 6054 10000 8442 10000 4'-7' 2'-10" 2-6" PRECAST (2) D4.5 WIRE (2) No.3 5413 10000 7552 10000 4'-4" 3'-0" 2-8" PRECAST (2) D4.5 WIRE (2) No.3 4897 10000 6836 10000 4'-8" 3'-4" 3-0" PRECAST (2) D4.5 WIRE (2) No.3 4017 10000 5613 10000 5-8" 4-4" 4-0" PRECAST (2) D4.5 WIRE (2) No.3 2448 7050 3434 6540 6-8" 54' 5-0" PRECAST (2) D4.5 WIRE (2) No.4 4569 4569 2302 4235 T-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 3338 3338 1640 3122 91-8" 64" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2158 2158 936 2036 DETAIL I'M" DETAIL "DM" DETAIL "DN" TYPE / DESIGNATION S - WE LalTt1 r LOWER L01 1�r VITT T [[8XII6-P-IL/IU1 HmffJ L WL]ItI�EL"LVVMMMIT LINTEL PLAN ON 10 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 ##51 l 1UU(OLL SOLID #5 (2) U (1) L DETAIL'DA' DETAIL'DB' DETAIL'DC' DETAIL'DB' &'DC' DETAIL'DD' 3'-8" 2'4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 1919 2143 2143 1753 1753 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 1597 1801 1801 1483 1483 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 1473 1668 1668 1376 1376 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 1367 1553 1553 1284 1284 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1194 1363 1363 1131 1131 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 864 995 995 831 831 6'-8" 54" 5-0" PRECAST (2) D4.5 WIRE (2) No.4 662 816 816 650 654 7-8" 6'-4" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 542 669 669 462 537 97-8" 8'-4" 81-01, PRECAST (2) D4.5 WIRE (2) No.4 396 489 489 261 393 4 DETAIL'IDA" DETAIL I'M' DETAIL "DC" DETAIL "DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 811x24" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAk 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)UU0)�LL SOLID #5(2)U(1)L DETAIL'DO' DETAIL'DP' DETAIL'DO' &'DP' DETAIL'DQ' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 9620 1OD00 10000 IOODO 4-0" 2'-8" 2'4' PRECAST (2) D4.5 WIRE (2) No.3 7599 10000 10000 100DO 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 6796 10000 9505 10000 44" 3'-0' 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 6149 10000 8604 10000 4-8" 3-4" 3-0" PRECAST (2) D4.5 WIRE (2) No.3 5044 10000 7066 10000 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 3077 10000 4325 10000 6'-8" 5-4" 5-0" PRECAST (2) D4.5 WIRE (2) No.4 3765 7387 2901 6631 T-8" 6'-4" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 2693 4979 2069 4671 7-8" 8'4' 8'4" PRECAST (2) D4.5 WIRE (2) No.4 1552 2996 1183 2844 E ....: � 4 ... 1l•''Y..� Zi DETAIL "DO" DETAIL "DP" DETAIL "DQ" p TYPE DESIGNATION S - SRDf L.9tffl. � I � L.ti1i�L �G� TY T [8x16-P-IL/IU] MwK IQBIITJH L W11 GTY OF VVrTYBAR AT TYPE DESIGNATION P - PLAIN LINTEU QUANTITY OF#5 BAR AT S - SOLID LINTEL -] 1 LOWER LINTEL CAVITY [8x116-P-11L/1IU] NOMINAL W IDTHI J `QUANTITY OF 15 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY SAFE WORKING LATERAL LOADS (PLF) 8" X 8" LINTELS Length Type PLAIN O8D 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 514" Precast 663 1940 5'-10" Precast 583 1624 6'-6" Precast 486 1396 7-6" Precast 403 1134 7-8" Precast 392 1100 8'-01, 1 Precast 363 1037 8'-4" Precast 318 981 9'-4" Precast 222 772 10'-6' Precast 156 600 1l'-4" Precast 132 651 12'-0" Precast 111 593 12'-6" Precast 98 544 134' Precast 82 475 14'-0" Precast 71 429 14-8" Prestressed N.R. 417 154' Prestressed N.R. 369 174" Prestressed N.R. 257 1914" 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 N O N N v - .. 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Q V) CO V 0 M A, L 2 WMIME O B o _O Uci nV) z, V w CAN c E M W L Bcc) •9 a a U, l.w LLI W HLL° Y 0 x) (n0z00L0 9oWWOmoZ - �LLHZ��a- QQ jOxZO2O° HLL o�o onOYHZ0'O 0 Z J0ZZO 7a°z` WwNwZo aZ= WF LL ~ Y Z OIx Q ° =O °FQu- Q LL w N o_w H 0 0 Q M � Ln � LL n a� 0C M f.i� a G rl z I- Z Lu zo 110 N to0000000� �- O N O N O N O N O N O N O N C6 N d) O ' O - O - CO p N r-- A 0 N 4 0 0 6 0 c6 0 O O CV 0 �C) N a) L j � 0 N 0 I M 0 I q- I 0 LO 0 1 CD 0 ti ' .> Z Z Z_ �WfA 0) a Z) a U Lu 0 W ms X :z ■T Z LW r� Z �m0Z ~X (20 w Z J Z 0� T1 aZZL- 0a>-Lu 2 00 Q Z • ■■ Z Z 0 ~ c) Z oV i O Q a. _ z Z Z S12-1871 0 ui N r N LAST PLOT DATE p Apr. 27, 21 STRUCTURAL . z 0 j DETAILS (L) I -- - - - _ 1 1 I1111 _ _. _ 1 C Zq§9RN9AHff Mounting Bracket%'I ) Gauge +1Q'A4-1,2'x2-12- Stv Ant:lQt 5,0ed bolts A3211 9Typ.) 1 asfa" walhpn / SelKotking Nuts Tf Back Cross Support Q!>�<� (May hea ((wre to INJ Right 6raCket (-10 Gauge) *14SF4f4?relfing scar" 5 hr'C Unit Bottum ELfyr • Hurrlwe'!Aw (T,rfliril: 3 it frrint) Front Cross Support (May be cut to W" Left Bracket (16 Gauge& 04 4 Self-Ctiling 5(Fews Thf U B,dckt�L5 & BaA Cross Support Iric AiC Lena Bottom Side (Typical: 3 each side for hurricane it-?) �iwl.IliS.. a111JLi- mavru,ynn -iaan 1-1 w- 6 air littir­ -A- cIii - F Raved! SrA Dra4.4nK ir&A&Wc upon realwm t fett WA spidr i FLW7a7f.Ra.. Code TTY&e Vw91m Yse.4.,ber Ise", 2112E 1, drat metals I, Category: Rooting S1eCat.pory'. Met1' RoOl ng COM11011.1, Msewd E'Wklatren Rom "roe a =Iona& P, eeslered Nchrtcl x A LICensed Format Plotes-111 Ffrgn.ar FLM76"As Praduch .fie Prodtel Mold. NtrMer w New Ur Mete1 Rmnr,9 Syal4ms QAIL JYF& Ym= zaaamugn AArnnn.Xl 2,1 a) '3'm44 Vent Feoduda ha. Ca'aary: SVydural CwnparitMs StrtCa/agory: Products Inlroduca4 as . Re.e e1 New Tedlnolagy Comilanca Yetlsod Ewi udior R-01 from a ,Hilo Registered AIMA,:N w b LR*nsed Flalda FLMERsIAUUA ^rates..W Engataar a R mace Yggel. aw.tta w range 1 9maAvrtt Modet tt1540.E10 ^ SmerlVen( Model r1540-511 3 SmadVant Model 14154P52Q 4 yrnotVant Mods r 640-521 - Sn'savera Modal 41540,524 smadvaet MadN 01540-570 7 5manVda Modetr1540.574 Cads Lraa version WDNaum R.wan W20 Tnarma-Tru CwPor4kcn Category: E.1.nar Dean Suttcategory. swnge.g Mara Ccw AssemaNes Corllpl(anoe Method: E'.0-um Re Rom a Fon de Repstared Ard,rbcl a a L-sad Flrnde FI.N'aea,?a ProreafonN Eronw Rnd�er. e Y PreAtl Yatsl. IWmEFr wrierea 1 s Therms-Tru Fit ofclassc end Smooth Met TherrN-TruFlbeFOasscend&rrodnsa ] e Thl -n T.0 Fib Clasp. 3+n1 S11010h-Sle1 1 c r e--Tru Mber-Classl; end Smooth -der 5 e Therms-Truliter-Classi: and Smualn-Sia 8 r. Tnerr aI FAtwCkssk eta ewnodh-Stsr x C Thenna-T, a Fit,., Classi: end Snlodlh-pal 8 h Th.nne-Tru rit eFC'es11. end Smo0-51sr 9 1. 'hem•.a-'ru flux,-Clessk and S,YowNSter Sat.ROAtR Yodel. RutsEar a Mara 12 1. Th.m1a-Tn F1ber-Qafinc MMd sngwNSN1 ]Yp! 3(![Y9D C Resnslat _ =9 POT 110Jnrks eelagary: Exterior Doors SubCategory: &s ding Eetenw Dow Assemdles Conpsenee alattaE -*M kado ?lark a Lsang PL1Y251130 Pradyda ai9 wP.Ya.Nrrt� a tiara ►sfsk ImpeM Florida Department of Business S Professional Regulation Building Codes and Standards Product Approval Application Detail F Defy w cons., Enan.s A Lk- J.- St-i. la;swryR Pries (50.2! 33031511 -t-74021 pe '.®de:eel nYam. Product DPawntlan CMC IONS DMC 15M LIMC 1(53. CAR: 20C3. CAIC SV NO. I or I 1:1412y"., MO. A& Cos. P-di, Dole Vaud led Iw Vaddet.d ashamed Sac Anwovel Aoornsred steers Lo,ke 9-11-PE nti W020 08f".X W1'a^_D^0 ,Cr'3r?020 4nP^oe-d I3341309-1e(0 AMOVW for Use AMOWd rot Use BMW Doge C(rtrad E ID HYM QtetQ, IMIL ResNad Passau 12512325 Ye: w NIA-91'8') Florids D?epartrnent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pose 1 or 1 1rNs121 rmlmt 9t 2di fts D 210 921= Bw,im a Laaalae Vall"Od By vaedolea somaw FRC Aws oval ADINIONVOIJ Mkd1a,l C;nFam Hermes F Norero P E. Look* Bowden P.E 1215M:0 12I1 d20T: 1212M1079 A.-�r-r! 077'1,141. 4 PE'3778 [Z4) 3W4000 nraQsmart 'ran Fftdud G'ual Fyndto Fto d and Venliebon Vent fhwl F..ndiw Flood end V.ndalim Vant Insuletsd Flood Vert IInAted Hod Vent fB601w.. Ga,K0 door HOW Vent Hood Wall Notated 1-1o0d Vent 14 5ap d: (brage Coor Fi VOM Otnita Assurer¢. - - ore 121J14020 lies, an mvmz Yes Anwovedfor use, .ttL7ii Yas maw lted.MM Dl NIA Dist- ISaaYiu •IO0r 10D 12131 r20211 Yes Yes NIA .1001(1 12/312020 Y. Y- NIA .'00 0 1YJ12020 Yes YK NIA •,(CF 1G) 12131 r 3N Yes ".s MA NIA 12/J12020 Yts Yet, "A •10(­C) 12/31.010 '(ef -es Itl4 NIA Florida Depatmert of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail gm or ga"Illt E} ct uer d Upma validated ar St- .asperse Lyrtdwl F. Schmidt, P.E. Rya. J. i(,np, P E '8N, 643-762e PE-43402 (313 T17-65C5 nafp V SwtEglnwmaLru. CO Ngrrwwl 816a1e 9 same' W-Aoud Opaque Camposhe Edge Fmorg.ss ogle Dow 1aw.nQK,1J18'Nr g: X rwNgunticn: H~el M139:8 aoJt: npactaquwt Opeme Cu q-1,e Edge Foeyass SNye Dow AN 9aeaeln rinswingRk'awnp XO. OXw OXC eespuretlorC No- tIl Ba939,8 area. .mPeclaqura, OPaq.e Cwnposne 1,09. F-g-o s Dwwe Done 1wd a wllhcu! SdalltK PnsrngA2Jtswm g: xX w VXF-O eefaunnlora) Nwrrw 86A59:0 &-._ Nepaetaqud. Olmwe COltposne Eqg. F- Wess Sin pe Lbw 1'nawinglGN.NNp. x refquntlonl Nor -I 86939.0 dwt..mpacl&auoi Ov.we Cwrytosle E110e Frtr"g $11Ae [I- wen 9atnaWs) IlnswlnalOusw'Ng. XO. OX w OXO eatspurenors7 NamFel 86s10:0 &ooWINw.C1 U t OP.Me Cweposae Ed12e Fioapass Daawe pcc reap a ,61hout S'IdeIItK rinawnwWomn g, XX w OXX0 ewnllgumtenc Nmtxlol 88A19.8 8nut.'r t4.ar;Anuo1- CA... Cw*perm E09c Fitwpass Sriala Dora (nswnglCats rp X oM.gura7on; NoNdtf S6a398 Solnr:Ini.CNBcuoa GIKK Cep-,e ape F--pass Single, Doc ON 9-1de/st'IN-90r-wrg XG "o,OXO consgunticnM No-168s303 awe.' rp.c6oua. G1.1. Cwnoasaa Fdge F21e7ass Datwc Dew with or minwt 5delnss ('x rrny0alswN g; XX of OXXG ew,"9UrcNMs) Product D.swldbrt Normal 86SJ9:0 6duaLimQiet6ayar Glazes COYposte Edge F oryas. Dauoa Dow wtn or wahonsdNit, finswlwl oldawaxxwoxxo oon"=; Plate I d0 'P1202s Date M. Dow sendlm rte va14.s4 suemtw FOC Ammval Anwo sat Naha Ga1737202b C711212C 70 J71 020 10113MM Arptwed Quota Assurasor rtM17aM salradm gets AWoved la Use Ani road ra Use Ouldde NWR I t dale aft t 12,]7�12' No Yss as WA 721t .0:' No Y. In. WA 12.31 r0?• Nn Yes Yes WA 12]71i 02' Na 'fez yaa WA 12,]1202' N. Yes n WA 127312021 No Yes Y. WA 12131202' No Yes Ycs WA 12.131202- NO Yea Ya, WA 1 Z131202• Nc Y. Yes WA ouakea Ass-,. Anao.ad for Use Aaaoaed lor (sat b-d p� Contract Expleada , Cato In NVHZ Amide wow Resistant Pramn 12311m, No '(ea YK WA Florida Departrllerl of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail - Pipe l d l 11b12V11 291 2KI Doh Pending getE FBC Aowowl � am :ens Rosewlg MaltfDade 6=-CEP Mae,FDade SCCO-VAL I"W-1020 1O26rAIN 11714I20N Appnnd .941, 496-0100 (is61315.25X Fours4ttlrrafnoJ 1_5C are DueIIN Asstranes Awn"o d lw Use Apwowd ear Use [,,,Did D.sdr , Product Destritiliont t6HVHZ Dlnlraat P- IATYI91*9UNssDann 041147MI Yes Yea vas NIA January 14, 2021 PRODUCT APPROVAL SPECIFICATION SHEET(2021) 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 Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING ThermaTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2021 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2021 ThermaTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2021 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/40.0 psf 12/31/2024 PGT Series 5570 FL251.9 4/14/2021 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.005.0 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.003.5 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 N/A 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 C. FIXED M I Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 N/A 4/30/2025 D. MULLION M I Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 PGT Series 5500 FL261.1 N/A 5/26/2026 E. OTHE R 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING N/A 12/31/2023 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2021 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328 N/A 10/18/2021 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Of, Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2025 F. METAL ROOF Gulf Coast Supply & Manufacturing, LL 0.032" Aluminum GulfLok 16" wide roof panel FL11651.2 R3 N/A 4/12/2024 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2021 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2021 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 6/30/2021 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2021 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A 5/21/2022 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N/A 5/25/2024 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) APPLICANT SIGNATURE DATE ELI Qa Taw vwgn YartuNdw« Res4siw 2023 Therm T,u CwrxesNa, Category: EXtww• Coon aubCMegory: e.YNinglnp nderwr Caw As1er11ales Compltasca 0441. se Evaaustion Repottsagm a Fields Reglalff .Arenkeet we Littesed rwde F A28471y 0.�eYR�'ets Prdess M E'n9lnealr sa11 M FsorLct Model. tunhr w Ism 1 a. Th,rmsi. Frier-:0assiu and Smootn-Sta- b 711- T,u Fser --lase and S-INStvr 1 a Riet- Tru FAcr-Dore; -d S-d"Slar a U. Tennm?ru Fser-iq�ssK and SmaotnSla 5 e. 11-Tm 1`er ''.Iasek and SmootnSmr 8 fTbernn•Tri Fg)ar-CI&aa0 Spa 9maatn•34r / g. 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Edge Fiberglas. Double Doc * w without SMelaK (Inawin9t0u rq, XX or CXXO crnkluretlm s) 1iWiW AAsura,ce Apgrowod la use Approved for Use Y I east CaArad twirallon Date in NVIiZ OtAIM, NVNZ R.11 .4 Preset►a 12rMWI Yes .es res INA I2r312G21 Yes Yes Yes NIA r211112021 Yes Yes e, NIA. t 2n 12021 Y" Yes vas NIA `2f3I/2C21 Yes Yes lee NIA 1213112G21 Yes Yea res 'J/A 121312C21 Yea YN, /K NIA 12131,2071 Yea YK res. 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Harbor ar Hans t SERIES 420 ALUMINUM suo SERIES 420AL(fMINUM SGD 3 SERIES 420ALLAAINUTA,-4D REINFORCED 4 SERIES 420ALUMINUM SGD REINFORCED 5 SERIES 420 ALlMINUM SW REINFORCED Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application NUN EOHW a sgNINgt Vardaad 1W Brent 8m oar Lut1 RabeM Ldme1 Ste," M. W 0n, PE (7tT, 30S3300 FIE-62514 1717017-6464 bsrIngerdirrowd.cwn Pace t a2 1e MI Cet# am# Dwe Pond m Does V,N",d f A,,,o d 1 dgw2020 1('%020 101-SQ0-0 122M 5f2020 .Appn02ed OuatM Aasaanca AisrOmaQ for use AEMMM-d�or In "M Use Ir,� Rai ftft P- SERIESI2GAL"1`4N)M$iDOXO 12/312924 No Yea ll" NO WA 145-3(4&qud80 :xSdOOt NON -REINFORCED SERIFS 4M At UMINUM SGO OX. 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I I . - IT I Simpson Strong -Tie 2020 FBC Approved Products Updated 12J3=020 For direct Ftr*s tool SST approvals fisted below, CLICK HERE. For additional Information regaining Ronda's Statewide Product Approval "tow and Man*Doodo Count/ Notice o(Azeeptance INCA), C'LIJIS HERE. IFILS2355-IR7 Staglit Product Model. Number or Name Product pescriglitfian 1 Tolson Stainless Steel Concrete & Masonry Screw (TT4-SS) 1 W' diameter Titan stainless steel masonry screw FL#95WR6 Seq # Product Model. fillifiritifor or Name Proguot wacripirl" I SDl 01 12DBB Outdoor Accents Connector Screw 2 SD9112, SID9212, SDI0112, S)10212 Strong -Drive SO Connector Screw 3 S091112SS, SD9212SS Strong -Drive SD Connector SS Screw 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22856, SDCF221014, Strong -Drive SDCP Timber-CF Screw SDCF221134 SDCF221334, a:)CF271958, SDCF272358 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDC:)22912, Strong -Drive SDCP Timber-CP Screw SOCP221100, SDCP221134, EI)CP271400 8 SDHR27400, SDHR27614 SDIR31400, SDHR316 4 Strong -Drive SDHR Combo -Head Screw 7 SOS251 12, Sr),S2.5134, SDS2I52OO SIDS25212, SDS25300, SDS25312, SOS2.5412, Shorg-Drive SIDS Holuavy-Dully, Connector Screw SDS25500, SDS25600, SOS2,%OO a SDS25112SS, SOSI SDS2252112SS, SDS25300SS, SDS253112SS Strong -Drive SDS Heavy -Duty Connector SS Screw 9 SDWF2718, SDWF2720, SDViF2724, SDOW2726, SDIAF2730 Strong -Drive SDWF %cit-to-Flocir Screw FILM 0007-R8 Product Model. Numblar or Name produ ri ion I ATR3/8, ATRI/2, ATR518, ATI Threaded Rods 2 ATUD5, ATUDII ATUO9, ATUDI ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 3 SP318-2, BPI/2, EIP11/2-3, BPS/3.2, BP5/8-3, BP3/4, BP39-3, BPRTUD3.4 Searing Plates 4 CNVvW8, :;NW1y22, CNW5/8, C14W3/4, CNW518-1/2, CNW3/4-518 Coupler Nuts 5 CTUD55, :TUC66, CTUD66, CTU075, CTUD76, CTUD77, CTUDI CTLD88 CTUDE17, Coupling Take -Up Dever CTUD98,:,TUD99 6 N3, N4, N5, NB Heavy Hex Nuts 7 RTUD3, RTUD313, RTUD4. RTUD413, RTL'05, RTUCS, RTUD7, RTUD8 Ratchrefing Take -Up Device 8 TUD9, TUD10 Take -Up Device 9 JIUW38 Take -Up Washer 10 URS3 318"Upliff Rod Run Tiedown System 11 URS4 112" Uplift Rod Run Tiedown System 12 URS5 5I8"Llplift Rod Run Tiedown System 13 URS6 314" Uplift Rod Run Tiedown System FL#1104411-116 Ig" Product Model. Number or Name Product Description 1 DTT2 Hold-down 2 HDC10/4 HDC10,22 Hold -dawn 3 HDQ8, HHDQII, HH.DQ14 Hold-down A HOU2. HDI HIDUS, HOUR, HI0U11, HDO14 Hold-down 5 HPA28, HPA35 Strap -style Pullin anchor 6 LSTHD8, _STHD6RJ Strap -style hold-down 7 MASA,MASAP Foundation anchor strap 8 MI MPAI" Strap style purlin anchor 9 PAI 8, PA23, PA28, PA36, Pl PA68 Strap -style Pullin anchor 10 PAI18, PA123, PA128, PAt35 Strap -style p6rlin anchor 11 STHDI 0, 3THDI ORJ ctilip-styke hold-down 12 STHDI 4, STHD1 4RJ Strap-slyle, hold-down Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3012020 For direct inks to *4 GOT ropprovills listed below, CLICK H ERIC For acicklonal Information regarding Flonda's Statewide Product Approval System and Wantri-Dooldio Count/ Notice o(Acceptance (NOA), CLICHERE, 21 LB series hangers Top flange hangers available in width of 1-9/16" and heights ranging from 5-318'tto 22 LBAZ series hangers Top flange hangers available in width ofl-SIMIT'and heights ranging from 9-3116" to 13-1 W 23 LEG3, LE35, LEG7 series hangers Top flange hangers available in widths ranging from 3-1/4" to 6- 7/8"and heights ranging from 9' to RXII 24 MI MEG7 series hangers Top flange hangers available on widths ranging from 5-1/4" to 6- 7/8" and heights ranging from S" to 32-lrZ' 25 MIT series hangers Top flange hangers available in widths ranging from 1-9/W'tc 5- 1 tI and heights ranging from 9.114" to 24" 26 PF, IDES, PFDB, PFDSB series hangers Top flange hangers available in width of 1 -9MIT'and heights ranging from 3-3Wto 7-116' 27 RR Ridge rafter connector 28 WP series hangers Top flange hangers available in widifis ranging from 1-9/16" to and heights ranging 9-14'to 32". F1I 0860-R5 Seog # Product Model. Number or Name 1 ABA44, A3A44R, ASA48, AI3A40R, ABAW, ABA86F 2 ASU44, ABU44R, ABU46, ABL4611, ABIJI ABU5.6, AGUI ABU66, AEU66R, ASU88, ABU88R, ABUIOIO, ABU1010R, ABU1212, ABU1212R 3 ASW44Z, ABW44RZ, ABW46Z ABW46RZ, ABW66Z, ABW66RZ, AB`A(7-7 4 AC4, AC41R, ACE4, ACO, AC6S, ACE6 5 BI BC48, BC4R, BC6, BC6R SC8, SCS2-2/4, IBCS2-3ffi 6 CB44, CBI CB48 G366, C668 7 CBSQ44-SDS2, CM46-SDS2, CBSOW-SDS2, CBSQ88-SDS2, C13SQ8&SDS2 8 CC, ECC ECOU Series 9 CCQ-SDS2.5, ECCQ-SDS2 5 Series 10 CPT44Z, CPTI CPT88Z 11 EPB44A, =PB44. EPB48, EPSW 12 EPS4Z 13 LG844, LVBffl 14 LPC47, LPC6Z 15 MFI MPBMZ, MFI 16 PB44, P644Rt PM, PB66, P666R 17 PHS44A,'BS46,F`5356 18 PBV6, PSVIO 19 PC44-16, PC46-16, PC48_16, PC64-16, PC66-16, EPC44-16, EPC46-16, EPC48-16, EPC64-16, EPC68-16 20 PC4Z, PC4RZ, PC6Z, PC8RZ, PC8Z, PC8RZ, EIPC4 , EP104RZ, EPCdZ,EPCdRZ EPC8Z EPC8RZ 21 PPB44-4Z, PPB44-6Z 22 RP13Z FL#i 081 seq # Product Model, Number or Winnie 1 FJA, FSA 2 FRFP 3 GH46-6, GH46-8, GH48-6, Ghl GH41 0-6 GH410-8, GH66-6, GH6&E GHI GH68- 8, GH61C-6, GH61" 4 GLB5A, GLB5B, GLB5C, GLB,!D, GLB7A. GLB7B. GLB7C, GLB7D 5 GLBT512, GELT612, GLBTSle GBLT616, GLBl GBLT1I 8 HGLBA, HGLBB. HGLBC, HGLBD 7 HOT-2, HI HGT-4 8 UFPI0-a:)S3 9 URFP Product Description Adjustable Post Base Adjustable Post Base Adjustable Post Base Post Cap Post Gap Embedded Column Base Embedded Column Saw Bolted column caps with Wl ranging from 3-1114" to 9-1/2" and AQ ranging from 3-5/8" to 7-112" Screwed column caps with W1 ranging from, 3-1/4" to 9-1!2'and W2 ranging from 3.518'to 7-11Z' Concealed Post Tie Saw Embedded Post Base Embedded Post Base Embedded Column Base Light Post Cap Moment Post Base Embedded Post Base Embedded Post Base Round Post Base Post Cap Post Cap Post Base Retrofit Post Base Product Description Foundation Anchor Fiat Retrofit Foundation Plate Girder Hanger Glulam Bearing Plate Glulam Bearing Plate Heavy Glulam Bearing Plate Heavy Girder Tiedown Universal Foundation Plate Universal Retofil Foundation Plate 0 Simpson Strong -Tie 2020 FBC Approved Products Updated 11WO;2020 VMMMM Simpson Strong -Tie 2020 FBC Approved Products ,,,dated l2r.W020 For drect Inks to all SST approvals fisted beow, CLICK HERE, For additional in born regarding Ronda's Statewide product Appirclval System and Marri-Dade County Notice of Acceptance (NOAI, r�LIUI. EQ. E=:w For direct inks to all SET approvals listed below, CLICK HER-, For additional informalton regaining Florida's Statewide Product Approval System and Miami -Dade County Notice ofAcceptance (I jgjjjoH:E'RF FjL*1 0446,11116 Sea At Product Model Number or Name Product Oescrippon FL#1 04WR5 Sea # Product Model. Number or Ngme Product Description I A21, A23, A33, A34, A35, A44 Angles I BT,BTB.BTH Brick Ties 2 APA21, APA4, API APVA21, APVA4, APVA6 Outdoor Accents Angles 2 CMST12,CMl CMSTC16 Coiled Straps 3 AP844, AP844R, APV866, AP986R, APEN, AP886R, APSIOIO AP91010R, APVB44, Outdoor Ace -ants Post Elasm 2 C S1 4, C S1 6, CST8, CS320, CS22 Coiled Straps APVB44R, APVB66, APV666R, APIVB88, APVBMR, APV81010, APV8101 OR 4 CSHP18, CSHP20 Coiled Straps 4 APDJT2-4, APDJT2R4, APDJT2-6, APDT2R­6, APVDJT24 APVDJT2R.4, APVDJr2-6, Outdoor Accents Ceck Joist Ties 5 CTS218 Compriessionorl-eision Strap APVD,rT2R-6 6 DSP, SSP, TSP Stud to Plate tie 5 APHH46, APHH46R APHH61C, APHH61.)R Outdoor Accents Heavy Hanger 7 H1, HIOA 1­115A, H3, H6, 47Z H18, HIBS, H16-2, H16-2S Hurricane'ries. 6 APL4, API-6, APT4, APTI AP)JI-4, APVL6, APVT4, APVT6 Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 7 APLH24, APLH24R, APLH26, APLH26R, APLH21 0. APLH21OR Outdoor Accents Light Hangers 9 H S24 Hurricane Tie 8 BVLZ Brick Veneer Ledger Connector 10 HSS2-5D51 5, HSS2-2-S0S3,HS52-3SDS3. hSS­5DS3 Heavy Stud Shoe 9 CBT2Z,CBT4Z Concealed Beam Ties 11 HST2, HST3, HST51 HST6 Straight Straps 10 CJT3Z, CJT4Z, CJT5Z, CJT6Z Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS2f, HTS30, HTS30C Heavy Twist Strap 11 DJT14 Deck Joist Tie 13 H TSQl 6KTZ, HTS020KTZ Heavy Twist Strap 12 DS Dry Well Stop 14 LFTA Light Floor Tie Anchor 13 FC4, Fa Fammg Clips 15 LSTAQ, LSTA12, I STA15 (STA18, LSTA21, I STA21 LSTA30, I STA313 Straight Straps 14 FWANZ Founcation Wall Angles 16 ILSTI49, LBT173 Straight Straps 15 GA1, GA2 Gusset Angles 17 LT820, LTB40 Bridging 16 H2A, H2.5T, HS, HI0A-2, HIOS, H14, HGA10 HuniQjneTiI 16 LTS12, LTS16, LTS18, LTS20 Light Twist Strap 17 HCJTZ Heav), Concealed Joist Tie 19 MGT Medium Girder Tiedown 18 HH4, HH6 Header Hangers 20 MST27, NST37, NIISI MST6D, MST72 Straight Straps 19 KBSIZ Knee -Brace Stabilizer 21 MSTA9, NSTA12, MSTA15, MSTA18, MSTA21, MSTA24, MSTA30, MSTA36, MSTA49 Straight Straps 20 L30, _X, L70, L90 Angles 22 MSTC28, MSTC40, M STC52, 14STC6G, MSTC75 Straight Straps 21 LCE4 Post Cap 23 MSTC4863, MSTC66B3 Pre -Bent Straps 22 LS30, LSSO, LS7C, LS90 Skewable Angles 24 MST126, MST136: MST148, MS1160, MST172 Straight Straps 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, WTS16, IYTT518. MTSZ, MrS24C, MTS30, IATS30C Medium Twist Strap 24 LSSJ26LZ, LSSJ26P2, LSSJ28LZ, LSSJ28RZ, LSSJ210LZ, LSSJ21ORZ reld Adjustable Jack Hanger 26 NCA2x1012, NCA2xl2-12, NCA2x5-16, NCA2K10-16, NCA202.16 Bridging 25 LSSR1 .81, LSSR21 LSSR2,37. LSSR: ;6, LSSR210-2, LSSR410 Field Adjustable SlopeabletSkerable, Hanger 27 RCWB1 2. RCWBI 4 Wall Bracing 26 LTP4ATP5 -be Plates 28 RPS18, RPS22, RPS28 Repair Plate Strap 27 ML23Z, M-24Z, M1_26Z, M1.282, ML21OZ Angles 29 RSP4 Stud to Plate Connector 28 MMHS Root Tre-Down 30 SRI, Sr-. SP4, SP6, SPS Stud Plate Tie 29 MMHC Hinged Roof Connector 31 SPH4, SPI SPH8 Heavy Stud Plate Tie 30 MMLU26, IMNILU26-2, MMLL128, MMLU25_2 MMLU210, MMLU1211, MMLUI39, MMLU1311 Face -Mount Hangers 32 SS1.5, S62.5, SS3, SS4.5 Stud Shoe 31 RBC,RBCP Root Boundary CIps 33 SI 9. ST 12, ST1 8, SJ­22, ST2R<, 912122, ST21 lb, 5fl721b, 816215, 6r24, 51'6236 Straight Straps 32 RSTS Roof 'rie`Down 34 T820. TB27, TBWr 7636,7842, T848, TSS4, T856, T860 Tension Bridging 33 RTC227, RTC42, RTC2Z, RTC44 Rigid -ie Connect)rs 35 TW8 10. 1WB1 2, TAS1 4 Wall Bracing 34 STC, STCT, DTC, HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Go -der Tiedown 35 TJC37 TJC57 Truss Jack Clips 37 W6106, VJBID6C, WE126, WE126C, WBI43C Wall Bracing 36 22.Z4,Z44 Panel Stiffen cc Chors I'Llit 0447.R5 FILVOWIligs ILq_# Ptoduct-jolodis). Number or Worne Product Description Sorg # Product Model, Number or Name Product Description 1 GBH2 376.5. CBH2,37x7,63, CBH2 37x9.75 Concealed hangers 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DHUTF series hangers Face -mount (OU, DHU) and top -flange (DHUTF) hangers 2 DSC2R-SDS3, DSC2L-SDS3, DSCSR-SCS3, OSC5L-SDS3 Drag Strut Connectors available in widths ranging from 1-91117'to 3-9116" and heights 3 GRC: (able Brace Connector ranging from 9-li8I to 23-15116". 4 HCPI,81, HCP2, HCP4 Hip Carneir Plate 3 HGU3.63SDS, HGU5 25-SOS, HGU5.50-SDS, HGL5 62-SDS, H3U7.00-SDS, HGU7.25- Face -mount hangers 5 HHRC2-2, HHRC42, HHRC42-2, HHRC411 .81, HHRC44, HHRC5 25/3.25, HHRC5 37/3.12, Heavy H to to Ridge Connectors SOS, HGU9OO-SDS HHRC66 4 HOUS sell" hangers Factairriount hangers available in widths ranging from 1-516'to 7- 6 HRCl 81 HRC= Hip Ridge Connector 3/8"and heights ranging from 12-7/8"- 7 LRU26, LRU28, LRL210, LRU212 Rafter -Hanger 5 HHGU5 25-SDS, HHGU5.50-SOS, HHGU5 62-SOS, HHGU7.DD-SDS, HH:3U7 25-SDS, Face -mount hangers 8 LSU26, LSSU28, LSSU21 0 Light Slopeable/SkewablI Hanger HHGL)9.C3-SDS 9 TBEA, T13EG Truss Bearing Enhancer 0 HHUS26-2, HHUI HHU3210-2, HHUS46, HHUS48, HHUS410r HHL35 5011Q Face -mount hangers 10 TC24, TC26, TC28 Truss Clip HHUS7 25MO 111 THA29, THA213, TH0,218, THA218-2, THA222-2, Till THA4118, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HI HSJRC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- THAC422 THA426, T HA422-2, THA426-2 118" to 5-lf8" and heights ranging from 4-3/4" to 15-314". 12 THAII.81/22, THA1206/22, THAl2r 1/22, THAI222, THAI322, THA13522. THA1422 Adjustable Truss Hanger $I for I -Joists Concealed flange version QHSURC, HSULC1 available for al 13 THAL422. THAR422 Skewed Truss Hanger double 2X and AIX models; only acute flange is concealed- 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26, HTU228, HTII HTU-,16-2,14TU28-2, HTU210-2 Face -mount hangers 15 THJM2-4-SDS3, THJM2-5-SDS3T THJU215, THJU2154V Multiple Truss Hangers 9 HU. HUC series hangers Face -mount hangers available in widths ranging from 1-9116" to 7- 16 TSSR2-24 Truss Spacer -Restraint 1 12" and heights ranging from 2-7181c, 19-1/4", Concealed tango 17 VPA2, VPA25, VPAS, VPA35, VPA4 Variable Pitch Connectors version (H UC) available for all models having width equal to or 18 VTCR ValleyTruss Clip greater than 2-08" 10 HUCQl SMSIDS, HUCQ1-81111-SOS, HUCQ210-2-SDS, HUCO210-3-SDS, HUCQ310- Face -mount hangers SOS, HUCC410-SOS, HUCr.14,2-SOS, HUCO5.25/g­SDS, HIUCCS2E/11 SOS, HUC0610- SDS, HUC0612-SDS Simpson Strong -Tie 2020 FBC Approved Products Updated 1213O;2020 For direct on" loos approvals listed Deow,!aLCK, HEII o For additional informatton regardrigRorda'sStalevvide Product Artimill S,%tomwid Mismi-le County Notice ofAcceplance INCA), L. _qrRF FIL#111468-115 AMI Product Model. Number or Name Product Description 1 HHUS210-3, HHUIS2114 Joist Hanger 2 HRS6, HRS8, HRS12 Strap Ties 3 HUCO210-2-SDS, HUCQ210-3-SD3, HUC0310-SOS Joist Hanger 4 THGB2, THGB3, TH,3BH2, THI THGBH4 Joist Hanger 5 THGQ2-SDS3, THG03-SDS4.5, THGQH2-SDS3, THGQH3.SCS4.5, THGQH4-SDS6 Joist Hanger IS THGW3-3, THGW]I-4L THGW4.3, THQWI Joist Hanger 1I 1473-R5 &2" Product Model, Number or Name Product Description I DETAL20 Double Embedded Truss Anchor 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor 3 H16, H116S, 1116-2, H16-2S HurrcaneTie 4 HETA12, HFTA16, HETA20, HFTA24, HETA40 Embedded Truss Anchor 5 HETAL12, HETAL16, HETAL20 Embedded Truss Anchor 6 HGAM10 HIM Miasonry retrofit connectors 7 HHETA16, HHI HHETA24, HHET ' 3 Heavy Embedded TrussAnchor 8 LGT2, LGT3-SDS2-E. LGT4-SDS3 Girder Tiedown 9 LTA2 Lateral Truss Anchor 10 META12, ME'A16, META18, IVETA20, META24, META40 Embedded Truss Anchor 11 MSTAM24. MSTAM30, MSTCM40, MSTCM60 Small Tie for Masonry 12 MTSM 16, MTSM2D, HTSMI 6. HTSM20 T N 51 Strap for Masonry FL#1 1496-RS Sled 1111, Product Model, Number or Name Product Description I DI Deck 7ersion Tie 2 HD12, HD10 Boftob Holdowns 3 HD3B, H05B, HD7B HIDES Boned Hoodowns 4 HTT4. HTT5, HTT5-314 -ension Ties 5 LTY19. LTT2CB, LTTI?l Light Tension I tes FL91 3628-IR5 "g_J Product Modal. Number or Name Product Description I S8518x24, Se7/8x2A S81x3O SB Anchor Suits; 2 SSTB1 6. SSTB20, SSTB24, SSTB28, SS71334. SSTB36, SSTEl 6L, SST620L, SST924L, SST B Anchor Bons SST828L FLIIIII 387ZR4 Sao # Product Model, Number or Name I CMSTI 2. CMST 14, CMSTC1 6 CS1 4, CS11 6, CS1 8, CS20, CS22 2 HRS6, HRS8 HRS12, FHA6, FHA9, FHAl2r FHA18, FHA24, FHA30, MST126, MSTI36, MST148, MS760, MST172, S/MST27, S/MST37, S/MST48 3 HTS116, HTSM, HTE24, H7S28, HTS30, HTS30C 4 LSTA30, LSTA36, LST149, ILSTI73, IMSTA), MSTA12, MSTA15 MSTA18, MSTA21 111STA24 5 LSTA9. LSTAl 2, L S7Al 5, LSTAI 8, LSTA21, LSTA24, ST292, ST2122, ST21 15, ST1215 6 LSUBH3.25, SUBH3.25, MSUEH3.25 7 LTP5 8 LTS12: LTS16, LTS18, LTS20 9 MSTA30, MSTA36, ST6215, ST6224, STE, ST12, ST18, ST22, MSTC28, MSTC40, NSTC52 10 MSTCI MSTC78, ST6236 11 MTSI 2, looll 6- MI NITS20, MTSI MI MTS30C 12 S/Bl 56, S/B1.81, S82 06, SIB2.37, &B256, SS2 68, SIB3-12, S/133.56, S/83-62, 8(134.06, S/134.12, SIB4.28, SiB4.75, SI 13 S/BA212,11, SGA2. IZI 0, 8/BA2.1201 2, SBA2 12JI 4, S/BA4 I W8, SIBA4, 1 Sil 0, SA3A4 18M 2, S1BA4 1 &14 14 S/HIA 15 S/HD8S, SfHD8B, SHID105, SHDIOB, SH0155, SiHD15B 16 S/HCU4, SA4DUI SIHDUQ, S/HDU11 17 S/JCT. SIHJCT Product Description Coiled Straps Straps 97 mil (12 gal Heavy Twist Straps Straps 43 mil (18 ga) Straps 33 mil (20 ga.) Bridging Connector Lateral Tie Plate Light Twist Straps Straps 54 mill (16 ga) Straps 68 mil (114 9a) Medium Twist Straps Top Flange Joist Hangers -op Flange Joist Hangers Hurricane Tie Holdowirs; Holdowns Joist Hangers E= Simpson Strong -Tie 2020 FBC Approved Products Updated l2rooi70ZQ For direct links to all SST approvals filled oolow, For arfictional informliforn regaining Fonda's Statewide Product Approval System ronalMlarril-Dadis County Notice of Acoeptance (NOA), 18 S/LBV1.56, &LBVl 81, S)LBV, 06, SILBV2.37, SILEV2 56, sill-BVZ68, SLBV3.12 Top Flange Joist Hangers SILSV3.56, SLBV3.62, SiFLEW,06, SILBV4,12, SILEV4 28, SrLBV4 75. S,!_BV5.5O 19 S/1-7720, SIDTT2Z, SfHTT14, HTT4, H7T5 Holdowns 20 SIMST60 SiMST72 Straps 118 mil (10 Eel 21 SP4r SP6 Stud Plate Ties 22 SSP, DSP, TSP Stud Plate Ties 23 STC, DTC Truss Clip 24 TB022 Truss Brace Diagonal 25 TJCW 't runs Jack Connector FLSI 39041 §g2LI Product Model- Number or Name l CCQM3.62-SDSHDG, CCOM462-SDSHDG, CCQM5.50-SDSHDG, CCTQM3.62-ECSG, CCTQM4,62-SDSG, CCTQM5 5O-SDSG,CCCQM3 62-SDSG, CCCQM4 62-SDSG, CCCQM5 50-SDSG 2 FCCLOW 62G-KT, FCCLQ M4 67G -87, ECCILCIMS 50C, KT, FCOLLOMIC.3 62G -K7, ECCLLQMD4.020-KT ECCLLOM05.50G-KF, ECCLRQMQ3.62G-KT, ECCLRQMD4.62G- KT, ECCLRCMD5.50G-KT 3 HOUM5 25, HGUMS 50, HGUN7.00, HGUM7_25, HGUMQ.00 4 LGUM26-2T LGUM26-3, LCUM26-4, LGJM28.2, LGUM28-3, LGUM28-4, LGUM210-2, LGUfvlI LGUM210-4, LGLM46, LGUM48, LGUM410 5 MBHA3 12/9,25, MSHA3.12111 25, MBHA3.5&7 25, MBHA3.56/9.25 MBHA3 56M 1 .25, MSHA3. 56fl 1 68, MBHA3 56114, MBHA3 56116, MOHA3 618, MBHA5 5017,25, MBHA5 W9,25, MBHA5.50/1 125, MBHA5.5011 1 68 MSHA5.50)14, IMBPA5.5011 6, MBHA5.50118 6 MBHU3.5819.25, MSHU3.56111.25, MBHU3.66111,8E, MSHU3.56/14, MSHU3.56416, MBH1J3.53f16, MSHUS5049?5 MEHU5.50t11,25, NBHU5,50,11 1.88, MBHU5-50114, MBHU5 53/16, MBHU5,50)18 0.11113976-R6 Seg It Product Model, Number or Name 1 SDW22300, SDW22338, SDW22438,.SDW22458, SIDW22500 SE)VIV22600, SDVV22638, SD\A(226S4 2 SD\&Cl 5450, SDWC15600 3 SDWH19300DB, SDWH194OODB, SDWH19600DB,SDWH19800DB, SD'AOH191DDODB 4 SDWH27400G, SOWH276DOG, SLVVH27800G, SLAVI-12710003, SDWHI7120OG 5 SDWI SDWS113300, SDWS16312, SDWS16400 6 SDWS19600, SOWS19712, SDWS2240O,SDWS22500,SDWS22512, SDAS22600, $DWS22800, SDWS22900, SDWS221 000, SDWS221 100, SDVVS221200, SDVVS221500 7 SDVVS223OOD8, SDVVS224GODB, SDVVS22500DE, SDWSZ260OD8, SD+V522800013, SDWS22'000DS 8 SIDWS22312013B, SDWS22511 ZDBB 9 SDWS27300SS, SDvV327400$S, SDVVS275ODSS, SDWS2760OSS, SDViS2780OSS, SOWS27'OOOSS, SDWS27l NOSS 10 SDWV134OO 11 STN22 I =Z. im., a Bi- =_1 � I M-L Masonry Pier Cana Heavy Masonry Hangers Masonry Beam Hangers Masonry Top Flange Beam Hangers Masonry Beam Hangers Product Description Strong -Drive SDW EWP-PLY and TRUSS -PLY Screws Strong -Drive SDWC TRUSS Screw Strong -Drive SDYVH TI MBER-HEX Screw Strorg-Drive SDWH TIMBER -HEX HEG Screw Strong -Drive SDWS FRAMING Screw Strong -Drive SDWS TIMBER Screw (literior Grade) Soong -Drive SDWS TIMBER Screw (Exterior Grade) Outdoor Accents; Structural Wood Screw Strong -Drive SOWS TIMBER SS Screw Strang -Drive SDVf/V SOt F-TO-RIM Screw Outdoor Accents Hex -Head Washer FLAM 5393-R3 UgI Product Model, Number or Ngme Product Description 1 AS 18, AS 1 EISS, AS 1 BS6 18 ga. Truss Pialies 2 AS 20HS 20 ga. High Strength Truss Plate 3 AS-20 20 go. Truss Plate 4 ASHP Hinge Plate Connector FL*15730-R4 JW Product Model. Number or Nzme Product Description 1 ET -HP Adhesive Anchot for ocincroatis 2 GAC, GDP, GDP1`v1-50, GOPIvL15, GDPM-100, GDPS, GW-50, C;W.75, GW-100, GTH Gas -actuated fasteners and assemblies 3 PDPA, PCIPA-K, PDPA-MG, PUPAT, PDPAT-K PINW, RNWR PINWP-VV, POPAWL, Powder -actuated fasteners, threaded studs, and rssemblies PCIPAWL.MG, PSVL3, PSVL3-<, PCLDPA, PIECLDPA, PTRHA3, PTRHA4 4 SET-3G Adhesive Anchor for concrete EE= Simpson Strong -Tie 2020 FBC Approved Products Updated 12r30/2020 For dred links to all GOT approvers fisted below, CLICK HERE For roddhorial informastion regarding Florida's Stratiolowide Product Approval System and Miami -Dade Counte Notice of Acceptance (NOA). cLicK HERE, 11 HUS, HUSC series hangers Face -mount hangers available in widths ranging from 1.618!'to 3. 91115"and heights ranging from 4-5/16" to 11", Concealed flange version (HUSC) available for models having width equal to or greater than 3-SMS". 12 ILIS series hangers Face -mount hangers available in widths ranging from 1-716'to 3- 518" and heightsranging from 9-1/4'to 16"- 13 LGU3,25.3DS, LGU3,63-SDS, LGU5.25-SDS Face -mount hangers 14 LUI 1.1.126, L(J28, LU210 Face -mount hangers 15 LLK;26Z, _UC_21OZ Face -mount hangers 16 LUS series hangers Face -mount hangers available in widths ranging from 1.9116"to 4. 5/8" and heightstrangfing from 3" to 10.MIW 17 MGU3.63SDS, MGU5-25-SOS, MGU5.50-SDS, MGJ5.62-SDS, MGU7.MSDS Face -mount hangers 18 MIU series hangers Face -mount hangers available in wictitths ranging from 1-9116"to 5- 118" and heights ranging from 6-15116'to 191 le MUS26, MUS28 Face -mount hangers 20 SUR, SUL, SURC SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 9/16" to 3-9/18" and heights ranging from 3-11117 to 13-3/41'. Concealed flange version (SURC, SULC) available for all double 2X and 4X models, only acute flange is concealed, 21 U series hangers Face -mount hangers available in widths ranging from I-9!16"to 6" and heights ranging from 2-5/8'* to 11-1/4". FI_*J 0667-R6 12" Product Model, Number or Write Product Description I BA series hangers Top flange hangers available in widths ranging from 1 -W1(T'tc 7. li&' and heights ranging from 7-118* to 30" 2 DGar series hangers Top flange hangers available in widdis ranging from 3-WV'to 7- 1/8" and heights ranging from 9114'to 24". 3 DGF series hangers Top flange hangers available in widths ranging from 1-1/2" fa 3- $16" and heightstrainging from 7-1/4" to 24". 4 DCHF set" hangers Top flange hangers available in wocitirs ranging from 1-3/4* to 3- 5/8" and heightstanging from 9-1/4'lo 24" 5 EG5, EG?p EGE, series hangers Top flange hang" available in widilis ranging from 6-1/4"tc 8- 7/8" and heightsiranging from 11" to 32-1t2'. 6 2GQ series hangers Top flange hangers available in widths ranging from 3-5/8" to 7- 1/4" and heights ranging from 11-14'to 37 7 GILS series hangers Saddle hangers available in widths ranging from 3-14" to 6-7)8" and heights ranging from 8-112to 28" 8 GILTV assets hangers Top flange hangers available in widths ranging from 3-114" to 7- 118" and heighillosranging from 11" to 37', 9 H B series hangers Top flange hangers available in widths ranging from 1-9/16" tc 7- ItZ' and herightsirangiorig from 8" to 30", 10 HG LS series hangers Saddle hangers available in widths ranging from 6-114" to 8-718" and heights ranging from 11for 28"- 11 HGLT serer hangers Top flange hangers available in widths ranging from 3-1141D 8- 7/8" and heights ranging from 7-112'to 32". 12 HGLTV series hangers Top flange hanger% available in wide ns ranging from 3.1141D 7. 1/8" and heig note ran ging from I X'to 3T'. 13 HIT series hangers Top flange hangers available In widths ranging from 2-51161c 3- 9/16" and heights ranging from 18" to 2V' 14 HUSTF series hangers Top flange joist hangers available, in widths ranging from 3-I18" to 3-911e"and heignts ranging from 5-3/8" to 13-1 /8", 15 HUTF, HUCTF series hangers Top flange hangers available in widths ranging from I -W1010 5- 11/2" and heightisranging from 53-71116'to 15" Concealed flange version (HUI available for all models having width equal to or greater than 16 HWP series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- 1/8" and heightloorilinging from 5 3/8'to 28'- 17 HWPH series hangers Top flange hangers available in voicift ranging from I -WW'to 7- 112" and heightsoranging from 5-3/8"to 32". 18 ITS series hangers Top flange hangers available in widths ranging from 1-911113- 5/8" and hisightsinamiging from 9-1/8" to 16". 19 jS series hangers Top flange hangers available in width of I -9M T'and heights ranging from 5-aWto 7-14' 20 JBA series hangers Top flange hangers available in width at 1-9/18" and heights ranging from 9-3:18" to 13-1/8' Simpson strong -Tie 2020 FBC Approved Products Updated 1213W020 For direst links to all GIST approvals listed below, CLICK HERE For additional informetton regarding Florida's Statilowde, Proodull Approval System and otilloors-Dade Count/ Notice of Acceptance IINOA), LL&L HERE.. 5 SET-XP Adhesive Anchor for concrete 6 Strong-eck 21 (STB21„ STB21-48$, ST82-6SS) Strong -Bolt 2 Wedge Anchor ter concrete available in carbon steel and Types 304 and 316 stainless steel 7 Titen HD (rHD-H, THD-HMG, THO-H4SS, THD-HISS-S, THD-CS, THD-I;SOSS) Tien HID Heavy 3uty Screw Archer for concrete and masonry available with her head in carbon steel and Types 304 and 316 stain tss; steel. o' with countersunk head in carbon steel and Type 316 stainless steel 8 Titen HD Rod Coupler (rHD37634RC, THD50934RC) Totten HID Threaded Rod Coupler for concrete 9 Titan HD -hreaded Rod Hange, (rHO825158RH, THDB371 58RIA, THD37212RH, Then HD Threaded Rod Hanger for concrete THD50234RH, THD10212RH) 10 Wedge r=All (WA) Wedge -All Anchor for masonry FLAH6230418 §Wa Product Model. Number or NEme 1 AT-XP 2 ET -HP 3 SET-XP 4 Strong -Bch 2 (STB2) 5 Titen 2 (TTN2) 6 Titan HD (rH D-H4SS, THD. HISSS, T H D-CS6SS) 7 Titen Turbo (TNT) FL#16937-R3 Jtg_# Product Model. Number or Neme I X3481016-5K,X181016,XIB1316-4K,X01SI016 XQ1BlO16,4K 2 XLQ114TI2.14, XLQ114BI224-2K 3 XMQ I I 4S1 224, XMQl 1481224- 2K 4 XQ114SI224"XQ114B1224-2 SK X114S1224, M112S1224, X0112BI224-2K 5 XU34S1Of 8, XU34B101 6-5K FL==4`110 12gj Product Model, Number or Whole 1 DSSCB4S5, DSSCB46, DSSCB48, DSHS 2 FCB43-5, F CB4& 5, FC B4 7. 5, F G B49 5, FC B41 1 - 5 3 FPHS03461010, FPHSD34B1016, FPHSD3481010-5K, FPHS034S1214, FPHS03481214, FPHSD34B1214-5K 4 LSFC22E, LSFC4 25, LSFII SFC2 25, SFG4.26, SFC6_25 5 LSSC4.25, LSSC6 25, SSCZ25, SSC4,25 SSC6 2� MSSC225, MSSC425, MSSC6,25, MSS(A,25KW, MSSG6.25KW 6 RCKWI RCKWI RCKW7 5. RCKW3S. RCKW5,5S 7 SCIB43.5, SCB45.5, SCB47-5, SCB49.5, SCS411 5, MSCB45 5, MSCS47 5 8 SCS32-597, SCS82-W7, SCS62-51118, SCS82-5/118 9 SCW3_25 SI 10 SJC8.25, SJCIO.25, IVSJI MSJC10.25 11 SSM.518 12 XLSH3461414. XLSH7881414 13 XQIS1013. XQ1B1D16-4K. XCIIS1214, X01B1214-3.5K, X07SS1224, X07881224-3K, XQ114S1224, XQ114B1224-2.5K XQ1112S1224, XC11281224-21K, X34B101f>SK, X1S1O16 X181016-4K X1SI214, X1B12143_5K Product Description AT-XP High -Strength Acrylic Adhesive for concrete or masonry ET -HP Epoxy Adhere" for masonry SET-XP High -Strength Epoxy Adhesive for masonry Strong -Bolt 2 Wedge Anchor for masonry iten 2 Screw -w Archon for Concrete , Trillion HD Heavy -Duty Screw Anchor for concrete available in 304 or 316 stainless steel with hex head, and 316 stainless steel with; countersunk head Tdon Turbo Screw Anchor for concrete or masonry Product Description #10-16 Strong -Dive X Metal Self -Drifting, Tapping Screws with #3 Drill Point #12-24 Strong -Drive XL Large -Head Metal Set -Drilling, Tapping Screws with #5 Drill Point and Large Diameter Hex Washer Head #12-24 Strong -Drive )W Medium -Head Metal Self-Diriling, Tapping Screws with #5 Drill Point and Medium Diameter Hex #12-24 Strong -Drive X Metal Set-D-ifiinlg, Tapping Screws with #5 Drill Point #10-16 Strong -Drive XU Metal Sehir-Drilling, Tapping Screws with #1 Drill Point Product Description Bypass Framing Drift Strut Connector Bypass Framing Fixed -Clip Connector #10-10 and #t2-14 Strong -Drive FPHSD Framing-touCFS Sell - Drilling, Tapping Screws Steel Framing Connector Steel Stud Connectors Rigid Knee WallZonnector Bypass Framing Side -Clip Connector Bypass Framing Connector Head -of -Wall Slide -Clip, Connector Steel Joist Connectors Bypass Framing Slide -Clip Strut Connector #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping Screws 010-16, #12-14, and #12-24 Strong -Drive X Metal Self -Drilling Tapping Screws -6-1 (3) (3) c- C/) -M a) _PM, > C:) -1 a c- (3) = 70 0 EM 0 Color) -I.- =3 (1) -0 0 70 0 a) 0 Q 0 U_ 0 0 > ._-0 E 2 U) C_ F-- . = C/) Z W J VJ CIO a) 0 o -� (D C/) 0 L_ 0_ CIO M 0_ (n 0- VJ En LU CL SHEET NO. PA 1.2 !Of, FRRULUCI-EVALLAUUN REt=* N'(1- ZN12LIM 2 . �� &nQN-RLr-QR1LNO. 114ZMM 3 T MILIQUIL f XVAL1:AnQN 2199MT NQ- 204-127 2 I L EC N c Z, INC—\ TILLIT TESTING & ENGINEERING COMPANY 22, T REPORTS- 6,-MA' EML-CAAR"T.ERI­S-Tl­C3 AND SPECE"TIORS: --ILTr-=C0 . . TILLIT TESTING & ENGINEERING COMPANY L2-TEtTMPORTS; - --- ­- --- iW�� A. fiI.M. M, ?X-, uItcoo@wi Large missile Impact And fatigue load tests were performed under Protocols TAS She# be strictly In accordance with General Notes and Components indicated on - . I—— - ­­ ....... ...... ­­-- WALL Eli fILLJTJ-L,7'�E, n1lowi�W).coin Large missile Impact load tests were performed under SSTD 12-99 standard as . 201, 203 as per section 1626 of the Florida Building Code. Uniforn static loads sheet 1, 2 and 22 of 26. of Product Evaluation Document (P.E.D.), drawing , P,r T­Iv"IC F-M per section 1609.1.2 of the Florida Building Code. Uniform static loads as per P,�,-PO.L-�."Ic ,, L�-- MiL KIIII'l-I as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No.20-17111. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of FLI�A 1­14,`�J-106P� Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Testing, Inc., Reports It 96-669 dated 08/09/1996, *96-570 dated 09/18/1996, 26, of Product Evaluation Document (P,E,D.). drawing No. 20-170. Lab of South Florida, Report# 0814.01-01 dated 03111102 wttnessad by William PRODUCT IMAULATAORREPORT #96-T30 dated 09120/19913, all three signed and sealed by Hector M, Medina, REPORT NO.: 20-0727.02 R. Mehrier, P.E., Boriz Monoz, P.E. and Henry Hattem, P.E. and Report No. P-E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04116i1998 and 0219.01-09, dated February 25, 2009, signed and sealed by Edrnundo # 2126 dated 10105/1 998 witnessed by Gilbert Diamond, P.E. and Report No. 7. LIMITATIONSAND-C-ONDIMNS, OF USE, DATE: July 27. 2020 Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic REPORT NO.: 20-0728.01 0219.01 -09, dated March 4, 2009, signed and sealed by Edmundo Largaespada, loadings per Protocols TAS 201 & 203 as per section 1 009.1.2 of the Florida P.E. and Henry Hattern, P.E. 7. I. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated PRODUCT CATEGORY: Shutters Building Code. Test Report prepared by American Testing Lab of South Florida, DATE: July 28, 2020 on sheet I of 26, as well as General Notes X 1 thrul 4 and 1 1 thru 16. indicated Report No. 1 1 23.01 -1 0. dated November 23, 2010, signed and sealed by Julio E. Tensile test report No. 9CM - 1 9 7 oy 00 MeW livirgica 1, Inc., dated March 13, 2009, on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 PRODUCT SUB -CATEGORY: Storm Panels Gonzalez, P.E. PRODUCT CATEGORY: Shutillem signed and sealed by Frank Grate, P.E. prepared by Tfitaco. Inc, and "ned and sealed by Walter A. Tillit, Jr., P.E. PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM Tensile test report No. 9CM-198 by OC Metallurgical, Inc., dated Match 13,2009, PRODUCT SUS -CATEGORY- Sum Panels 2-3-STRUCTURAL ENGINE TLQN,, 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as PANEL signed and sealed by Frank Grate, P.E. as per ASTM E-8 and Tensile Test as On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design defined on section 1620.2 of the Florida Building Code. per OC Metallurgical Report No. I OKM-1318, dated December 1, 2010 signed PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind load, as well as maximum anchor spacing vs. design wind load and panel MANUFACTURER: Global Protection f"du9t1.1LC and sealed by Jerry Jaciolfano, P.E. as per ASTM E-8. MANUFACTURER, length based on rational and comparative analysis, and in accordance with 1151 6 the Florida Building Code. Calculations 7.3. Product shall only be installed Into poured concrete, concrete block, and 4800 S.W. 51 Street I 2.3- VRUC��Bft- CALCULATPW 48W S.W. 51 Street section of prepared by Tilteco, Inc-, dated 11 IO3l08 and n', 2M5, signed and sealed by Walter A. Tillit, Jr., P.E. wood frame structures. Davie, Florida 33314 On 24 Gap Galvanized Steel Storm Panel for maximum panel length vs. design Davie, Florida33314 wind load, as well as maximum anchor spacing vs. design wind load and panel 1. PURPOSE OF EVALUATION: 3-MWILE IMPACT RESISTANCE; Product Evaluation Report prepared by Walter A. Tillft, Jr., P.E. (Floricla License I-PURPM QF EVALUATIQN: length based on rational and comparative analysis, and in accordance with This is a Product Evaluation Report issued by Wafter A. 7`111111it, Jr., P.E. (System Large missile impact under section 1628 of the Florida Building Code, as per TAS 201 Protocol. No. 44167), President of Tilteco, Inc. (Florida CA-0006719). This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System section 1604 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 12118/10 and 08127/13 (for this revision), signed and sealed by Waiter ID # 1906) to the Global Protection Products, LLC, Rut* Chapter No. 10 # 1906) to the Global Protection Products, LLC. Rule Chapter No. A Tillit, Jr., P'I 61 G20-3, Method I D of the Florida Department of Business and 4, WIND LOADS RESISTANCE: lillo"141411`1011, %," tk A Nz "20% . ........... 4i 61 G20-3, Method I D of the Florida Department of Business and Professional Regulation. Prillillessiliortial Regulation. 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind -IL'OY �% A% ,;�: - - ,,, k � , * , - . �s -. f ,k,- 0::!� -`,,�\C,Eh e - - , " I MIKILE IMPACT RESISTANCE: This product is being issued an Evaluation Report as described herein, and has pressures. Maximum panel terigith shall be as indicated on sheets 8, 10, 14,15. I, ** % -- - I :.." ,m , � , . - ­--:Z�- sm�-,n--�Il� 44167 This product Is being issued an Evaluation Report as desviribed herein, and has Large missile impact under section 1609. 1.2 of the Florida Building Code. as per SSTD 12-99 Standard arid TAS 201. been verified for compliance In accordance with the 2020 Seventh Edition of the 16,19.25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. , - . -al . *. 5 - - - - *: �1* : * been verified for compliance in accordance with the 2020 Severilth Edition of the Florida Building Code, and to verify that the product [a for the purpose 1 Intended 20-176 Maximum Anchor Spacing shall be as indicated an sheets 8, 9, 10, 11, 14, 15,17, 18, 19, 20 25 and 26 of 26, of Product Evaluation Document -Z 11el-, , : OF I ,,z ,- . �15F' Af?--S�., STATE � Florida Building Code, and to verify that the product is far the purpose intended least at least equivalent to that required by the Code. (P.E.D.)' I drawing No. 20-176, . .,,­ - -- � — ---------W----1;[7 I %0X:,-1.1t0RIlD at equivalent to that required by the Code, 4JWNDL I-RESISTANCEs This Product Evaluation Report shall be subject to review and revision in case of �� ., I r - .,��C, ;i:I" ,P ,­..... 1. NIIIOZION ..l �,' This Product Evaluation Report shall be subject to review and revision in case of 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind . a Building Code change that may affect Its limitations and conditions 5, WALL "T1 W., '11000mlEI NO a Building Code change that may affect its limitations and conditions pressures. Maximum panel length shall boas indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-176. 2. EVIDENCE SUBMITTED: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26. of Product Evaluation Document WAPILL DA TILTFCO ADMON RECORDS 4 P. E, REPORT'20 i GLOBAL PROTECTION PRODUCES, LLC l n GAGE GALVANIZED 2. EVIDENCE SUBMITTED: Maximum Anchor Spacing shall be as indicated on sheets 5.9,10,11,13 thru 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-176. . 2.1. PRQIDUCT EVALUATION DOCUMENT (P.E.D.) "20 (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as indicated on sheets 8. 14. 16, 25 and 25 of 26- of Product Evaluation Document STEEL STORM PANELl ORVYG,V'A-1 76', REPORT 9 2DW2&DI 2.1. PRODUCT Tinhil rinrilMr-IMIT I-,F_D.): 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to Drawing No. 20-176. tiffed GAGE GALVANIZED STEEL STORM PANEL", sheets I thru, 26 of 26 prepared by Tiftecio, Inc.; signed and sealed by Walter k (P.E.D D I, drawing No. 20-176, I Drawing No. 20-175, tilled *24 GAGE GALVANIZED STEEL STORM PANEL', work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. Tillit, Jr., P.E.; dated 0712812020. This drawing Is an integral part RAIllp,is Evaluation Report. Okitill lfil,, rt, fif, K, ,A,-�V A - Z - - - ,,,,kill IlItIlik"s ,,"'-,k N T144,�% ,,,`,,:� . - " ., , .- ,� " � I � . I/ 4, *'- sheets I thru 18 of 18 prepared by Tilteloo, Inc.; signed and sealed by Walter A. Tillit, Jr- P.E.; dated 07/27/2020. This drawing is an inteR , . pAr "I )is . it , ,,,� I ,�k Evaluation Report. ­%� .,.:.,. Z/ 110I "011itiol" " X, 71" - 4-m ...... . , ,s I .. .�,o \ . �� �, *% 4 .." Tir � - . V . - ,E) I? e" '. X .1.1 R I �p W., .. \r,ENlye %. t - , V I- * It � , - I. , I . �� V, wk, -- 4"'i ct - " \CEN,9, "...:-? -� - 4, --' V e-77= I .. , " - .�, - 1- I E ... - - \I - 0, , - ­ * - )-�---tt- -, - �-4v- - . ' - Z- -" ' No. 44167 -- --� - -.1 1 - -,,,�­ 'e--- 1) - - .. - - I -2 :-i--t1b. �4167 -, -- - - . -- --:;4L - - ---%­-1f-- - !�- ��67-44167 I. �' Z , -X= .1 -� . . - '' -g , 1 . 17 lz ,� . I : *' � '' . 1 -1?1­20-4 . * :* :*= -,/ ,� - T':',eA*, - . & " ;L - ' -­7 ,�, .� ,.r�,A "i, :*X � 3, ,.,, * . = , * .. * - z " C �� � �- *. �­- -- : ;: .. - .. . a -;� I - ­ - , 0 A ..* fX1, , I. Oil, 1%, ** 40PI .* A/ .1 = ,,, ­0% T -'�-! SIATE OF -,, - ­ -1 - -T - k7 t ,',nt,I, ., 0 - '08,13 , . ,�'. V .�,, .", - \1 I ­­4 ' ----.-- .-* ­­SIRTE-0-�---­-'-Q� z � `3 I- . Or ,- ',eta , I- , 4 ., v 1-1. , I" � 0�.­. At ORIDt'.1--, ,,, -I. ,."Q� 4F 1 STATE OF .- , 1q, I, 0 N 0", ,q DIII ...*4p, . ;(,.'- ORI . I 0, 1 . j�', , I, 101I S , . " 'N , - , - ��S/­t 6355 N.W. 36th Street, Suite 303, Miuni, Florida 331 66 - Plime: (305) 871-1530 - . ­ * 0 �W , N I r... . . S/ 1­1 . . . . . -,. a' - ;;� %" S/GNA`L. 01i" "11110,111tilkil"' 0 10 , <1 � " � 6155 N.W. 36tb Stirmt, Suite M5, Miatti, Florida 33166 - Phone: (305) 87i -ill �'-. - V - " sw 46"bt , .1531 110 %, ��.... ........ *R� I ",� ��10 TVA L , ow 401 " "ITHIIIIIIIIIA , ". , , , 11tit.A... ..t*A � Ilit,1111110%, GENERAL NOTES: b 3) 1 CASE "I "Ri ,-�l Si��f D' PII ' 01'-,1f'E FANF LS 5'� Co I- --11X4 FOtIIFiFC S IM lo,-Q ,.�, ' vT 11 STOIC WALL_ ANCF-Iffi'l �'�. OF LL.1 INI111OH 7t) IQACI- 114 MAIN VIIXTI.��. fif-11'r. S,Ir.'� I-ELs �"�V"im TjDr�-MT ME�Ik-T* `E� �,DrLMEN7 �PE D 1 Hkl� KEN ,?R[14J­ FOR COVP14I N ,V-I,,� S� BE �' ME %t0KII IN U ;) AN O IN 'I 2) ��Crtlh *AW �E WiTH T�F V'D ( In jVIION) � I OIJK -Cft� .4 .., _ 7, ,I* FLORIDA Bid,.. . �GDC �C) IQ LxT�IK IIW� -411� I41- .--,17 . . T 7_:5 M- - t4'TF TItLIPCON �� AS �0<T,JAVD Ely 'W eVILDI7A, !?I-- orSQ4 WIND LOAM ;FV_L Eit L,,TrH0IkWO AS Pf� SIT C'WW 162Q Of TOC ABOVE MENTIONED CODE, , 4 FQf A WHO SIFEED AS FrOXAFEV Pr THIL AHISDFEI',Q� WHERE THEIA �,ITTLRS *ql RE WAI ARP - 0; -IO PW-L.ATL I'LIII tO VID F`AI*L-TF PLUS ANCH"MRS AS -'I`AC`V"EV H' ILC' -.OFIS-"'?C"�- PRO(`JC'5 FOR A DIIEECTROI 'ACTOR .-I 85 Lit AWE I- I 6 AM SLAYS NOT FXUTO THE "VIIIA'M (450; .1 ' I'4-f f,ilo SCREWS PER 4 Q S. DESIGN FIRMUkh, ­44,Ii INCT�-A�b 004 SHIEM 7 'HRJ 12. 14, I�, 1L. 19 A 20 7/16'# I 5/E' WOQC IILFSMNSk? 051ROUTIE HT k-j K'KN1 S�R�W R3,T & SFE�'Ai-v c,c IN oRDEP T` Vnl- r'q 'E`V`� CoNDPOK 'A 1W 11 (A 5*4 WIND LQAX, DIFTERWITNED P'R ASCE :1 - T 6 C I ) QNMHfM rIFR".QOED 'LNLIFI .TO WOOO Or TIPCON AN� 'I -IL K I '/?* AK 2' IC* fLrO FIANEL-TE 'ILL15 S"AL1 R` r P57 KrAICCD 'r I S 0 Of S$QN IHNO LOA,'S By MvLYnG THE III BY 15f, IN ORDER TO AND PA04ELMAJ ,TwALE F', CCUPARL THESE W/ � (AS E� LXSGW PREE S%RF RAT INDICATIM OiN SHEFTS 7 ­HRV I Y % 1, 15, III. Is III -a I, 1) MIt0l,PtM _TKAEADLIPENETRAT-�-A rX LACSTPFIW F,17C I"( *COV 01I UW SNA,­, RE 1/1' Ili'1HRIACAP IN ORDER To "Em' 'r THAIT "N,:�jR`S ON rRIS P E E, A5 TESTED WERE NOT OVER STRESSED. A 1,1% INCIFEASk IN ALLI-G-BLIT PEhV1MlIDF,, ;?IT(, � TLrCJ SHALL Dr CONSIDERED AS PAR' Y THE RE;13,FiCEI TH,FtfTADW PENEIIIAT OtI STRESS COR WAD LDAVS WAS tQL USED IN TICA A,Nil.­SS WTENUIS $PACNG It; WICIDO HAS NEVI U*TtRM1NtO N ACCOIWANa INIT, kD5 Xltt 1, !) Q141MOU CODA PS-VKF OF L.. t;,:RL-S. "IT",' -0110 SIhA, K .S NO-CA"D 11 -, DRAVANC 57QWM FAF,EI'S ADEOLACY fZ10 IMPACT AND WAD TIESr,IAKE HAs bkEN VEFt*TD N ACICL)OCAoct WITH I THE ABOVE MERTIDI CODE A5 I" HILARRILME EW�ANUI­RING A TISTI�, W, RE"'oRT, S­Z49 I&-5SMECTsOs6'E2M6 '�D C 1) inhl"J. PV<MA'1C;N C; fio,DL 8,STTN1, I.P­ 9f 7, B' 1/4' IF .1 54Z�� ISE11 SHAH HE 1 ',Z* �,o.�, IAN,VUv : CNES-�ATIOHI 1-53INI LAft ��- REPOI #2032 III 021I,6 . AS PRC­Y-'1­'.Sr TM, 201. TAS-jD,� AND TA!t-203 swAll, 5-1-11(cl EXIS" AND :, Mi.iai,. FOR .AIL , II7H IN, r"CC - - .5 WFI-j AS AMERICAN TEST 1 Or S,)VN FL -,.CA Rf.1CAI J0219^1 09, AS PER T.7 2DT. T*5 2042 AM r "i N CAS- !w' ,RRIE(AS' ­J1E. �- Ilt�7 ,(�17F PAF-IL%, 1-.1­11 C� *00, @.)W--.S BE -C1­17, I`^ T4E E­'iW, 'AS n� STAM1,3AFIO- *ALI, A-,W�- -,-.I,! -C LONC IIIJL-11 'C I-ACII 'HE ",11 S�17JRF D1-,.V 5-CF, I'Mr S ^ ALL At JWK� FY'R`,1--C­ ­ -�- VJA�-T6 AELCY AND -FbAPTP �VN ESI �! InTISE 1- LO) Sif SH , 2 , - WE oc -- !:C- AW-A0111-.;[ `� � ,-AE AS WIF-I'K.-NE7, .1 C '; -,' 2, A~- 11 ' AL. AL�M.V. SHEP .­ .rl'.1 IT CIOSIfVL �'Ai­l HAVE "'5-,14ALLCI (Di ----ORS sl.ti__ S,7 Is-AkIrr, `,.',rc­. AIL ,:4F t'L. c1-'I`]I,IFiM1cA-fT.T' -' -'FIE, ."E'no,,!, o; 1"k AK.o. s -I,t`,%'T--Ri`R 4 ALL STEEL-�-C- M. :Ai ia'AheF L, S �htk L HAVE STELFC-­*W QUAl­I STEEL &:Tid A-653 VIAEA 50 WHWM, - br d FAIFIF'S M­ ALSO �-- IN7kL:C "-`F`d`�'ALL! ICII.L-�,TFTC h-!TAL-ATIG� ,-A,,' SHOWN OtH 5,KLI�� 3 `HROIA,- 10 C­v�TL, 4 CAL,%F1FZE1 VUL Ctl`S2C­­OK *,Ty- 565 b tWEP ROLLED) 1­7',4H b) . YcE, -HA: .EADE.- I& 1Z sIw, NO. E,F 1,5kC 5 ALL SM,*-I 'C W rl,,,N E%S ST- , 3o4 OR 315 NS SERIES tOR t7OAROSO4. RF5TS?A?,T i`OAPFD CARRION $11LEL A�. `FIT I,kGTH AND SIC III,. �ENSILE S11FIEVOT,H A S4,1k­ CONII N/ I`�DRTOA I9IjIID)%o COD( , r 9 V sm, EK T-E kf�-116131u- cl 7,,E ��OIFRA,71* 0 A.WY -�j SC--l-,FIC�S ,,F I�j �M�,(IIIRE .44F '�HL117tfk III TI) EE Dift,smtb W1,3�1%­ MID ,;I-r AITTACIEr. TO ,NSLRE F`�,P A?Ir�OPA;F 'HIS SHjTTEI SHA- C.NLY OF Ai`TIZI;U TO :W­,u?E. SLCC. OR .I FRAMi sl!� ,ON 1. 3 .ji,­%LILcs 6 EKILIS ;� K AS10 A 307 ��A­l ,ANI-IfD STEEL. OR QS1 -�� SERIt S 5'ALN, E�-, SIE-I'­ W`114 36 k, IIINIMI.Fil "ELc STREW IO W�� REELILAR OTIOPM PA WVI, ,EH,�',,i C"R a'-% 7-HRQLiOFA 12'-4* A-N �C� SFCI�DNS 6 6, 9 * 10 ATiC �I17,,tNATW,S F* T 9. A, 10* ON S,HE1`T' � 6 & '2 RESKCTNIFLI. �Ilkl K-4 A ,Er,t&[ AN� ACA.D0 I`IS;EkF K0,RkMr li,5nIU<1F,-iio -EA CR , AW"O" ID WALL &,lALJ­ III II�� F`C-O"', lr�l TO sLCTIA-1: 1ANE,5 W`TII WMA:AKE ITi,`f0<AOEIAINT 9�FPINL iEPWJV`- 0; HORVICANIF WARhW, I.', TO EYI,T** 1-QArCD CQwAl-TE i I T,4 1E-1AF1AT9JH 1110II ', *C trk,'I`&JLk k, SHIJITLR .1040j%![N'. EDGES *1"c,, tt,u.l, 4!:1.11N"}X, TOI.!l-', .I, - I /4* TWCM AW,W34S A!i MANFLJPV.TURFf. 61 ITW 3VIL[XX INC M,, f­S1;2 pF) -;AE EULDITIO Fl",' P;-EN'. WNO/RAN ­j%N - :/I- # , I/11- Ike-IN-.HQWy, AS M-III Y, X*ILT INC (41 r'­30)n,.., - /1'. I I 'I COCI&-SS ANCHORS. AS DIITF-Elk,!E`J C arl .L, IT SCIIA., 9oLT A -r'tc'T -,.'I . S70R. -1111L TIV144,41101 S­ I1,14PLI .T-I4 yPEI:l INL*:ATID 1. 11,' EIAWFFN' P_J! A., Eii,-.1ft' .111 JC)­C IEOILATIW, (Iwo r , .3000 . IF � �L S, wt.,, &; THE 3,R m,cO li-ItRi ­RM11 ,', Apr�,*Fo To , - IIIW� 111- 10, PAMI VALIE IEMAEJ 11 A -,lilfl -'F ". - 1111-�­ .' - "AC-71IRLE, R' ;1 ,-Q (­,>q-Mml­ gw-•k 11 11, t', I !. s `T"`-,� CI E"A_-;­ �, j.F � - F r, ) r,t-�,(I, F' T,11' 1��' - O �, .ER,41 k1f, DOE-, HQ' PR(IIICE . �R­I,D. - , ­!I3- P I, I * .L. I, s,-i sPTCu � P-,�--- , -�n ,,,E �, L. �,,mi­-� :<--, FSr. T.� - - ,- /4'# ,�F wAP-f;PjP INCk+OR5 As MA,0�tL11U, fj, i­'AS', 1�-'-,<-T,:N I':. ; , I I �. .-�­,A`- ­ X .--%�­.-� "E. ,',.-'� 1�jp­ASE -�' 15'MI-I'C' 1�- �,"O­ .F`� �,W!`I ,-P -S �I,,�,-�,' . i) .0-, ,MR-Ec"Aw Cr*�--,�N .w-�Al -c P<.1.1, c0l;�IE'E 5114L� L", 1 'I . 2 . -0� F`,Q,0, ­ - " - ,�� F 1-iz . , , � " f &<IEC 1, -1 1­� --I)'- -I1 1ICS 'IT OE141 -,. -- Cl��-X',.s -!I , L, i� " I,. .T , r � � - IS .4) WLVA-,E r-ILS ANC I 1/.' I�k -1 7,4-- -(I- AI (,,NS-,,CI.D& W-j'l .7 'a- It,; c".-L, A "u­tc- --r-. 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IF , ­ 1 � I -'I' i �, I 1 -;- 4`��:�,:,�-,4��� ---=-�- -- n - - I ----- -- -- --- PlIT1111,11."411111111vial , I , - UWAU.&IM - Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru IS of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 15, 15 and 18 of 18, of Product Evaluation Document (P.E.D), drawing No. 20-175. B. MATERIAL CHARACTERISTICS AND SKICIFICMQNS: Shall be strictly in accordance with General Notes and Components indicated on sheet I and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Anchor specifications shell be as indicated on sheet I of 18, of Product Evaluation Document (P.E.D.), drawling No. 20-175. 7-LIWATIONSAND-00ND-WOE -USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.). drawing No. 20-175 prepared by Tiltelpi Etc. and signed and sealed by Walter A. T111111, Jr., P.E. 7.2. Product Shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code, 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tilift, Jr., P.E. (Florida License No. 44167), President of Tilacip. Inc, (Florida CA-0006719). ­ I ' lz� ­1.-.:I,HI + -4471-61 1 a - ;7 "; , --- !,*#-, - , * WATiLl. I I . O'l TIE7ECO ADMON RECORDS I P L. REPORT.20 % QLQMAL P4ofg,J,,,QN P 6, M, PrX n.,§ , -- GALVANIZED STEFLS70RM PANEL `IDRwc*20-l7"Rt=P0F"*2G-0M* ­�' GROD It .. .......... 'Z , -, ON A L t! Z . 4. 1/4, 2/4, 3/4. 4/4, 5/5, 7/5, 1 I *IW/10, 2W/10, 3W/10. 4W/10, + 6/5 5W110i 6W/11 & 7W/111 - - WY-- ANFCHCR5 FORT CONC,inc Sit SCHEMLE ON Slil-TI, a A 9 -3- ­} " FiF. " WOOD SEE SECT04 ON Stirm to a II ': MN. - --- O----- - ---'-' " 'L --- - --- - -.-...- 0 0 0 ­�­.­- ­­- -- ,..1_ ... --- - -- ­ ­ - ­J D, M. � C2 )� (�). (�) , @. ri�' --- I - 7--l- ----T --------- - � - -------i-----1--1� -11 � I "" """""i I i -I -03 0 (D . . r I i . i I � I I i I - 1 : , 1 1 1 ; 1 . � I ; I I � I � EQ 3; i � i 1 . . I - - I � - I . . L - I . � I � 1 i I ; I - . 1, � � - I I i 1 8 I . I , . � ; , . I I . J) - 4Aip, 144,17 � 0 i 1, - - -. , - I I I 1W bt I I I i '1611k 0- - - - - I n I ,11,00'TEE; P01ILLS � I I I WATED �Ami5 W/ 1/4 -270." 1 . � S.S. MIS. sat W/ 718' . 3/32' ;1 1 �51EE SECTS AS r � �7 � WFt­cMHLQ i IIIIIIII14LITS 0 EA OVERLAP A ; U I � I (SSECTIONS AS APPLICABLE i I I � I . 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I I AI � - - I A'C"AAACt, .��,, I - � � .,,* C -2'-2' %I , TV I/-' CC - - :';'. 7,::,.­;- � i� . .: _� . 4 . .� -----AT---- �Ofi PA.Cl -D.7"IS To , ­ - a � �: I I . . ; - � - I : - oc.FOP � � ­U W-11' �. I ��.'#I­ ; I : 2-.' �TT ! 0 TANCLAkATE ,AFL 0 00 I IWO,AWD P, �_-`T ILI& 6 I2 ,!2' O. - A,-, ' . . .,.-. - 1�1 . I " ./ I ALTERNATIVE 3 ALTERNATIVE . i � THINAZIM KNETTATICAl Al t I I ,/z. - �I, - I - 4 I , ! I �,72r ; .:,",DTI, 01 C11STIAT, .w_ �I- IF" - _. k , I .. LENGTHS IP I' S`-?r - - L . ", 1 ".. � 0 .Al,- 9 ­ . �_ i r F SCALE It/a. SCALE J/JI-I- - . E .4­1­ I� _L - - G0u99%T'AN"C�'Hk2ff6s DIRECT MOUNTINUNUALL00 Q_QUT AMR AT&T-AW I Mouhl�i�G INSTALLATION MCI[ S4WT" INADKS NUT SHOWN FOR DJAWry SCALE 7/0-1- SCALE 7/I "IIII-111411 ...... : NOTEE I "'� N it 5,,,­V,,, e, - ; 1. INSTAL 11 A I- ........ ./� " , , * E� I ` 1: i -Al IONS ARE DITk 4�Q ,-L'IR EILI_�)!Ny W-'7H zl �r )L�11',?, LQA_�Is UP UP TO � 5,5 " ,, --72 D r>',F AND PONCL'S LE,.; ` TO e'- O' _�N ��,.. DENS . , 11� .. �. ze - FLORIDA BUILDING CODE (High VeOcify Hurricane i Z.n.): I,.11,111."CJT,��4 WOOD WILMRir 5 'C' if' SO�IT#IFRN 2. FOR NEW WOOD FRAME I- _R 't, z z 1, 16 1_� In'.. ­ � D 5!� OR _, PINE NO. 2. W/ SPECIFIC Y_%Sil� Cs t �VAL z : go : * = tj, = T 20 GAGE GALVANIZED STEEL STORY El I I IObLQF_S1_;:i1. �_ � = ,1E CT , - .Jf�� __ - - ; '114 - ____ ­ - I 11LIECFO - GLOBAL PROTECTION PRODUCTS, LLC. " 1 " � ./lITIT,,. 0"I I �Ip & 8OTTf tA1.)U4_iIw_11 I'll, P r I - ..­ w,13 � ., r - .. &I ;�,_ ilr� %� 1. .1,11C - , I � S. �� �, I__ , �-W' q : " i FTSFP`4 III E"NIEETAI.. colr= ?� M � COMB' NED IN ANY WAY TSjl A141 - j INSTAL-_ATION I __ .. iI 11 I� ill�_11_ I . . . . . . . .I0. .Z�� -1-I _- 1ZP`1I__j, ­ :� ,,, I - � _,T . PE �5ffAf �_ ,FAAN`� ­_ :­iAm-", 1 - - , - - I f7E� i 20-176 DAAPPffG ­ - - - - - - rl�i. L,. f ..I.1 - I I � .7 11 OF" - I l ", "_ A� T. E R x4 T E 1'8: ,� � ,,-,T�� 1,1"r 1 - �'8 �� I LO CA,10 N , I At END RMEL � -i - 4T -) _" 2' . -- -- 7­ 7 � _L.____ , --- , t". I 3 1 ! , I � >-; i1 i � I I 11 ;, I I !E. 1 __ . , I " r -­-__t___,_1.�_ --- __­ __ ___�_� � I I . ! , I . � ; I I . 'A s1.`DS 0 7VIR" I I . OVERL(OVERLAP " I I 11 -.1 I--,-- , --- � i i AP - . I _­,­ ­--i.- - _:___­� (12 1/2 DC) ! - I -_ -1 --- -�111 1 TO 14OLD PANEL I : � 1 I I I ; I i I I i I � i I I I 1 . � \ t � 1 I I I I ,,, 1 1 1 i I - � L I 0 . IPA � 0 1 , -� L-L- / I/" �u SEC IT [ '- NrEq,OA PAAEL � ,­ -END PANE, I - / '. 11"HIDDta III sc Ix � _ _,. - - - FOR �, __ ;� , _ 43 OR "',T)l ANC`<- ANCHOR OR rAP.LCI WOUNI sI1___ SPACING - _A..- - DETAIL 1 : WALL MOUNTING INSTALLATION {APPLICABLE TO SCHEDULE 1) SCALE 3/14, - 1, MAXIMUM A.S.D. DEMN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM _ANCHQR__SPAC1NQ SCHEDULE AT ]t_ FOR INSTALLATIOM INTO CONCRETE A CONCRETE BLOCK STRUCTURES KIIEDUILL A I , LjW.II MQUA- -"-+MQQW-'QP ,k__'fQTTttV.*_, I.D. ii i 1-2- - * , -11--_§-1') "LO�C'�AI, �J AENPANED 7-'­- � I -il 77__ 0%tPLAP I I � I " ­ 7. c � E I I ; : ; I ; I I , � 1/2 � I I i �, -AD FINE:-- _LL-, ,'E' ." �c�sx j , t ,I( � ,---" �� . . . . . '. , I : : T Z­7- -----.--!-.--- 4- � -ft I - _ [CAST .,! 11 , : ,1: I . I � 1 11 - , I ! I � I 1 � 1 1 ! � I I T, I . � � I . I � . : : . 11 I ; . : I � ! I ! I : I I I ! : 1, � I � I I i I I I I I 11 i : I t I i , L Ili.] / , ,� SEEI sfr I INTERIOR PANEL ,- --END PANE[ ____ sr•ICD�EnLI f IcHLE - 4� OR �� _ 3. f2 FOR __ 0 2 'Ok - iAFPf MCA* Q.. AHCHOA spAcw, ... CINC -_ '_ " 3- w" __ ___ - DETAIL 2 : F ; INSTALLATION (APPLICABLE TO -5 HEDULL 2 SCALE: 3116* - I* MAXIMUM A.M. DESIGN -PRESSURE RATINC.. (D.A.f.) AND CORRESPONDING MAXIMUM eAN"NGTH 70 SCHEDULE _kP?WC,A8U �_!SEXT•IONS I A- 0ICAT_F,BLFE sA ,__SIIQBM_RA]+. . I `SfLM ON SHEET Q_ IdAPAIA."Al ASTI , PPES R., "f, I"'I'COA, - -1, tmT6' I A me.r,E ... I j ff --ow o,v_ o"'CLI.,ft rn..LE Q '"I...'n %Cs AP`,_`C�, 'c' ,�cFai`,5 0 1 czA&_,IN% O' 'HEA, MA­iH FA� ,v�­ 1, I -- TO �, I - I is �1_0 " COIC-17E 11 i �1, I ,,, co"ift-a 1, ,____1 To ct.CKM - , o CO.L.;;L F eCDCII - ___ TO "O IC c0`.c_ ONCREFT OLOC,, � N"A I 6- I A � . II NIA is- , t9 �A I & 2 (TCPI -s! c, -72.0 _f/_A_ 9--l- - 7- , 9� _.!1A _N - . I 9. 9 f 9 V '). ! �. - - i- I ,,,r7� ,5 --C:' ­ i ��S ­ -55D -720 - -iv ­­ -9, N/-; -�N/. I "/A 6" N/A .__ . -- - __ ­ - A � .- - �,' � 9- - 6' 9- I-/ 112- , - -1 - 'W7'""' - 9- _T - N/A ! 6- -,/A - I ------------- !:_ j_ I?. - 9I - 7 _&2 (_1oP_)­­__ - 5 Ili 11: I F, Wrow, 4$5o -720 I If' . _ _ ;` , ,`-q�_IANIA- I 10 4, -N N/A i 5- , ,/. I it A, 2 � 211�pll 7 -F" Ic A_�'i I I ­ -.1 _ _. - A--- i 9- � 6- 9. � 6. S. i A. , i 6- 8- I I mnGu) ,a -LD__L_f2, ZIj,L.K 426&*� C KDAG A!-W;-,Q-%-*. _ U. - J_:_17 * HA`N"nI A SO LICSIC. "*(`SSu" w-, ,­ ,:A .m0 S/8- . nIC,f,, -0' a NwLAU - (it. * " IN, � To. " AAC,I) __TA_n(1N __ t �,6i­N :" ��_ AP'l-CABLE TO !IFC-O�, I III i*F :OIwBAATNCI Or THEY � _ MANkfj#A P1_ - LIN-`- -, ift ) - _: lo, cow.om gSiCACE � -22Wu ._vKP[`JL -49 -1 -61 5 3' -1. - 1 1/2' _ I 4 1/2* - (aorow _ - 71-C. . ,,r=s - 5 2 A, - .O - ___ - 3' 2 1 " '2-, 2 ,/,7. 3' _ � , - ! - - -, ",7- � 4' - __ . A N/A � A , - 3 !12' - NIA 2 '�JTOM) 2 (P�TTOU) 7'-E' CA � ES, -A5.? -72,G ,550 -72 0 - 7'-6- OR LEIS 2 (ECITQW) V­6' TO - - - ,5-7 Q - �v .�.-_...._._ ... - - N (A - - . N /A - ... . ___ -1. _ f i, 2 (jIC-Cw! � Fl--V To _ _ILI!] r - - - I __ - - I [-ASb (-,) . m wC`I0`kIj I 'o RLIALI � I -.4. .. - . IF-., - J 3­ 1 'Xi SICL A,Am, 1 7 IS ,OR W-Oks r`pE 0 SAACIi'IC -0. 04ST..LArO"S WX Waco M" " C'Not WAO.m AND L.N.,A, Io.1, ow� APE .NCA7D - I.$ So"Co"CLE 'to i D iXSS MAN INCIVOLIED Cr SCHMILT *MUCt API.NOA VNINC, 91 -;*,YANG SPAI,lW SrKI.F, ON S­CO-n.E el THE fCtlCP0A,C F`Z rc ,, VIE 1�,S OPORANDA, ` POSSIBLE, AEDV= SPhOW. FPTNW`O CDR,; CAcTaA v,w,ii �x or LEss THAN N,NPA,w sf,Ac� ­�D ,OR LAC, "AFON11ft 1`11S AT VK"ORS LECS�o ­­­ ANENDIN M t/C. 1/4'. 77Z.­ I __ I/C. I/. I- Cr__R,W, -M M.0 P MILA 1AiAn PALA W - - r_1 !9=T-) - 1 3 _�_- I I .- I �. - I __ I I '_�sm; - I i Ln. , I,f ; . - , am MONOO PXIM _T � I a-i I . I . . I- - . , 3 _ "I.OSI1571., �, / A , - -,- 1?1 . I/ 3<I� I � _­._. - .__ I r Y•N.11ffF_1`AT/_`, FLORIDA BUILDING CODE (Migh VeloclfX ,#M FILIUM - 20 GAGE GALVANIZED 3TIEL STORM PANEL _­­ - I '\ 11LIEZO,�ec_", GLOBAL PROTECTION PRODUCTS, LL -,-,-- . �F I. ,I FF4,T _ 01 ", .Aii,E, 1� ,,1T f. .. X7 .. INONICIAPia cow- ._­­ I.NP •FHcA4` t�*W-��'. T4i_.%*;-87I1 - W., _,:. 1. -I - ­ `A 1*­ ­ I 11 Ara ,E* A ..... ,r., " 1 I - . _ .__=-_=A� . �- -, - 1 D7 : - ____ A F ¢ (._ w _­ INVIon t"N I �__ .. I ; 20-176 l� I DAI.-C .I, - I -an'. ol 26 . ,,, , 111011*11tilko a zi 4-11410 3=112��7KRXAJZJ 'Jjj'1'1�4:4*'j;gL:I 'I I'MaTIFT417w - 0 . .s 1; 011im3azo);M;Angiv�i:wlltfi;il�.mw;mij:ql�-'Ugz..IMLINlkll.,Ir-lRWAILOJZ IZILSJR*.IRIILLMOL#lZ191;1414r.-�WOLGJ;loj;4110-ljlkolfq;qw,ll;i�intil".I LWL.-VA"�l,k i , TMATIAL&A ANCHORS SPACING AA LO, . 3 1/7' -- I As so DEC" - - - - - "JF,cm 7 CF 7�7 �w CA"— PANEL.A, SotJO uIr "'E."Ec T PA - - - - - ____ - ___ - __ - __ _ - __ APPUCAITLE N) SlEcIIONS 0 4 ­W PANEL ARE $sLw E � I TF) TIC, i _G to, 11 to AN, co.&-T,- LIN- V In, `o",AG to ooww1F co4cu.rt To .,- I co-N, m !To ca.cmm - vowc-m to IGNORIT'l I oodf to oo"mic, co4CRE`7 co.�; ---cn- I ro THE. (P A 1) Bloc. E I woc. ! &� j sa'- KODA BLOC, i I 1 6' - . I � 6" 4/A _____ - -___f__ - 6 . : : N/A ----I 1 6' L ­ ___hi��. � N/A � ('TOP) ­­ 6. 4- � � %/A � N/A I - 1. � F- - __ __ 6' . 6. i - F 6' . s. } N/A N/A L I (Smohl) - __--- - E- N/A _-'A__ N/A j N/A ---- __ _ V I N/A __-- - - - I V N/A . - :*/A N/A 6 . I N/A z E'lof,' 5- : N/A I � !i- N/A I - .. . . N/A j N/A . 6 N/A I N/A � N/- 6- N/A __ , (9CTTOW) .555. -72-D I " � _ 6- . N/A , " .. ___ _ N/A � Ti/. , -1 - - - _ _4 __ .--- - 1. . N/A - - _ -1 - - - - _ ­ -_ 6' I N/A --- - ­­ ­ � _____ ____ - ­ ­­­ 6' N -- - - -----I hi(A : N/A - ------- �._­ ,-_ 3 & 4 CIOP� ­_ ­ >7'-5�* 70 W-W ORLESS -, 1. 4� � I - . 6* N A / ­­ - _. - - N/ ; N/A . . N/A N/A b . 6' 6' i N/4 - - ­­ -,__./'--- '. : ,' . i 15 N/A 6- I _- 6' 6' II/A Y" NIA �___ N/A $ `KT70M) ___ - - - 7 i 1 : N/A _ (TOP) 6' 4"-i N/A : 6* 6. V i: 6' 6- I E. ! N/A I NIA A, 4 7 (GaTluu) _­ - - - _ ­ � _ 6 1/4- 6 1/4- 6 1/46 - 1 1,14" i I N N/A 1A, 5 (TOP/9070110) ----I-- I - "/" N/A 12 1, ,2 . L - _YA . . .- I! � 6 1/4' � - __ 12 1/26 1 p - - .50.0. -513 N/A : N/A 12 '/2* I r, T/A 1 ./2- ; 6 1/4- 6 I/4- 6 I /.- I 6 1/4- 6 1/4- N/A 1 N/A 6 (TCP/90ITCW) .M'-I' 70 1 1*-2' -55.0. -72o N/A L NIA 6 I/A- I N/A f :/A- N/A 6 '/A- 16 '/A- & 1/4 . � 6 114- 1 I N/A N/A 6 (TOP/60TTOU) >8'-8* TO Il'-2' N/A ; NIA N/A � N/A N/A N/A N/A I i N/A __ 6 '/A- , 6 1/4* - - __--'----I-- 6 1/4, 6 1/4- I. - a. 9. !O (Top) __ --.------.- ___ - '. � i 4 j i N/A I N/A 6' 6' I . I f 1/4, E 1/., .43.6. -480 . N, i A N/A N/A 8 (scrrom) OR LESS__N�-_r - 1 2*--' OR LESS ___,.. ­ 6' I 4' 1 ­ . . 1 1 --- r I/.- N/A %/A ANIA N/A p N/A 6, 6. . 6 I/.- 9 (flunou) N/A I wok I N/A 1 N/A I %/A � N/A I 6 1/4' C, 1/4' 1 TIC (80 iT-�-) I I N/A ] N/A 6 1/4- TL 6 1/4' 1 SEE SHEETS 10. IT 90 12 FOR ANCHORS TYPE * SPACING FOR INSTALLATIONS WTO WOOD "M BURLONO, WWMUM ANC-IOR SPAC1Y05 AND InN€1rRI. EDGE WANCt AIR ftWATM DN TK% SaH(Mj FOR ED ,LSS THAN WCACATED ON SCH11RAI QI ANCHOR SPACW. BY MULTIPLYING, SPACING SNO" ON SONEMr W Iv- i`DTLOMNC FACTOPS FOR TINS OPEPATON TO K POSSAILLE. ROLICO) SPACING OVIMIEO VW 'ACTOR V_HANCHOR TYPE AT AIWSICAS LECIND. K LESS THALN MANSPACING INVICATUD FOR [ACTH -51PVLNOT rVK ,/4-. IAICR. Ile. 91 I.AP-6w 1/0. P.-CAIAI VE PlAw 0 I/-,* PANCLAAW AM 41. �/- Ile. 20LID-2111 - ANC** SPACAK flA) I 1 3 3 j I/2 I - - - -I ,,-� Il') __ -, 3 - __ � __ - ' _. 4 ,... 3 117 - -t- 3 '12 __ - 1 i ,,, iI - I -amon"Z r A C T 0 0 1 , i"r ____ - - I � - - i _n, , - -_- t-, AD T 'IlLT I---- - - � 1. - __ , � IiN - .1 --� .. - . _�i I , " . - - e,�"', Lvl-:--..** **-_A* N --- \rmvsi...��? " ;. No. I � I z , 167 * *- `*�,*§ < I ____ 51-1-101MAM"aw FLORIDA BUILDING CODE(W911T Velocity Hurricane Zone) 'Aft* IWIM IHC 20 GAGE GALVANIZED STEEL STORM PANEL __ r. - AN - MOM PROTECTION PRODUCTS, U.C. ""-.T,- IILIECO,.c "5, .TOO C_. STREET O.K. I 1MI. _1WQ-d & . 20-176 - M fAAAf .- - 4w it - TAW - No, CA_owwf PHIIHC (634340f_`�, w t")M-"I - .! " - - !!Ly _ =f7_dsow . :, # 4 __!L_� I OF As _nmLi� Jr. Ti "It, , F_ - -_ INSTALLATION DETAILS FOR REGULAR PANELS Cj, & .'L INTO -EXISTING WOOD STRUCTURES + . I F __ . I _- I I r #.4-Io PANLLMATE Pius . � pA­IO PA#AxuA-E PANS i a b ,/A- o c %', 1 Ile- O.c , 1/4* I 1,14-io Pwluk,T PILLS t".* V/ 6 V., 01C IN/ i 7/s, . 4 1 I I - THREADED Pe"a"I'DAI To 4 *11 THREADED F.14CIPATIO4 M . . I - ­­ ! EXMT14G WOOD READER CX*TW WOOD HEADER K.'I Elvfsrwc Mom HEADER r__�___�, 11 T­ �, � I I i i I I I I� I 711"411m, - Ir.114'. . ow, vr�ilr I I s"t off, I � I I -,wj 1 ! TANG 4 7 .., I I - 1 c1HA,KJI 6 - 0AG-wo 1 � END.' T" III � � , I I FIAT` `fT%v 0 i . 1 fiv., 0� 4v..vio. 2 1 cc I i '. I I , I .Olp- wow KA)ER � I TT 7- - - . w, cIAi* I . ,,I:11-li i ­ � . I -11, I MnEO"RED 4 i - L-, � , I .. L7 1. I I [�� ,I __ I ­ . I f �;�L� I __L �_ , . I lz:L i Llr�� L I . . . l � � . I I q w SCHErw (AN I SEE x"Im" of, i 1;;7f SCHEI-11LE ON : WLI & _ S. TIN SNm e I ,I " " APARATIOf I" - SDAAAANON IRA, .!�, stliAlf"ItICH, " ,I i i i I TO - i 10 CLAIM- , � I I I A NNA PAJ44 amot. - W.. PANEL 'EMIT. I T _. PANEL L'tNo.. .S I IW NOTE 1) I ".._ _" .. ! � ",-, main, I) 1 -1 � !&Ff NQTT I) I ,/.'.--' �-_ ."-A.,7"...• , � ), Ais ./ I/w. . I -v/ I/.,. , , I � � r.* - mot � .,.A. � , �f� I I ,,, - 11 �f� . � � lr� OwRlo _ I i a I'Ar", .AVAL.AP . i � I . T . - - - � I � 1 I � z I w- wx i V CE . I OF V : L of V � � w" I IA"), I kw ! . (t ; I V. i I t J - Q11 I "I I il I � I "I"'I'-m-1, 7�711 1, � I � I/r. 'I w i 1 . I - .i�_ , I W:V. . � z"" : � = -] -, , 314r I I i - . - . � CO. II47, SRC` 0 & ! I - e ,2 'Ir DO TO .. . � - W. e _v A, ,/A, cc , " "7. Qf, , . - , - -1 -- 0 - . i k* : 1 i go e I - . I I, E o � . 1 1 E * I I ... , - �_ - - ;.- - --- - _ I I L,___L_ --' 4 I,.,. LAG SCREWS 11 , 2*,A' WOW PLATE If - I 2'.-* vow PATE :1 . - f 2-.4- wow PLAn � . . � UP THREADED 01.�;G PAXrLw`1 RE0j4WD -1 KNEMTIDN AT REQv`wrD �t REoUI14ED I I a I � /A- CC ft/ 1 7/3 I mew"FuT. or PLATE �_ � THREADED PENETPATION 4 . I AVID WIDTH OF PLATE 1/4'* LAG SCREWS III 1 i �. - . I ffl� ox sucamo N/ -, I � . f I I = 14;X.N . I DIRECT MOUNTING 'HWLWM _t � i __ � AT MIEWIEFEN OF PLATE -- - - ALTERNATIVE DWCT WOUNT INNALLATION DIRErj MOUNT INSTAL.LATION sckF 3/6-1, oft"Ir kMv 910111 sr-NIF VI I' SCALE 3/%-" NOTES: 1. 457ALLALIONS [DR TFR14ATPIISM ONLY 1AUD FOR "C,01044h,N, LA-S.O. BUILDINGS WITH QWN.LOADS LP iO +1f3.9, -4e-O p.IIIJ. AND * , T14Q;7`1.�ST * RAW-121, _�NCTN UP TO I?'- � .... " 2. FOR NEW WOOD FRAA#E CONSTRUCTION. Wf.VD MEMBERS TO BE SOUTHERN ... Io E N Sir .! PINE NO 2, W1 SPECIFIC OENSCFY OF 7.55 OR COUAL, t-•Ir \ F LORIDA BUILDING , , CODE (Nigh Yajocity Hurricane Zone) NOTE FOR MMN91ON OF SECTIONS. = .: go- 416 *•. �; � 42M TLICOD PIC, 1 20 GAGE GALVANIZED STEEL STORM PANEL I D� IN HS = : ! * 1=2 = * . - , 2 - - 'lop F 1 .. & Exci'l-M MOILININcs CAN of , - ST rE -_,Q�- 11 -, TE (� , _��-_- - , \ GLOBAL PROTE row , CTIOW PRODUCTS. LLCJ TILIECOII!Lc__�i comoitdal 14 wy *AV ANY , . I- "I" INSTALLAT !;, � KM PI ERJ'01�._'. ET,io .9.6 S. 5i V'Rin7l 11 L. `0y-,,z,,,_,i , I .1 . J iiag_i�z . Efio"It"W6 i PAVIE. � �I. .... 1 20-176 ", 1 . 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ED . , N 1 N I � 1, __ ___­1 ! I I ; t r .. �� I , _-, �_ � - � I .1 . I I i 11:18" � I I w= "m I i I I � I RF06WD ' � I WOOD NAIr : I ; . 1 . i I � I. "I I 's . c­ I , ALTERNATIVE ALTERNATIVE 4 '... . �� 4EaM1m j 1 1 J4-t LAG SC*AV5 III 6- Or W1 - 1/2- 4KAW ACHEM10f, CA . � I � ".., b .51., 10NO BRIASS 11"s-c .1, _L_______�"`_�1___ - ss Ms & 6, o.c OR ALTERNATIVE WOOD FRAME CONDITIONS & ANCHOR LNATION 'ZO:204, / " w P%w,I,IATE Ft-" 0 CA ... n.-I ­'S * 6. 0 c ./ , ,/2- - - , THPIAw _AAI� 'O AISH`NG WOOD so's vr - I- PLATE: HOTE SNATTITA ��CIFS NOT SHCWFI f`OR aAWT WALL INSTALLATION WA- 0"1104404#1 TI -MOUNTING ,�t�;,. ALTERNATIVES sl�� --­­� ­.- 5p;�, I., 'C" "'r - I. , . , iv.-`,,\r,ENs,& . % �F' , , - : . iV '. No 4 % r . -. - i FLORIDA BUILDING CODE (Kqh Vial"fit Hurritans Zone) ,Mu : . - 1, : E � * �. ": l7cau "TI= - i 1P 20 GAGE GALVANIZED STEEL STORM PANEL tl_-_-� ` 41"�1`0.5 11K Of`&Y _v �`D- Pull, DIAO-3 HIT. A s v a5 G, LOADS L. To, .S5S ­21 IH, AND ,..I,r& Ir,4o7k ,A, M ol_D, SIP E of ,� 41 -a t " ` ' _' - -­��­ " -0 ` 1�r 3" 'Lf A�'I �` ,_- - \' - 4 tt/rs GAL PROTECTION PRODUCTS, LLC. 2 ICR .C. `Aox FRAME co.5""Ll"o", Worn' .�Kn I, PC DD,,r.rooi e " __I� ,,, '�` , K!•- -,,-;� ,�,, `, 4, `1111�11,Zi.6, IILIECOIN!c� , IIAo, I ___ 5 A. I- s1W1T [ -I .. I W/ SPECIFIC oEI&V Or n 35 OR CDCA1 - ­ , ,` I�, I 11 I. 0 , � Ymur TEsrwd & rosioltint.&A cow, CAFfL, IL " ... - III, - - _� C . FAA 20-176 I - - - itinwo � - (w ­­ r"- -�ft f1S1Au_e7,? � C_ Si_A:7'i��r�K_'�� - - " CA-Lvein, FDA k TILLIT . I E - =":Z�� I - I I � "!::A�-- ­-, MW � ;;-.- - I I nL cAD ..:,A, iii. I - I If _� 0 , I I fzf-Tn, " L_ - I 4-A a) a) C_ U) -M -0 > (1) 0 L_ L_ (1) 0- q) 0- = M . a ..,.-, 0 = =3 (2) _0 O = 2 0 0- = M= 0 . D -o (n a) . (n C- M �- -0 2 Q Z W ■ SHEET NO. SH 1.1 - ANCHOPS (Sm Stcriafts ON SHETTSI 17, 10, is TR 2aq - - 3- Aw 3AI "/17T SA/m 0,.wv?, 44/11. 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I � !� FRAME &AM4 mW, Ammem Smote RIO 3 3 11 It I MINIMUM .191" IWACQ= AND .44001M _3 . ... .. -- 7 - z ,' No. 44167 ', i I 0671,41 AMC IRDICATED 0. " Amm Mpultz HRRIIF,l% (.,) - . FLORIDA BUILDING CODE �Wgh Wocity Hur vorm Zone) 4l lORW,R,MAw --- — i *: Sammat FOR ED Lm FRAN INCACFM ON - , IT ,;;j- - -, * - - 1400 fiLmm iNt `0 ScAu" Ntmct .40.0a SpAt,AC BY — I am S, I%. STATEQ� ..4%-i -.- 20 GAGE GALVANIZED STEEL STORM PANEL (AAMN 0, MULTIMLYING %AAl iocmei oR salw� AMM CA OM - - " �- I 1`1 fit Four"NAT, IACTURS, FOR THIS I - '1-111,0i.-. "1 . --1 OPERATOR, TO OE 9<*5Al MIALICED I ,111 is ", �, -, 0111 . . - " I -, LOBALP CTION PRODUCTS, LLC. ""ve"' snAcK ostAISUT u%Ax; wl� 5,AwL No, ; VT. . Z - - --�> Cow K 'm III VA, SIACMIC .0�,MD Z, (6- . I - I L, I I L I ' C 0 , !-. ...\, � NOR S � m rmw FOR EACH ANCHI TYWE ON TIIIS SCHEDULE � 3 r 00 �w " "I Vol - 10I . FIRAC k 3"'. -176 I I I I VIAN 110FT. 1 TALLY - 1 20 4L- . "'L 0~, to-Mia-r.aL A., HIS-paptirial ---- - I --- ,,,7:m-----1- - - - . , mI.I. - � RI"-- [-;;I - I - I -.1 - ovow, - 't JL%,,ScNAvLAR:/vA% CA-l"a". ,- 4� IRALIER `, MAP 1, .lT - -.- . - - -- - -- - , SHEET NO. SH 1.21 I------- -"--- —.-- --.—. --- I 90M& N=� VAUD r-7 H" SMOM EMU 2MU � I 1!-Z HANG STORM FIAMEL SMOAN �lN THIS PIRCill EVALLYI DOCIPMENT �PJ.D) HAS STI V-rq1Izsi-1 FLA 1-CANELUMNErE II 8 ; ) MINK(UM EMBEDMENT! TX` TAPCON ANICIOW, AND PANIFLAII I-AUALE ,E, & PANELMATIT FLLIS II Yumcp_t-f � Acu'Rumcf, WTTP 14C 2020 �7rt EDITI OF THE 9"CAIDA WJLWUT COW OLCC9 SHAI 91E I 1/4' JFSIGIN WIND LOAM S1041 BE DETEPWWIED AS PER SECIFTIN �620',T THE ADOW 4illITONC-I Co�-I`T. 8 Z) MINTAALM EMBEDMENT OF i!4'0 A -Ia' CALl ANcHDRE KKALL BE IS ?/6' Njo CoNcRETt I FOR A RAW Sn'E� AS ATOUVIED al THE �UkISDIC-IOIA WHISK THESE SHUTTERS WIL AS INGTAL,F0 AND ,%Q CLAKDANIONT INTO ANY FFIS- MATERIAL SFUNIL BE PIERWET"i �OA A DIIRE�IIDNALFFY FACTOR KIT-0,95 USING ASC'F 7- IS AND SHALL NUT ENIXED TPHT Vii.xWOU (A -SE).) i/4' 0-20 55 1DOEWALK BOTTS USED SHALL BE LCING CNOUICH(SIMCICLE ANV FiNNIH MI EKS) TO OESISN PRMSORE RATINGS INDICATED ON Si, 2S & 26 ENCAGE 3/4' INTO AkC4ORS. IN ORDFIR 70 VERR't THE ABONT CONOTT)IN, ULTIMATE DESICIN WIND LOADS Dr,ERAXII "ER AI 7-16 S,TZ BE FIRST KDI TO A.S D, DESICS WIND LOADS BY MULYIP011MG THEM BY 0 6 A CROCR 7C O-Z' ;14 WE THAT PRECAST STONE, OR -RFOA5- I-CW,TI PANELS BE F m4 Ti�Z II sm w A C u ON I!1 NO 4 L_ TO COMPARE THESE W/ MA,X. (A.S.0) LIE54N iRr .SSUPE RATIrN--- INDICATED ON SPAI 25 AL 26 AMC`ACFn SHALL BE ,ONC EINCXIO� `T9 REACH -M!, MAN STRIATURF BEHIND SI-Cil- I'ANI AWPORJACE `Il� K AS WENT104a, Al a, 1) AND III 9 71, is 0001I TO VERIFY THAT LOWPICIN-NTS AND ANCHORS ON 1141`l P- O AS -TESTED AITPE IIIII U11TIR S'Ri A 33% RKPil. N AxiOrAI STR15S FOR OINO LOADS *AS Na LrZD IN THEIR ANALYSIS IFAS-ENIFRS SPACING r�o WrIDD LI SUN OET�RMAIFD IN ACCORDANCE WITH NU�. 201f, IT" INCHOES SMALL � HE I�STALJtLl rOILDATRO K-L Or THE FMCOMMENDATIONS AMC- SY1iC,hCALLO1,S I- 'HE AYCTICII ; EL L 5 ADEaLw-Y F"R IMPACT ANID rATTUE RE&5TAJWlI HAS BEEN VERIFLITI, N A��I;CADANCE OTTH� SCCT�CN 19:1e ITT IRANCIFAC�DRLH I ITORIA F" T111 AlR111 1"1101M 1.1 AS PT-, rITY,SIlA,,P.11 T111IND LAODRAT', 1, ILGACII I 'o', I _ AS FPCIOCO, TAIG-,TT,, 11 IT SPIN I a( TO T, RESTIONSIVI ,'IF THE COA41TVIACTOR TQ VERV- Imt SOIJNDI OF -41E: STRUCTURE WHEFIE S�kv`TIEP `O� ANCI 1ATt - .' IFS-203 Ii TO BE Arriir4FIT 10 045HILt FROPEP ANCHORAGE DID ".1,MIR STANI ONky BE ATTACHED O2, CONC�RETE� ETI:"� 2 THIS �Ys!'['A PI gGiiii CL_'SATTED To BY :NCTIALILLD 0?, THE OLFMOE Of 7Pf- OPEI AC�fSSN5 -rF CFENNG FROM TW OR WOOD FFUWE BUNI-VINICS I � X W/O TIYE USE OF - LII OR TAFT 'I'S APPIrATIC01 IS VALTO WMFN INIFT'ALIATIFIN IS IN'TENDED T17 BE PfFWORMED 4 2, rill N!�TTALLATION CCNT1RJu:fOR S, i`0 SFAL/CAL10r. AAI SHO17tP CONIFUNETI1 EfTrrS wHr,k REMAIN IM �CN?Tquol A "ROW IN , TILE i SLIDE. Dor S-I-Fiw� CONTACT WTH THE BILLUDING TO PRII WIND/MN `MTRUSK" CAWLA AND SM STRI TRACKS ALI AROFI FUI,l, I ) I";SNIES 1000 ,W&LA'1014 15 APPLICABLE TO SITI Ala) CQuit"f HUIXT LUOMH I srfu WINDOWS RHrN NSTkLLAT)0N 15 REWIRED 10 BL ! -1-ORNI IROM THL INS*[ Tir vRocrupr TY SiCIRM PAIIII INSTALLATTI 14AAlt C010FLY 0I SPECS INDICATED IN INTS DRAWING PfUS A0,ff B1.1"INC ASIC 10 4C I - NO 9 NEIIQLATT04i PROVHXC IiIf 'HE KNISDICTION WHICRE PERMIT 143 APPI[ED TO - SERIES 2000 INSTALLAION IS A--L.I If `l4*l AND DINAII HUwr AND '101I �I 01AFS STYLE WhOCIVIS *PFK i :N57ILLAITON IS RGOUIRM 70� BE -'-P�Dql FTIOW THE I Of CTRL,r-.jNE 14 ATRIUM VANOOMIS AMC DOCI IW� E - 2 HAYTI STORM PANEL SYSTEA" IS PATIENT PENDNC; i I I I ALL ATLIMENUR, EY7RvSOw- To a, HO.3- 410Y 4ND -EM-ER fulk-LI 0-mums- II 15� �u� Ti's PROEIL'I EIIALivioN LTXUVENT IF E D ) PREPARED BT THIS: -�wATETL IS CCNERIC AND DOES NOT pROMqf I I INFORMATION FOR, A SITE Splicwk, PROJECT, i . WHERE 7K SA-E CONDITI DI FAOM THE P-F.D ! A ,A-L ALwfhLv S�Ez:-, ,4�-4, LlSIC A, c-`3CQKS SIYULI HAVE 3I05-H14 ALLC�- M �CINTRAC'QR -0 BE RESPONSIBLE FICIR 7�1` SILECTJOk PURCHASE ANO INSTALLAITION INIALUDING ,irlE SAErFY OF 7. RILL Slta ­L0 MITTAL PAHELS SP,V'- HAI STR1,10L)RAL QUAII $`rI AsTIA A-653 GRADE 50 V,F , ItftVANFZT`D STLEL THIS PRODUCT BASED ON THIS I E � P"ISED -iE/SPE: CoF-, NOT DCv,A% FpOw TNE COND�T'.ON5 ISI ON Df',IDNAr�Nl W,'-,. 15PI - i-Ai-TER, kDl 7`YS "C'CUMENT COUSTRUCTION SAITT) 41 STE F EHE CCAY'RAMP-, %LSFTINS'al � S A-, Scrliwl 3� 'IF STAINILES', SrEFI. !D1 OR 3;A ASL SE-VY iYR CjTFMZQS;T0% -TZISTS-W I-LA"tt CAPP(TU STEC- AS fTR 'Y1 kY) 1IYS -RTCl EYA,LL.A7QN ' LTO�Vlhlt W,U BE CONSIDEROD INVALID IF M00I ! 500 1 5 OTT 5C - 'OELE 51PENOTH AND 9' , All 'F N5LL,E S71TENUIH Ali SLIXILL C-OMPtY W1 I'LOTIZIA 0-11W. CCIUME SECTIDAII 2.1� �34 I I I ; "L SITE SPEOFiC RAI SHALL HE Pffli By A FLOANTIO, REC--RI ENCIREER OR WCKTS-C-7 St.K. WL-L i 5L RXES TO RE ASTO A-301 TI60AI 5TTE17--, OR APTI ,X4 S'--RtES S7AN-ESS Sra,- III -'I$ .I, MINNIuM Y�I!113 StAiLuCT. RECOME THE EWGANI Or FFECOAO ,ECR) ,-,OR IME PRC,1EC7 ,WC NI VPUI SE RESPONSIBLE FOR THE PROCTER ITS,' 0" TW- P I D t NOTNEER OF RCCORO ACTING AS A DEIS ED ENGIWFPr 'TO 7IIE P ED ENCINEER, SNA- - EGAI I �, AWLI�IRS TIJ INIOULL IHAIJL BE AS FOLLOWS SUSMIT TO 7HJt IATTER THE INIF 5PECirIC DRAWINGS FOR qViAr" ! (A' TIT F � J --I- --�YL I -& JVFLL jPDUNl .' fYCEL {-) F&ITS - IT 0 y4AL I WAR THE OXX Aw,l) OfFiCISA, SEAL W SC`NA'4AAE OF I'-' -ITC--ES"I0NAL ENOLIACER 01- I - '� -'P TAPCON A'4ROAS AS NUQNLiFk-FTuRLTi BY PTW 8L7,-nfX, FvC ,mmw I c­%1,1 I 1, .? 0Y , REO.W THAT PREPARED 1*1 1 7/8' CAJLK - N At4'HOP,S. AL� UAN� ACTORE-1 -� 'A W,X' INC jiAIN I'l-Mac v- ) - ;,I/,.- "D X-ANCLIRAIF. 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F USED iwerix W/ 15, LOME ?,� -,R4L - EANT, OF I � 5i _ ' V,DE 0 -Da,� IRCYCED AT %,P Or SUCH P-NtLS SHALL $F COUMOCTEE, To �j W/ YT� -U­ w/ 7/� .�5/32- 1 1 / - Eta � -1 ;1'!,*`1,w .w I RELow) 0 a) � rf- BE AlPoG WE OR 1,,4-0-,,TD,/ W,T _ 1410 TAFPCD 2� Excli As Im -1 - I - I - I Ic"I - " WAR - MI 6061-Ts Aurn, ALLOY I , �') IF I FIANSL5 ME -ONNECTIO TO BOTTOM YiAr- CTXI(NEC�Ol, STIAUL SN-SCST 0�- _� 7 IT (��,� .. I ' ?w INAII IM *000"OkI 6) * IF, .4 - - 125' ofsCRISCO ON li*TE ,l) .-ELAwl ' � WALL AND 21REQ MOMNO Im. - MRWT -, � 0 (1) i 1/4,-ZC.3�1' .I *I I/ -.-III WINIC ,,I,,iT ON 11.,ft'slL, iii, T�iuwffscfmw T3� FOR, CASEE5 RY,1EN ENTI PANII ARE USE JCINTLY k/ ! 5" to�G . I I - - -, III 11--I BOTIEWL Tf,KY. ,OCAT�-'N Of FASTEMERS MAY Of AT LITTIlER OF T*C TRA&B T , A&L MM-ftim 7 S07m .r 1 1 - -ROR �I FLANOES Or END -A4EL END PATNI ARE Not CONNECTED To 80TTOM -R,IrK T ron BAR i EMR TO �EILJNG wOum1jNG INST. i I I I ;y-.r lvioi!t�- PROVIDED' OLT TOP Or SUCH FANELS� SEC3109 I' I 0 I WALL 3A.1- Affi_lm� " M I I I i I IT 7TIALK SCALt S/5-1, I I � "-8 =T SECUM 31 SECIM 4' '41 , �4� ,t, CASI T,W7 END PA&CLS ,E SO ITCLI-ECTED ill? SXI [�L. A STOP BAR III FOR INSTALLATIONS WHEN UND PA"I ANIT SO0f , LII PANE'S ARE CIA-ErIl ":J AI r, �W I I SCALE s/e- T, SCAPE 3/8-1, ,7 DIN I LISCI) X7 TDP� AT EAST TWO PANIDI SHAL=L BE CONNECISD 10 90TTOW TRACI, I IT -dew- 1 (n N I �, I MOUNTED 10 EXLI`1Ift0 SU WALL 1I OF PANC�JAAIES-. ONE WIL0.0 PANEL -1-11� 0 I 11C OCCOIC.TwI ACM^NDO" ft- .� , - - ----- - Z � 0 P. NOTE (3) ABOVE ,A' I CkS�� CCftYtCr,4CA, OF FIANI MAY ft LTSEO �ICHNFT[j A/ I% � . AT no Id; , As " 000'O.W."NIN, WAY 0MUd A' ANY PANEL, LOCATION W/ TKI PANIE.,MI TC10WRZ W, SHOWN ON FLz,vAPoi% A* N/ �tt,3 I' I V, . - 7 I I F-- A ECS Nar,T-E LAI 'M AT BOTTOM ATTACHING 9DTTOm TRACK To wAu. I il / � 1, � m ,"%mM0N#I I" -TroAA TRI r � ' � IRI . Ti� SE,- CI, ,1. 3' & .T DIN SHE I ;�t� �:. �14 . ,,,, _- 'A , , . �'Er A,NCHCR SCkEDtLf CR .SH, - , ; - A-, .0.l iiIII A, �4N I _ _E7 2�) AT- COG- "R., 'Al , I , I ----C4 IT ,SW- momv , � . 44 - ECT NEED T17n;I,,1r-T,-S` . � ; I ; . . (Typ J,, I I �� .IS vx-11t 4-,, --jj a 1, ..."11-1 ;IA 5k I . Ili '. - - I SUCY TI,IAT A"ACENI RANEI LEE I ANY MI ", i r 1i -RMAAFAW, ,,vIz Fit wer, 21 :14p, Lu 1. 111111'"Y7,11 J^ THEN CiERLAPS -5 qj7 -,-m & MC., HAVE i T-Tr-0 .,-,;,-" , t I H 2 - T?TI - I " � � 1� N�N i ,,,,,;O�L. � - 14 � 'I RE-ATF�f.D Ell I It- I > . I I I - I t % M 1, r4 § � (5) E I --. (D ;�, � I , -, �� H-� - I ..'* * "AINIT . - *� i � 1 SUS "; 'k . I 1 � 1� -S m : I I I I . 64 1. �CEN ,, ! . � / If& F - NO� 44167 I. S :E - - . I *: 0 - --- - � -- mou".05, CRIS K - : . I - FLORIDA WILDING CODE (Ii V010cfLy Nwficanq Zionii) � - � I , � 7 I f I i � I , I I T --- -- - �4-- I � , tI,\ C6 I ,T11 I - ---- -=—= . It -, vp i % . I L ----- I - ' . I z I -Am -AIv" N, I `Mr - To MAE - � - It j CA < - ll,lias nlm� MC : 1. I . I , I , - wx ILAirm, w 7W %---. �, TATE OP .-' -i 20 GAGE GALVANIZED STEEL STORM PANEL I _I z 20 GAGE GALVANIZED STEEL STORM PANET -:� STORIIII PANEL I � �i - � 2 .�, * "--�� 2 - "' � - ,-, I � = — I --- - �� * 20 WE GALVAMED STEEL I ) / NO. 441 C' I i . �- -,--- � .----:----- FLORIDA BUILDING C DE (High Velocity Niarricone Zone) i4-- - , .!Y% F I LORIDA BUILDING CODE (Wi2h VaRocity NUT Icone Zone) I I--,-- I � 0 ! . � i z . .1 No. 4, 1 6 7 . t S I �0` I I &I � ,,,, - _", STATE OF ... - f = !^ IA-- - - - I -- 'k'o. * ---- - _ - z I---- - , -,-.--- -- I to. 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AM 20-176 1; W -7-e'l i (�) ST.QP BAR IiI I ,/. -" 11LIEC011 i� �� _ .�', -.� L - i 11 I'll". I? ., I , � I NII MAI W , - -T - --=, - '"I . - ZT III, � lw� . ,H, I - I � I c V ,�, - T-j, �. -.1-0 -- ., - I I- - I... m -,.wRML %- A&I I,,,,, (tS.TCCw�6H,, 20-176 1 < : 6D63-T5 Alum. ALLOY -- - � , 1 ,�� ------ --- --i ;�i�- -1 --- - I-MM �-. - , - ,,,," -00I - I DAIMPIC � I a --- ---- C,� -J....- :6mF---T - I- ,� I -, 5 . r 4�,�,�#44,Wt Way- A. ,k- . , 'll PA-wep . 1 - --2t L. -----! a It, I i � I � -!I'- -t , �:::::::::�-= ARM . V n I ---- - r Cl CA-05�- 11 I , ,,� , � , I -�E� — ", . � � a_ %MRwli-�/---r ., I - , -- , I',, I �,�Twl: .I . TF,Lr - I I II!t -j I L---- --- - - m TV -- - - - ,jC,AA ..I ,c �� - .;;;;-" -i --------- - 1%4`M`�- 4 0 AAIV ; - "`I:F� 1�"" L- -- ------- --.--- -- -- -- � ---.. - JL-- - - L---- I I r. A, i �4191 -L:�- � I - I I 1-:wr-�- � ;iw--- 2:1= ------- - I MAxBa1JA A.S.D. DESMN PRELSjIRF BATING (0,8J.) AND CORRESPONDING MAXIMUM PANEL LENGTH -L- SCHEDULE FOR SERIES 1000/2= E-Z HANG STORM PANEL t'O SYSTEM 1ffi-ONLr F�NA A - - _P= a1N a_•TT . MAXIMUM AS.D. I IMRRTN. +WRtCYIN PIVEL TO �LL SEPARATION 5III,*),aO[[5---d- E to CppTOJ SECTIONS i .66.0, -759 HY OR I 2 9Jle' LESS _ 1, BOt /Fri - - ". 'c, Y, ,'w, I I I 1 21. a 3''Ir - - _ >"-�. 79 ] 8' 7a' �: LL55 1 / O E ! Tv OWED A 4 • BOLTED W/ 1/4'P-20a3/4' S,S M.S. A WINICW AT OVEFI a AM OF PACE LE4GIH MfASWED FROM 9OIT 0 OF PANEL.. l- 1 . *•.a . " :-. ; _ 1 . _ I r a.,.. is:a f I ,.if .m"fm-xo-w.4:$,q E f"'f 1M. I , . 1 4:Ja :(*.n.t .M, ti:+ AMI _:T4- A 1 .... (,iM CANS �'- Yluelaet AwD Ac ro. I ROBS 5P RNa [ D . 3 2 f � T Ar%u-,T/ f C I PR -CARE, 1 Aa^r. dVS j''� GN31 ri I�'''''PANCL4WI O if2Ml£ RAXEIW P TE LYlS $CTUFS e I iPA'it : W'Y`�A RA� �-___,.-_ CONORi1i -......> 1T0 CLs+i:REIE T - ITO 00NCaE'lE _ ; ID {:9.R;N'LTE ,WM Ca11AwrYMM'I or NEW 5 LENGTH •L• (IA) {I).A.1.) :To hlSCx IE- 12' 1 ' N A / 2 NIA '2 r N / A - I 2 N R t P ♦ 2 0 r 11• 3'w :D• 5 L•-v__y_. .. rE' `000) '- E _ ___�__. y S€R�Rro`S 200E ._ t,' 3` 12. 5 - 8 To I B' A ' (ERJRON ) 1 I . I SERIES I060 - N/A N/A N✓A N/A N/A h/A ' 12 /2 11 [ (BOTTOM) 66.E 7,..] 4 .__- -.._ I` [- - 7, f1P. tC_5 7• NfA 6 11'17` N/� A 1/2` N/A , A .. I N/A 3' (top) 1, N/A 17• r-._- N/A. 9 1/'2' NIA 9 1/2- NIA 3- (ROtTOM) �_..___._. 1 N/A 1 NIA 12 N A 17• N A A' (lCY op) '! 6• 1. 9 1/2• ,2 11• - I t- b {®L`TTOM) LJMITEC TO a5.0 A l A.S D SURE II IAG s 3€.`rFiN FRES f SET FOR ANCNONS T"4P1: SPAE4IC EON 10" •lal4A INTO �e6[ SA ]Ie a A,A C sOOO E MAIM AID - C ARE TINDI AICAIaR AC.IINOS kRAYUre CR,e ANCF DICAT€D ON 1KS 9Aftc,,0 rGR EO, IFSS 11MN IONfATEO ON SDNEDLRY aLOT"o +MANOR SPFOR4G OL tHE IN MUTIVI 1 r (IT IINCt{t i SI.11Cl.f. ON SL [n #O OLLOWNC FACTORS FIT"OR OHONE PAIII IXED 9ruLJ,. t0 BC POSSIBLE, RFWCfA SPAtto. OPELESS um T AN Pt .1 IIOT OWN 1114 M SPAC1aG r K LESS RIM 5rW]IGTCD OR EACH AAh10R 1!P( A' "I EACH ANC/,ORS LIGEND JlOIIDII Tq( 1 4' _ r e VFOyl I a' /• 4'WQIYa 1 4- j a l I ,o i I A fJLt-a, 3 s I 1 2 Aa,. rr10NGR 7e J11110 nralKlwwz>_-filNa- (m) ) I J a-R -r...a - _ - ACE41L I O71E lO- '13 9cm , I2. - SDI 2 ,/2• _ _ - U 5. Iw 1 W ,tR 1 I - '1 r 1 �' M R€Ut) > P. D+STAN['t L�W1E'EN `Tf''rY Y P 8 B's .. ANEL ,2 AfJD 1Ta BE t/:' FI.._ J A -Q I ++ RETDI,RfS YP. Oftil E BEtwCEN .4„^^OM or PANC'- ANC t� TC BE .3/, 6- r}I1G' F M­ ,­_ A,T1tC/^ F •. 9 . 4; •" \\GENS11, NO. lxttca, INC #: _ * - fL. 5 IL E C O .�/��,', , FS I. '+J%r„rS�I IR(0yr- •' �' v tj O E IMC tALIT & [ N bR , T,L1n1N0 YWOO�♦[ C ACM► MAL,p.` ems.' ,w .. w. -` > 1/111'IE •as"AL/SIGP'TUIIE.,IL'L,t[ Y,-0ppa]'x 4WLr,+A A k # 4m1M .4107r FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 20 GAGE GALVA1 ZFO STEEL STORM PANE L Fa - -r o GLOBAL PROTECTION PRODUCTS, LLC.I Pr n'0 i �W3 r``S rwpr: (15a)aAe-�x_. f,.: t"`)_-e,$) 1 20- 176 LIWYrA- s y, � NI, MYTI 21 DY HT COMPONENTS FOR REGULAR LIFE SAFETY & E-Z HANG STOM � A' N LL 5y,5T +CIS (SCALE T/2-I') i - Is 125` :TOTAL WIDTH) -_ - _ : _ - T - _ -12500' EFTELT'VE w1O,H) -__ �1 '' 93-$' I ' 750' ,I,F- -2OW-- .%50' - S5. NIA IV.ET[9 . e „r -TYa-; -. (- 374*-- 1�.• O ANGLE s 6 /4 _ - - - .• I 3. 0. �,. (AAI SE RENERStO) > x ,, .250 I ,I•R-1IATET) 1 :I I .. • O C2A• Mal tf9Cx is ! I GALVAL,w E'TED ..1 , I 11 " - I W, i T1 IBA' 6.0' I' , eJ,- ; \ _DRAT 4 �1 �� 1 S00' Sl EDGE A6 A5 M 61 • 2 DEC .OBI• 7h17 I II 'J, C _ 11CaAt r 1 GRADE 60 - 2 175' 4Oill I DETA]L A ALY G-6D GAv 4W EWA EDGE �' I' k J 2 a , "t 50C'--i (TN ! I S5D' --, � STORM PANEL - 1 �f. - WAX A - ! 1 � 2 ol3D' - 3 ' w ) 1 MAKI,$ SIU1J BE Mla ALUED AL -IS - 2 387' - FROM LEE( TO RIB w} 112' LEG A, LIO A' Lfrr SLIDE (If PANEL S- -- HEADER -F- I&II&K > ANGLE WITH STUD 1 .3 ---> _ - If I-ax e ,11 6 PA1E.1 9.02E lu:n.; - P I S ftrL, r_s• - _ _ a 2TD' -rxALVAMC..0 STILL li W/'e'Awt^ rw -- } to05* t=ANCI I /' - - 1.3'1 - 1253. 7 1 I i _ - I - I I 1 ♦ 625'--' O 3". d It 1: .'1 0 25C's pE __ 02SJ'-,. _ - , abt- eE25�'. , 1 -T I- __ I I 4 - _ 2_S9, _ HEMMED 11 _- p.,a FTw` v -. tx 1.0", �'i s.2':"A" 1$ OR 5 . _ 5D• z 2 cnu pfp __ ET W I I,_ Y - , - 1 7"-�`" - Rr3UNOEC CORNER 0 0D,5 OF PANES S f IAA' - _f'1ysrrr��/ , a € 11 _ _ EN: .V w,,' NCMMEC� E['1GC _ �e DISC 125 i 3+5' �� '•nm rE.I Y/il6fi6� I 1I i,l. E11- I '----- - OR- "- KEY Lli O PANE- HQJ.E-WASHER i 375C' 072, J9,' i it �: ri'•F) �� ,5C• \SJ (6` KEY HOLE AT PANEL 'o 3105-H15A ALUM ALLOY 'J r a. I 7 2 I`-T - I I SHEET e.OH r_ -_� Y !# 750 a91' 'Zs• ' 111' .��3AP.A?VxK%tG fop INV mtrITr INIC n 250- II q ( C? SLr4EJELyVE� 2Ca1 V1r'/}�B,N- L'y 3I g mrel I A25' .Dw SNJC'AES MAX,UL1.1T.IJ.3 t` I I .1 75D( . V ' "---'- 2 0 J0, - 2 LYrO I 3 J50' -- - 193' !1 I I; 2S' 2 0D<..1 K ale)• i - 7Ga!' _. 1. e '> , i7rP.)I iI. � '75;' ,� {� .050'e t "U- - - - I' 150' " P (7! REV. W HEADER HEADER LJ - 4N 'O 5' Y4R - $iY m 1". MAX, Ll E c`N GTh e 10 NNAN 11 -.J." TRACK (�, PANEL HANGER 3T4 - 30OC' I-r rarer t+`'�ft,h'A.-Ti(!',,^- (l lf4.__WIQC I 4 I I1•. aaD' SLED_ t _ ~_:�j _ 1275• 082Mill r�. ✓ • (l.S 3'L' FOP E Z WNG STCA+4 F-ANTE Ellis" '.�-=� b56- l= At__ .OBI- - tt\;,•y'r. M S'STEM) Nic3-T6 A..JY- At4?`-' 'I n 1 i I671 i1 I ' , 11�- Lao• _ - Ni - FLORIDA BUILDING CODE Non High Veioc.'y Hurricane Zone) 2 i ''r. Opp{ �� . s _. -a1aN O YAM. O ® 150" 123' s I. _ 1& Im" ra]rla. ec r-a 1'-_-"-� t-) 20 L I . • ![ r+ 050' - y, i STATE OF -24 GAGE GALVANIZED STEEL STORY PANEL 3 - -` , 2 ao' �, SEc ' Q'Y .'� iGLOM PROTECTION IL ECOIw O � Z»..-_® PRODUCTS, LLC.i �'' ' IMr[ - - .. 0 ` ILLS _.. - ` ..9E St. S, SafPFET s04' . E" aA J A6 N a cw u1w eolrAvr T'A4T r[Str4e X[ aA w. 2 m•. n Xr-. ' BUILD -OUT -F'a 4 j L(i� ByiLD-•OUT_IF" TRACK 15 5 WASHERED WINE.NUI l,p�� Y / T IL 'A# L) J A , 1 -- -_ ._ _ a. +N x .Aw. m.Ama I -)- .... P.•osM . w 4 ,y, .rRJAt-. i>A'A' Mee A Pei_ G� Tr 4 .,. ,®„� ,, a6-aWf111 rAk ss+ �-ate 7 .ray. ( YMR ,,, -- r„ - 2Q t 75 .DR TRA _K ANf:I '"` (tAMAC 3 AU" P L v"NowWTrvitil w�1TDY A 1,11' s • I E - A16) ♦�1 2 v H - I INSTALLATION DETAILS FOR REQULAR PANEL A.I INTO POURED CONCRETE OR GONGRETE BLOCK STRUGTURES ALTERNATE CONCRETE _ ANC"Ol LOCATION I.N.F. ANEF(2A5 (SEE SCNE0UUE On ExISTING POURED CONCRETE. (SEE SCHEDOLC ON ExtSTiND POURED CONCRETE Smill 9 1"Isiou 11 /D, OR CONCRETE BLOCK 1 SHEETS 9 TMlli2 101 OR CONCRETE BOCK REOLJIRED ft I I FMOUAI 4TFRNATE LEG CD 2 1- i_ow"ON CONCRETE ANClaOR, EX15TIeJG iO;iR[D Y (SEE SCe�EDUIE ONCofK1�TE ♦EOUAKD SHEETS 9 ril'A GH ,U)_2%%I .. '-:T- I-,il'01^ '_�- 4•.1• IQ sseNOC + ' : 20.•'SI HS ./ MAN 1I -, I , ICONCRETE 04MO-S - i-- +Z 'n' oc1 1 1 Old_Et SC1,41P_E ONI/2. 1Il"Ii 1 1 i�E 1 I 11 SHEETS 9 T.iROUC- 101 I 11 I f +!a•r-]6r,• E Ge�J�I. �t E D 1 in p - A111 W e ,�.•- - 'tY'"1 1 1\S _ , FAIa;L IINCTH 1 f_XI i Ep 1 d I ;SEE SCHEDULE GLASS E I C i�: I� 3' i I ON SHUT 3 I Yin 1 I 1 - f i 1 ti-20i' I ' - I SET'AMTCN I i `- ,-OR SPACER (� 1.. Ki'S .1 4 1 [ 1 \ I IC GLASS 1 F ', I ' a SC-IEOIaE SN FS E _ E. _ I i I q A 0.[TIAP � I [ (sr# scHET :.E 'r: •-� � OP - T i nee wl Twee T10N TO GLASS I f III,.i ]a1• I ltJ 1 1 I ;s -1 , SPA E� .;y f 4 ( Leal, an, r.a'! .I R ;1EI S>3ffDl;li O. I_ I /� s Uea ,Q I TEA. S,IEET 3) 1 A a D.O. As� !7' I A Il f ' PA�TL L ENr;TH I Sre ET S. I - A of lal -aL . :=+Rs. 1 - I Des RA Iwrc_ 3 § 7 I -t 1 (_ SC.I'I Ii I f s E Lr l04* T-{) PANEL LENG'•H i ,!)rL� x• -Y3 I 1E.. I - 1 ON SIR'II 3) 1 9 - (SEE SCML :C Cx,ST':ryy..-1 1 ■ 1 ,, i 7 SEPAAATT as a "x15T:•{�J ■ I 1 CN SfHEE' 3) i !I ..I TO CLASS. I i L ii`1 'GLASS i '_. V I GLAss 1 �� I i IT SCREONAE I T � 1 / ON Sr•ET' 31 E I 1 SO i ! f i , I i I I 1 ; J L" I I C'r 1 L I s I I I• [ - i I MAX I NAzI 1 L { 1 ' V - 1 .. 1 _ i 4 ,I i IQ t� O.0 I I _.i SNGTIM -1 1 I OFFl 1 s -' I /'2- ,,�' 1 1 ( AbAX I i I . - I :.- .i' - _ i f CIll i 4f/*t['.tY"F'F A`x:rCRi .-,_ #�.3� CC+;CRE'1E An'.-H.'ws - i "I -- _1 Lxlila,G PCL11l SCE SC'"'EEh,L ON I(SEE SCHf(4.LI ON1. ' CONCRETE - EOGf J1 -AAA LIP Tun SHEETS R -IFFO ,GH 10) Al- W- "- 9 'HROL:GH IO1 :, 9 ; 2 +/6- '.ONO MAX ft v-,,. RECU:RED (A,- .Ori- O ON) -. 4'. SPACfR3 O R , /4- G C V.L D ToR 3/4- EYf3T%+n IN1lINfE- CONCRETE ALL DESIGN LOADS AA,Ei PANEL �\ a CtpNCREl[ BLOCR ExtS'mG 40 Iw..0 CCA4CRETE 111-IS PER SHEET 3 CO•C RATE ANI'MfiRS\•. RC0.r'TRII; 0 £ 9LGCaf - - \,- '- MO _ONtC ALUMINUM SFAUJ6 O (SEE SCHEDULE ON E CI S.1l 9 TMR011ch 10, CEIL LNG AND FLOOR MOUNTING SECTION SCALE 14 ACOLJIRCL -VA, ,12 , .• O_Cy (SEE TABLE I' ON Snrc s 9 a ,D.) BUILD -JUT MOUNTING WALL MOUNTING /DIRECT MOUNT W/SPACERS n OR L6 5ECTN)N 5 .IECTION 6 SCALE 3/11i SCALE 3I6-1' = pP A Tit Y� ti•...... LtN r 3. \\CENSF !fr'". FLORIDA BUILDING CODE (Non Ill Velocity HMrrll Zone 0 441&7 n, � _1cm INCAc I 4 GAGE GALVANIZED STEEL STORY PANEL 2 - ... . NOTE FOR CQMBINATION _O[ _SEG11oN - E>D. - EDGE DISTANCE •o':• SiATEnF,;._;,"' ----, // iL ECO119c \GLOBAL PROTECTION PRODUCTS. LLC. "MQL (SCE SCHEDULE D`. 7OG a BCTTOu MOf1NTINGS CAN BE ''..Gam• Fj ORIDD .- ` / ♦ cow- •soa ss I. 1ntET SHEETS 9 6 ?O; COwN14ED IN ANY WAY TO SUIT A1r .,s F ....... "Al' rG R _ 17 ,y DAYS b 44RIIIINAAIJI-1s•'-.Ae]O•]E GOCt ,[ -__ - .IA'Or A , PL 'JP e.arr 5 I- ,e -,III INSTALLATIONrt -DETAILS �_. SERIES _ H,ANO ST RM PANEL - - - Q QOT> ''1) INF � � QQD_- ---_..1�.�.sma,4e-t- -4 `: z-mk'-c,,ny:..,.� - :3; - „• wr:?:L'. i _ _ a b I I rcfl,", = I,, m, A+, _ _ _ .,�.. t •IE,L F Lu r II k _<_R=' a & _ k, i > e( _«: z I a Ym _h. 5, ) i 1 I t � i P, '-,' r L:.f i PC M xr i f c L ar ,. N F A I _ + ,. ...r� E - F. A a u' A N - .+ w, .... 1 A' , 9 [ N'rG ATM' C , ! 4 41 N,T' r I I ,,I C r. A €l:kti'+wM'I I__ �I 1„ �--T- 1->-- *i� H.' G'"''I I, :'I .TES. I � . ` rtAF, f € x N .' 1 I 1 T - - L et...a 1 C R I 4 / I -♦ (A [NF T k.. { I T A i I I _) _ '-7 r� / - 7, - - i- _ - I - I I AEG. __ I'" - ' 1 f �Y �� --v, I i h NI;'i 'A iT. ra L_mI I - I T - , _ - APAF.- 'N scR w > I - ..a; . .- .-: 11 ^ 5.'t .c ' Y:. , r,s•...� J, ' I- _ Asb Mint, N T 8 �l+L%ra �, .. . . „' "'' �y-I. -_..._ '. ib. .�. . II.. _ ,I a .I 1 Ec..;,, ,ISR,ap :'tlS..TLaI: _' ,'<..' 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" Y- '> ML M 1 Y'Ir, pT+'I A aE ry H•-tom 11 .,' r. i J'. ,. 1;a"V- ,kA. 1. ,e i., i c"Ad"':"iJ � :�, xP.r, L M1], G '1)ARI LA a I. .. „ �. .u,r, .,4 ,.• r,m rinl r+rF NSTALLATI 1 ON kl ✓IJ L CJ ._ IA ALTERNATIVE 1"W `� BUILD -OUT MOUNTING I ' ' ';'' ' I , FLOOR TO CEILING M CANTING INSTALLATi0A L_ - - I INSTALLATION ALTERNATIVE _"W „� .:.. a , __ I„E 1A_ 7tt r4y T R ATiVE 3'"W ;CA_r _, A ,, N5 4 €T r,^^E - N H : ,, N.,A 2 __ rL 'f^ ,. : sr E:Lu _... - _-, ' L'� - rq g _A! f , _ t �.-i,! 9�+°.^' "r.-1�a i) i`S& _-p'--,.. ,,. r" LORIDA B'I)RLL)!N^:, CODE (HgH: Va,OcifY 1%urfoc.�:Tle Zr,+r, e,I L r I'Io 9 1 " e "'LO, I .r - - - r--, 14"//�� T 1 P a *. *= 20 GAGA GA YANI' i 1 P - I L ZED 5 CEL 5 0RY AN°. I a �x J . I:' U I .Ala �}��. 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E RATII t_j.Q AND C-C'RRESPQ DII ftlG 2/4 1/a. 3/4. 4/5. 5/5 3 6/5 TUN SINGLE PANEL (a LENGTH -C SCHEDULE QN Y FOR REGULAR STORM 1 WJ6. 2ti 3W/7 k 4VII 5_ INSTALLATION. iN O POURS CONCRETE CONCH BILM Ac WOOD (t) MAA I ANCHOR, (SEE %D *111 E ON 3' 'Al ,` VrN SHLr TES 9 10 &I1) - I_ - SIN- P PANE y`�iw�,w•eroAYIE'n $k{( ,PA_NEL RFCTfEupFD .AT -LIAR _ 1-.__- _ __-_ ____ _ -. __.- � 1 61 TOP.. -BOTTOM ENQ_WiIr+ TRA+`IFS 3 4 y f,A h F4 ',Ofl o O o 0 -- - _ d -_ - I I i D.M.. 2 3 A, - - - I: - WITH JRACKS 2' OR 6 Is GiREGi_.Aly'[i1HIE0-Ai SACS( LUG♦ ..,-w._. ... ____ _ -_ ._. _.___ .,_ c_ I MAXIMUM PANEL LENGTH 1.I OR %-" (11.) 0 MA)OMLM A,S.G 'CE'+ALrRl'TIE A %DM DESIGN PRCSSURE RATI,l NSTAIIAtK)NS t 5P f) t, -) La L- 200 7 C" I:' 0' - 2' C, 17 -'- II 8' 30C , -B• 10 _9_ 350 ...") •a• :n ,,,, s0 0 0 S' ,,T a ' 4190 -_ -6' ,?' 9, 5D o P - , • d"- e' 5aC, A - _, a'-D" ACC -I- J-7, 650 A V 7C.0 €' 730 ) -5• 6 12' eo0 7'-7• 6 -7. -- 1130 - - G' - 4' S" I b v - .A 93 a 5-9, 6 0 - 10o 6 ' S -PT, - 105E - , J- 5 9` 1,0 0 - _ -_...3 1. 115 C - S a' rr3.6 - 5'-$' MAXIMUM PANEL LENGTH "L+" OR L-" (ft.) 0 MAXINUV ASD '>_1NCHErr a WDO::1. DESIGN ^CRESS URC R.Twc .-SIR LA70-S t (D I) (I w -- 11- I L. -7 .5 G._._ 1 ri 7 IT O I l'_11 10 - 7, TJO ,0'-IT, 9'-9' - _- 100 - a'-6 9'-2' 151, 9'-T• 6­- is I 1 d,-r d'-7- 50 a'-' 7'_9_ Ill B--. I.-5• 6h0 -2: 700 7_3 < 1 75` 7-- 6 _A' BE .ti 6'-`.• - a 1 7 ., - e -3 m 9.7 0 6 � 7 t IF' __ F 3 - d _" S 7' `X..0 IT-7 S... J.. - - 3 I' ,:5 - 1'_:6, BSI:, ( ) I.114/ I I I I W - .. ',1 . - 1 - r` ti -- Y aF -. F1- _BiIl� 1REa.EE . F$aCU•,I'D PANFLS � PANEL: "I,l/L47 -.1.,_ }; 'WL 0 CA 'ON'CRLAP ' S S u PAL'0 : 'S SECT ONE AS - E APP1111^,Av[ E I 1 , ISLE TFCTKNNS AS ADP TABLE) i .., . n 1i I„ : D.M.. 3), 4; - I , - -.- ._. - - f. _ I ._ O O_ O i-f• . O -_. G. F O - s Or 114j-{ 1 _-. _. _- _ -.. .. _ 3• 4Av _ .��- " MAY. _, - N !2/4 1/4, 3J41 4/5, 5J5 & b/5 r " H EIll ZVI 3W/7 k 41l i - A;NCr,1l ILL( SCHLLT.LLi (A+ SI`Ctrk 9 10 *IT) - REGULAR STORM PANEL .1.' ELEVATION I NTS 277 , - - -`NAP I 1 CLAN ':�i)ilJ' -' w:AJII AFT'/` I -''. NIN 3,LY EPARAr'KIN iL, 11ASS SCNEa°/..E IIAAl1. C,A �" �� �'y /E' _ ":A ,1..,. ,,. AA,-.. 'C „real wNE OPEED I" n '. 1 -S-L.yTI"+��,N„•._+�_.,„ PA^+ L I_NCT.1' WIND r.PElr_- c i, IT, __ N Tom.. _-. UNRESTRA/CL- STFUl Lffmf `_-1RANCJ RE_';`T°-ANE7 NOrEI ; ^. �! IQ(1) L MAYMI-4I A.LOW'ARLE PAR,L LENl >� A GIVEN PGXNf &SD LDESSK-�N L'_MLI I "�. ALLOWABLE PANEL I,17117iM OR A -S% INI:_Alyr .SO JESCh L4V I 09 L-1 �_ G' e 1Ia- -. - ' - 90 eIMX0 DETER Nr IWIMUIV 3Al .,ITCH: j _.__-_ _._ _ ] /'- 7 /2- - _ _ ... -- - _ Ch "'It kSC rS10 LLuR. 7€TERYPK MAY PANG > NC'. __ .T SCIED€L' I >W 1 _ T 1/2- __ - _.. a --. . - :MEN A Nt! J1 M A S J CESAGN IW DETERICA MA%W,W PAPS_ H -L FROM SCIIEf f I 'Ll VJI.I WY 4LOWAB,- PANEL 'LENGTH IS EOLAL IC -'•r will 0rIrRM,N- ". RANEE LENGTH 1 '115 .: IfA I I- Ia- R£TWFEV -:. • N{i 'L - i E, }} „f,E "UMEDUEE SET. Ant FOP Has. PANFL L["II 'OR Poll O.:'cr3'E:I.TCK - _ t I C1.11i11+ LL7TN62it 9 TOP DNt Cr •" .0 ' MID •1_, AKAE EOOTTOM MdJNT ,tFAL$R HF_QEP A4GLF TRACK W154[ I - ! 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NraXl: ;P58,wAw-,*sr,. 9a+Nrs•sTST 20- t 75 r Ufa G _ Yew .W. __ tr4 NNNNA%1 '�' cA-yaoa)19 YWI.MW, MN uAMurw s.rN f-ARMG Nn fSIGNAattgC/D.n TN _ A TIL,•r .. TIE ,,,, ,,,.� 1t,Y _... __..._ {---- I...___-......6 FLI'. F 44tA7-"�""'».•'LR[T 1 V ,[ INSTALLATION DETAILS FOR REGULAR PANEL .1: INTO WOOD STRUCTURES - i - T Mn. - T' T I ' �______-..._i1 -___._- I SEPARATION ' 1 j- 1 I 11 {____ Y$r{ ANCFIGF75 1 TO rAA115. 1 ^ (SEE SCHCI ON SMF_- 11) -, ' 5w.a'wJ,n` ea ,s f (CALM E,ETry 3}Ei 1 1 , s ze,.., t v salts *.i)D """ - I 1. III ITTa2Fi kt I -"�� - � I f Y„ I I LF1.�TH arT.w T-C'I R i I I - I:ry G, I 1 G - Bs 1 pp .I 4D4 PANEL CA;. r- I WC>OD HEAI:Er, PFaJfRED -, I'11 .. 2 / .0,-C1 ANC -ORS _.• - I : 119 1 ' GLASS 1 I 1 4 r LE 1 `SEE SCrCD. - I fO E.0 2'..4' .DOD P_,VE R_OJLRE I .SE. SCHII ON > _ I I - S ' I CH: $YEFL 11 t:F r 11 Itla MAX. ``-`MEET tS-`F,.Cp?�:.""` - -_:1 1 ^._`- >v,KETt I j 5-C, SPACE> �r ' I s7,111, •I - I ` _T: - _ - EENO:n 1 - 1CM '! I wO::C' HEADS- , e FO' _ _ _ __ R r'.IIR I' �.. k:r ED u. I ( d� I 1 I�I IQ'_'r IL-�._.-. a,r _ T-^•__� �}F1" VA%, ll)rG A MR:11.e SPAFa'P:S a !2w I' 1 1 - - - - 70. IsEE. r PW / '3N SM{"Ef q1,'.'I 1 M:r. 1 , 1 SEE NOT, BELOW 'CR LM'ArICMS .DPI =ET`WITION I -1- - - MAY I _ l 'A" I I • LONG SLEETY,'., I- tc .AS -1 I € PAN LE ­'I, FA Nf ri! - L 1 1 'L .Er I. ,RLU.1 I 1 I I (:� Ct I , �Lc C =_j_ ALA a :FMALF P AtiL MATE i O'1 I_ET 3) I I I stir•^ 3; . ION -off' 3; 1 1 1 i F / •,_A;,„• > -.US ABATE SCHCOIa. S-_" Ti; i i f ;; - L -. i E I I ai rA. I u - I _ i 1 1 f (IRE Pea fwEL 1 F LANI 1 I�} `( ! E "'i wcA r-e,, F IS't1NiG 1 i ! I '-.4- Y`Rf!Q -1 j1 �1 1 f 41hS5 -1 (SE ,_. 1 ! a1 ATf 44.OUIPE'J ! Etas' 1 1 i .I r i �' s.E- 3% a i �' 1 DIRECT MOUNT W1 SPACE$ It 1 i If i ALTER�2W' I 1 L -� -[ 1 i I 154 SG4E 3je-I- I 1 ) 1 - _ i SEE TAEri Al ilN SHEET 71 -OR 4AI. ''ANAL - Mc a f I v)z I I O 2 n _- 1 - 4A% a $ D pf SeiV LOA'A'S fOR OHS 1f:S7A..LAt�JFi 1 I ! --r L ' n 1 I 1 c 1 1 '15 4.�1 •+e_ TF - 1 , i I IO 1L i/7 C'L _ ' 1 f� L I I 3/4" ;t�u __A ; �A,4°+EFTED Wi S7uc }--i_-.. - _ ._ " (SEE SCIIECAE ON A01[n sA - fir I ,/2, LOHG 11: f/---s - _.. .-.- . ..--__- • .4rtV t I ) SIT) NMTA1-"X N IS T#TEP 1O A. ONE SIPrr' IsJ.oe1c - 15--a• i4>j *NOTE - AMY sUJi N9UT° €.mw ;1HI$ Is A r-Trimi I Ne, D OX4 AM-..pRS ®IAASW Ni"o," 0-4.14 , PANCAIw ON .Nm .Er S. AuCLR - W/ C_JD 1' Y+J SEP I" 70 CLASS a IYT - ` - W:,QJ Om1 "M 1 -AT a( IEMY-AC 10 1/: Ai - I I 6T1:F KOUIPEG h) Al O `Hsu CaY�,{Xll W (PAL(L NA", :ZTMb[ IE aR SEE SC r-j F 3. LDP6 A5 r, 10LL±osDIG GOI Tcl AIF PARR LATE n.=j Ill 9C SW4M Awwl A> A t/: ear-. _ I S'v , t C M LED .YF11 rr-S NS A fmtnecrc,1 PICTu 12 ,/2. OA. SPAS .Lo ED d. (,) IAna1N ASD T30, PRfmm SMn S). ' _ RATING a .aa -aS P.e1, (3'I INAS. I. 2INIC PAiaL •u.TH IS 'JLRIEC TO aa- AT ANY O NNT: S c i2) Aunw,s: - RNWL E1ac.H Is WALL MOUNTING / DI RE,CT MOUNT o"h a A SCAT, Duv TWO AJXRR PAEL T Ga3 AL TwTD ON n. 51frIW2ART. ITE. L? W (}OSJNTING s) f EA MXn n$AYAnGm a ONLY ALTERNATIVE 2W (4) I t 2• TDlaa STAOER CONe"EMI #0 SMI, RE AS N1�ATIT Pr ALTERNATIVE .1p AN F.:WYJPG .am rug eAl `-' _E 6 ,• Y1mCIT 2. 0WTALL,Ir" aI, 1 1 F2' LAIC 9PAIGEW IA ES LTIT.T AMLg I'M -0 ZS S + 2 MNO 3 Al DEPIAITO W ASkl srxE ,E/0-1- L.) At$1NJATXYa vA D ON'. r0A -MO C-,WeA irAiin. AeO ANC tNC 2020 (TIf' Two.) OF ItsXiia[tM TOLES ,. 2 a I PER ASTY [ -� OCbE_ ,."-ft „AEAIIIIIIIINy, i -__ ____. _- -_- P\ ,.>....... NOTES' "�.' \,\CENS " 9'� FLORIDA U1 IN n r rBUILDING G CODE Ha High VNaQa: Hurricane Zone) 1 IN.4`A_L_A'IVN ARE C%N,.Y `PAL IV' F(;'F( MLA:. A $.E] '- cram `TrE . -1 i!. °QMcTl6fliI H_..OF SESt19h5 c c - NO. 44167 � 24 GAGE GALVANIZED STEEL. STORY PANEL P' H i- O T Nt ;! P P Al I P' AC• -`TN. E -` N ESSLPL A A rE,L. LENGTHS tlMAM rr {r Y E A F PER N ny SHEET 14 4 F r A SCHEDULES .. 3 EE= _) E. T D T(3k M IJE7T!NGS _a. 9E L 3 ( D I 6T ) ,O •. TAC l: awe T a. rR (E IN ANY WA l �.. 4'i t T W' D - "k A ,1, _ ,+[ATE < - GLOBAL PROTECTION PROD ) � >-. CTI PRODUCTS, LLC I IMIf �' I�L E C�Ci IN a, I N ., r t a,�,. ,r +lama sr s' anr[At -nR NEW WOOD F CUF .COyc:IRUC7'IUN WOO, `R1O •'i - �;A{1-, N - . ca�rw, wc. «. >-utA l 20-1 75 :.cum r m-;ss, s54 rS.S mA. ry, ,� izR A+ ... JJs° !r4 ( was- Nos-aK° kkMBERS ,O 9E St�J.4ER-1 PINE No 1, W/ SPECIFIC �'•,, S/��� _. ` DENSM, CC 0.55 OR EQUAL_ krrrNNNRf �'*+:/cAll u-''•-"' i ®�• -- _ tm.r oeuRc Xe -It. x I'll . Rf -mw •T •d ra ,�Y--- _ - -____ __ -- .,---__--_- -__-_ _-`_____s-__. - n. s ..4aT __"---"---�uc[r e a ,A.. -- GENERAL NO ES Nun ere.. ANas ernaM eE. 9rLt RAasrr - NIYIO RAIsl 1' - - I TJ L2E'.>1%.B'()Se'.) WITI,_SP.Lcmil. fm'FlT�Y'_:G.� _AQN=J 1 SrttRN P,NNEL s.C1wN ON TAaS PROOUC- E'fALIIATZ ,hlICU4€Hf (P E.L""; FNs E1EEPd VERIFIED FOR COMPLNNCi M ACCC'^ff(uWCE 6 I,Ja"e 7APCOa{ AAtCriORS. AS IIAIt)fAICP1URED ,I IT BUILOf %. INC %1 � 20 Olt,, LDTTO4 Of THC FLORIDA BVILO+NG CODE THIS STORM PANEL SHALL MOT BE INSTA;J_ED AT 16GW'+ I - S - EER 0 A^iD PANELMFcTE PLUS AF.G'10R.'i. A5 YA1mC A4T RED EST ELM :.ONSTR+,ICFHk'9 RRiyh,JC fS OC (. ,. ;Y,R auWA1-"LL(]F 9RCrWPRO :'O.1NEs $) - 1/a'f LAG SCI±FYaS PER XD.S 1/4'0 L CPANIELMATEESERrW5 N 0£S'f. w..I' LCAUS SHAI 9( LETERwHEO As PER SEC -ION T609 Or n1[ ABOVE: MENr1011EO CODE FOR A ek%IC WIND - 7/16•e , 5/9' WTiO0 IUSMANG- AS bKS1R19LjIl Ii ALL "I SCREW, 9G1 k SPECALTT CO ' S°EEO AS RCOUFhECT Eh THE .,VP'SDICTVJN CF4TNE 51C414 PANEL will Of :WALLED. AND FOR A 09ECI(]NAJT' FACTOR I K,'.•O BS. US.L A51- 7-1(. ANL SMtl N] CKLLJ III AMY:`NUM (ASO; DESIGN PRFSSJRC RATINGS INDICATED ON SM[CrS C 1) MINIMUM THREADED PENETRATION (NYC- WOOD OF TAPCON ANC}gR5 SHAD BE 1 1 "2' AND 2• FOR ELCC PANE_MAT- PLUS s I 3 9 1HRU + _ a , 1$ P f AND ANfUWVi FEMALE DID w OR -R T R'Rr M U hN4n w A 0 O E AP MLPI71CA 9M,fN N. L DC HWNEU PER 7-16 f4yy BE MST vE aVI DE D DADS TE ASCi 5 , RC ..0 D T A S N Ps WI M •.P r•I TM' YT , ` KrAXED G E e[v(: E Nc Fn UL L ND EN B D6 N oRD[R TO COMPARE nl[x w MAXLIAx YD / ( F T T 'R c2 IAINAFJM THREADED PENETRATION r f SHALL BE t a - 'IrP ) OF :AF SCREW, INTO NF /2 NO F.WEC N PR T T 1 t LICSIC PRE -SURE RATINGS !CATfG ON JKE s } 9 HRLI 1 & t7 "TIED ND 2 $. • N r T PENETRATION N D O 5 PART THE THREADED STVCC rWl 8E CYJR�CERE3) AS a £ RLY2UNRED RArtcxJ REAE)ED P(Ta£( RE? Or T REQUIRED I xN ORDER TO 4RR.EY rW.! ANCMGP" ON TriS Pr p AS 1E11fD WERE Fa01 OtEP STRESSED, A 335E 1,`Y..REASf W ANTI GIMBIE STRI 5 :'.v WHO LCACf WAS NQJ USE.- N THEW ArOkT YIS IA$T€fl SPACING TCJ WOCID HAS BEEN DETERMINED IN C3) kTMwJN EDGE DISTANCE OF LAC SCREWS, ,S7O KM SMALL RE AS INDICATED IN THIS DRA #o A:COPOAM'E W%lM NUS 1!OIS STORM LANE--S AL CAJC'r P-10 NfP.rI MC WIND NfSLC'iinNCE 4A$ &TEN VERITIfD IN AC'.IDORCANOE WITH SECTION 6609.1 2 Or CA) YINNAIM P'ENF'IRAIC04 OF WOOD yVS"jAc S,,Nj, BE 1/8" 1/4- e.-20 SORM 6Sro S'HAE.I BE 1 1/2• LUNG wwwim ' TN 0. 4 '9 f H. N N I'>'R ?AI. r R S :„ F R'"n a i- r AN) 19. '-Og E IBC T bG. E C rCE A„ fTIU L.. L ii fA'f CN-. O Iw POR S [� D O ( 02 02 A- RE Y 1 �.n�� r 9,T.NL ! xl^T ' - YSNIY P i 'IN P C f STUC _O E >. AND UM PR WAkS' WI NO 5UC_G R ,- P M AJ `F°=Y 4 RI R 11 5 1-, L 2 99 33(] AMERRD _- Iw'L A SOUTH DA {F•ECT 2.0 D AS PER. C L _ ON A TA_ - 3 hi,p7 .At Rs,l - A]ei L_' P CA!CULA IGXS RFRIORVMF. f1 IN A'CVAIOAa:F w,i SECTION :BD4 CN TMf OA CS1 IN CASE THAT PRECAST PANELS, OR BE F RID ON 11kE C,ikSTRJG LON OR PREf-AT _ _ nk A Ewti: _.:fEl 10C w - Al_. ANCHORS ` i � LONG ENfANN rO R£ACrI HE M4N 5TRIJC'liRf PA: E REACH STRUCTURE HIND ,_4.. p EI'RFl4 &�,ra 0.3 i ' Ar+CPLRAG£ SHALL� AS VENT ONED N C SI, C 2} C.A) Z A__ ..M.NUU EXTN2USNlVS TG III C^f,2 •4 ALLJI ANC• 1E4PE4 (I.�,F,ESS OTMCRw•5,: `OTTSr SEE SHC_ET 2 • - (GTE ANCHORS SHAJ>L BE INSTALLED FOLLOWING All C4 THL PEC•"A(MENI]A110I AND W-EC#X-R.AIS U, 1Ht ANCfl VATIU-JURER 5 AA: A' 'M:N1J4 r 1 M' A _ _'. R=' ` IN . 1" .fa _U Sk F Mc'AL - 1 J L U �'-A.. VF I vs E ALI Dr' B PAti[_5 kAY A: SO 9E WSTA>LE,O HORIZONrIKLY' FOLLOWIVG 3NSiA',IATIJN DETAILS SHOWN ON SEC-10X ", 7'HRO UGH 6 {SHEETS a 4 Ali vtr -'s ET NE'AL PANT - -III NA/' TRLK'.T;JFA1 G'UAL.F]Y STEEL A3TM A-653 GPACE SO MNWMIJM, i-50 GA,VAN12l T4"`OV;H 5) IXC fF .PIT HEADER$.a III(D SJw.L TICT If[ USED. 1 'STEEL �CA2.GhAIl01a W, I'r= 971 Ls= (A.iCR RUi.LEE'') 9 t SIWLL 91 IHE. A' PCI NSPJ.ILfir Of THE C ONIRACTOR 'O VERIFY THC ',O NONf`T.S Of THE STRUCTURE IF-TERE SKI S TO BE FI : F *s.. r'CwR' r T '.i III 5 xis. 1t+TEJ T_ f .- A ILLS `f.L P lt6 AIL FRIES CR' d(H'I Rf SS Ali COATET CAREECIN U Ifl." EIm AT-AH t 1 R" - C ED O N,.0 ! E. ANI^�fiC'YIN",". DV' I R .N Y ATTACHED 1 PROPER ,i, � S/.UT'E SHALT C E BE Tr CHEfl 0 CONCRETE. MOCK CA AC f A7fF RAAR'. _ .� E 94 Y _ _ �T' N A � :n � 1� ' H 5 �. w _. �= t_, u . )DE sL, nm >.. L aL s C L. ., £h rw.L COM / +_1 (� A 5=h '1 F „ L i. f r TER T v.^ a Tx` _ ,Y Y1tN" ^C r•'T ' 9UILD NC.S I !AI '-If IC FA,> NMI STORM PI.EL WM1 tl LENGTI.- OVER 9U'. AS PER %FOPCNi 1, 2. 4, 5. € AID A-1ER ITS 1W 3W & 4% of, 5 6` l� r_- HE ASN a SDI Jkr , , , "•EEL. ,'_S ,9 10 ;Tirs LAN:. ILLS "1_n. wil"I 3C, I.A- ..C.CL.N YIE� STRLNGTF' - - - ,HE L IS A 5. G a : R6PE�rTLY• S. , L_ HAIE A 4 -E At+O Rr Or ,L NRICA Will :rJ51wfM'YsC Oame.'CP '-JVAM iO SFCL'RE PANF;S WFY AFi__AaI>F REIM(u+ffMEA(r O_RxY PEFi-SOS OF 'aURRf;A eE WAr'tNRJG A,L_ p, >D WA.I SAL : A_ F�ftLW, 1 • THE IN`sIAJ.IAIION ,. 4'a'-R- ON ,S 11. SEA /_AL&r 4 _ -UT311 COMPONENT CC-% wH-Ysa Pf4AH 'N i,tt - .L_Tr. _.r1:AC1 WITH 1Hr R _ S.PLL1'HG h' )W€J ./RAN NT t,`S S >; PRE . L U 'AI • R ui i a T '' A 1. : T i Y I 3c- I'. Ar'., ANCH(Y.- AIAd> Av 9 T W Rlr z. 3 skirl 9 N ^El d , 4 P s v.t 1, P - 1' ..1(7R4 A.W" N T � ' Y WPH r r- TJ m I. TF.P. 1N HIS UHA�dA, -I' ANY ANT I,.a 'dnlC, AN --- &A,: ' ':, �A a - 6, L.. ,.. '3 h,. __J.A "INS ,1 i A A NW I, a e . B (ALE -IN AN .+'-_. A' 4M'If At T' EO D .r'=. `w'At' "M1C P Ri. R(p"4DEC 5Ytl BHE ttPV"�v,lOv YYNE RE Pf NVR ,S A&PL, [F1 FL , s . S/A 5C, T,-SF ANf H,.IRS. AS u1.1 Lfi'h11FC RV AT PULP .f,.RF'w, p:NUL & C.Iu , _. I M L J P T' I;t W THIS f1P'Cir.gKT IJALUATIO)a DOC:vMEi•,'T'` IP'E0) PRfPkIl Br MIS ENGINEER I CEN:RIC•. ANC .KM;S W'T 'gtTl. PJ-fAMATI'L'N : : 114."16 PALE -MA:C �f4AiF :p R FANE:VAT[':. P'wS ANC#1f.�:S. AS MANL)f"AC.TE,wCO 6' ELC-? CC;NS',JIJGHCIN PPW:dDasCTS AH FOR A Gl1E S°£CIF,f. PROJECT, m' wHCPti' T*<E SITE C+'NaDrcKUJS (aL"v1AFE WTRp4 TrU'. P E I.t . ? T.' 4 e %A]A4' t1AY.N AV ' MVs T 1- HOW`•. 5 C AC yRCC ET C�WkT- _ (h) .ONTIAAL IGR TO BE RfSPOeVS4i1[ FAN+ THE SE -Et -:UN. P,1n.CHA.,C ANG 3r,ET'nsATp-- dV.,L.:OrNr Lirf °/FE'v or f'..I; PROf:'UGT A ; : YEN' A �"f: AVC .;+JR`. Ir,TO P(}1JpE E' C;S:+'RETE :NAIL BE .1 . 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'HIS t T,ir' 'li'K L' €-IA TV O E E t •,UffNIT 7 LACEP > SITE SPFL VLN •]R Ri"uf 'W. ORAW E Drlt r5 E r r' :I i P. P � P ^' 1 I P '✓- �-. R' f tl? I� N Tr - A LA- i YRI :A51 LN. PF.E4A T .JRr_ f7E A RS :fi ..0 G. N..O �-kRC+_ >. tll.Jl. 5 1 -d; A.aEE.,." VE U E "C f9 LONG LMr7I,'.pf= TO REAP;rl Tl [ AVnTJ S'RUE JRF HE.HIND SUC.T, PAIEL.S. FLCKYR,k. Ex CHOR THIS PF. E, §fPJt THE OAT[ DkK',PikL ST,AL AND SLGNAIURE <K THE PROFE55K'AJAE, IT 1,4AF utiN1:ONN(1, IF, A•NrM(,)RJ,('E 4 rw PV AT/ FHALE IRL ENGNEER OF RazRtp TMAl PRLPA6iE:D P ! S: I, P.I G L:, L 2'.D"r W. � Ail- CO_ A 5#t-,J'TER MATJJFACTUPEP"5 LASE, S.A:., Or LOCATTC ON A Rfh'NLT' VISIBLE L"cATFOK AT STORM I I 4. T.[-v' N . 110R A M,v. � A 'PATE i w H"I_'JFxINC . .. I'ANL SHUTTER :N .ACCOR_,rol'E WIT" SEC'VJN 170991 OF FLORIDA RIALDING CODE. ONE LAEL :V /f' o . B fA+.-iF 0.h •�F-_ J 4A-AC'LRE EfT [IfWALi :NE AL AC "V1L BE P,A'=EC' FOP EVER'. OPENING LABE•L;Nr. Tr, '.'CVPL' WETH SECTION ' 1099.2 OF TNf FLOF10A DU' LNG CODi< A P " '. vIri C-SE- Ar -, A :1 PI._..TT( NY A. F:,h S:,SEW 0C' A e-L.' r ­10 L-A E w 4 FFMALf F ':C `+ .N-F P_ J A3S :OONS- AS NANUI"AC „FEC ifLIL_ +'-I "ION ItRo AS/1IIHIC, 4 A 7AMA4, NAFoN AIEHCP-, AS UANI A:T RE, 01 CE.11 •JS A. T�C/ 'RI ���\� ,, �j, ����`t.� a 1, .-I-A, EVIC1104i O TAPrUN AN. 1.:R,, ',JCO IA4CLMATES ANSI -AM,k- NA:'L,JN ANCOUP, ItaT•) '.HE IP"'41'S•i1 V\CEN 4 4 FLORIDA BUILDING CODE (Non Hi h VeLoc(,' Hurricone Zane • RJ ,. '�L,A.-:% a SGL'D-"Er AN1a 05 SHA I. RI, EMIR Ki 7/$" FIN C IT4 CUNCPETE 6LCr'N `- ,NIT N, EAL LIWaR.No .44 67 a jj a'2u'Aa rl.`r`�.. 1K 24 GAGE GALVANIZED STEEL STORM PANEL r'A' DRAW a+ 5 !-GC;O -H „ PrR1A 'F8 a ' C _PEWN USED _4 L V M-v EYI. a A._ BL ., LSE?' ;HALL B?. 1 ,i2` S-J-sLL' EMI'.. C 5 # AND -- uPnwOM -c,P Wa W"H r n ST,Cl:O %. j __ -_ .,-._ GLOBAL � "' $-.•. STATE : IT -� I ,' •4 '»At F [:Ai ,I:, t :.R VRFC.Ai: `C1CT� P,IZLS- ST,.'CCC TV w. ED' N/ FY1 , - Cr�E RL DCC Eh"<anP3O.'i BE J U CJRx' •'. csyYt - _.. 'YTS NG w AN H 1: E.N': G RT Y{uN ,,. LRI. HIND tL:N A Ail. C C _At HE T 9E �''... `'v\,` I S iL E C O Ire PROTECTION PRODUCT$, �'•i irOC S. 1' '.. 1 _ ,,.`AC. ft J11. I 20 Y. it Y1NeP-raN. r.A xs•_+:€w-'-w`- 5 rhtJ1 'Ell . E Ne C"`_ - ,.---,I rw w ae'N xr_n, ."+GRA.E _ A.L RE _'Ti_ H't 0 R..'' .,,,NNor4A� A _u_7011�,I - - � _ rAr+...: w `j fiHMF ETA,,A(H-'-- C( SF.`L/`!`WIJ_/L'4 K ♦:w:z A `1.L Y - , wa ,r-.R CON. -REST ANCHORS LSE= SCHFOLIE DN SKEI 9 THROUGH ^c EC I I A I SEPARATgN -O GLASS 1XG .. (4fE SCHFDLFtL M1E-xE571-I CA SHEET 3) 1 1 Cowil lL mc,4ORS I (.EC XKO,D I,E ON i SNEETS 9 nLRCUGH "A iI LD 73 INSTALLATION DETAILS FOR REGULAR PANEL (-C INTO POURED CONCRETE OR CONCRETE 8LQCK �j$UCTURES b;rSING POURED CONCRETE E1viTasG POVM COINACIi CONCRETE BLOCKS OR CONCRETE BLOOD ^"LRP­,,�l REOUIRED, CONCRETE ANCHORS _ ^_� S"_,:r�5 9 THROUGH 10)', � -_ EbS"riNG ROILED ,2: {21 CONCRETE OR (�E SCHEDULE Ce/ 1 i CONCRETE BLOClI I > I REOLPRED 4 17 t/. rz _ 11/4. _... _i. MAX IAA( CONCRETE ANCHORS I , 1'Ta I I I I I I" I C %1,' I f -wfO.N• - I ./4YA ' S eDl.+S ¢i.Ewur I w1 f Clrx rfM ArtR1 LnmC W r-fl 'L 41,. ( l PAIQL IING-H •- I L7]1 (SE( IC f:]V:1. 1 04 ,I I :.) :I . 1. OF -L MAX. 5�.�t.Nil - TS _ I d --'^ I i � _- T 0) . e' --I I -� -' 4 sts rJY o ALTERNeTE - T• ,- - , C- UFO LOCATIM fI ERNATC CONCRE-fE L'XL'STPJG POURED CONCRETE ARC -CLAPS OR CONCRETE BLOCY, REQUIRED (SEE SCHe P ON SITE-S 9 "(31- - 101 BUILD -OUT MOUNTING SECTION 1 SCAtl„E 7fe-1- F ^��.►F91Ii5ikCIN flHS' ED. -EDGE DISTANCE T ..�1. CQ�`$EC17 E H' F F 5[ SCHEDULE 0 TO P C1P BOTTOM M . NT!N °` CAN _ a Bo o (�u co B SHEETS 9 a 10) COMBINED IN ANY WAY TO SUIT ANY IN" IN LATION ED I 1 1 j1 I � 11 I• '`t; U I i LL 1, .A�n y j Ja'r-2a.r• Ty II I I . loJ ,s Ill III SEPARATION R I (I'%'" Iw ILL WD G+HE0 Y ,I LONGrvI, r-el (SEE: .CH_OULE II DN SI.EF, 3) .^' I F R I If L I I 1 1 I I 1 I i i' - CLASS II [ E 4 1' Sol I II . L I 1 MI I 1 L I C 1 1' a .j S. -X,-40 .04AEO =, I PO 12 1/7- oL SOKFfT€ OR I F. -- PRE BLOCK 11 -� . 1 I; RE kYRE s L_ _. D 00NCRETE ANC:HOrl$ 'M ITE STAGGERED W/ STUD ISLE SCHEDULE ON SNEETS 9 INRpUGH tD) WALL MOUNTING SECTION 2 Sc" 3/B-1- ," C1,711N4)4"' t+tG..A. TI I''ti ;N�QyS -10ENg /l✓ys s I0. 44167 * : * .'* 1 { , :, _ems �., STATE D -- EZF'. 6L O R IDA ,:.: , La .z \ &&� -L- All PANT,- L<METH (SEE SCHI C,N SHEET 3) (SEE SCHEDULE ON T SHEL•TS 9 t14gOLmGN to t EGI a II I I E„pI I II RSWj&-cc I- SEPAF,ALON 1 t . 1, Mu. I .0 CLASS. __I (SEE SC EDu(f I , t- I E PANEL LF.r„1 ` L I li-4IL_ I I dl RAi,ET S) 1 I ,pAN r ON SHEFT 3) 1 T 1 1 I I 1 Ex-sTLNG 1 faJ15.5 t I - I I 1 1 r I1 I I 1 I fly , I h ; I 145A I(AS A➢PLCA t) '%E' � E ANCwJR S SEESCHEDULE Ew _�1 , S14E'S 9 r.MaOUG#a ,c IF W/ (J) ONLY WHEN SOLO LL, , ,LET At CALX-IN ANC'XORS EXfST4Ju F'rJLSVED CI,k•FCPEIE Ai£ COED A Wf W+EN PANEUMTES ANCHORS OR, CUNCR.LT4' K. CCK ARE USEE,.. .,,U�IRCD.. 9iALE 3/8-1' FLORIDA BilR.D7NG_ CODE (Mon High Velocity Hurricane Zone C20°9 m:'Em. `t 24 GAGE GALVANIZED STEEL STORY PANEL poml " 1L 1 EC 01/1� \ GLOBAL PROTECTI)N PRODUCTS, U.C.e"1 rnw a £t16ReL1m" cow"" `400 Yw. 51 5T401 III rL =i s N . .LA NRIYN AMm♦. IC ANA '.:1rY A- -wow (rw! o-2EAL, I. (nANsa-srR'r 20-175 r 1A-400"I9 YA.,Av.YI, ex CANest N-. 1Y,AfEw A Ill A_ PE N, Y.,-,M YI' Main 4 or 1e INSTALLATION DETAILS FOR REGULAR RA.EL1 INTO W00D ALTERNATE E LEG 4-v$' {M,^.} CXISTIWL. W1D00 yyy, -.-.,_ LOCATION REAM REG(r'EtD STRL'CIURAI,. _ _ { MEC.'aJACY OF EXISTING WDCL 9EAM TO RE EERt1+iE0 By _ .Eu - CO R + R 1E N EC EER OR E EO E j{(^ / a' I ARCHITECT PRIOR TG SHUTTCH OR U � INSTALLATr , Wl AIX;�RS ALTERNATE . ANC"OR5 i - - . (SEE sCa£DUL[ ON (SEE SC1VEDsL-E (w -{! 1 _ _ _ sA - EO ,/ C r eNWLI a r: eIxm ""' "C" -Fj' .L- SHEET t .) SH;E'T i T)i , - - .i` _ " -' - i II2• ' - ♦ 2 '/r• am ' I E C#lT,"f7rJJ 1 I'! sri - I 4 ' YA)( - I I I WI.'K30 HEADER V REWIRED I ,- 1 �" .r- ': - - i 1°/p- r._ ._ ! _.-_c ` tl - I I 'N'.-20.I' G,AS$ _-Y T 1 p I rt'I, (T ;�, jr os WYDFJD ANC.WRS I' A I (SEE SCHEDULE ON wn ,i 1 ISFPARATiON ` 1 1 1�,i-'' 'f �l I { ':, i,; _4 GLASS (SFF I 1 I 1 1 SC Hi RULE I DN SHEET S pr 1 1 1 I/a'e-T0.• ( SS ears •� -_ _- E Nir SEPARAIX1+f TG CLASS 1 I ! 1 I F 1 , 1 b U ONl111lR ' (� 1a AN.f u f , SCW.(LJLI. O SNEE! 1 - 3 I ) ,J:s-2P,1 L' YAx �� f,© j , :f I r IIJIan. TMEC � -L• 11 ; I I , 1 �� FAIc1 LENSTH EA INFIV j (SEE sC`fE:tYJLE / ii 1 1 PANEL. LENGTH EXISTING 1 r 1 I ' rdl M.M.L E >�N Wtr s'.r'1 ON SiaiE' 3) 1 I V (SEE SCHFDUl.f CLASS ; ,..-) E d I 1 1(( ON SHEET 3) 1 I 1 1 d t 1 � 11 I I. II: Y I - : y' ' Xi: 501E 6 y I 4''. 1 I II "^' 1 I; r 0 12 •'7-'_. �4'� -_- r r 1 A Y I I ED i� N0 FINISNI ! [[ 1 1 t ' � " t ,BATE 1 f -,r..-J _ 1 1 IEC -- _ No "`A*ALLGWF:Oi - [ I/A- Cr WOOD AJce^_i,F.AS (SEE SC-CD-AX Cn 5HEi I'll 2,=:(6- WGM 7'.A' WOW PLATE DEC'n REOULRED REp(ASPED tffiTFS: K.TGiQ .-CIO B[NATION OF SE.'.r4.NI: TOP & BOl MOUNT04GS CAN BE 1 DESIGN PT ESSURE RATING ION ARE MILT ALP. FOR MAX, EL fLENGTHS ,s. AlAND PANEL LE G ,tS IP ) r Y a COMBINED iT•t WA TO AdsY "O B ED AfFr SUIT A5 PER SCHEDULES N '' E SC EDU E5 0 SHEET 3 INSTAL..LAT10Ni. 2, FOR NEW 'WOOD FRAME, CONSTRU:.104: WOOD MEMBERS TO CL SOUTHERN PINE No 2, W/ SPECIFIC DENSITY OF 0.55 OR EOUAL BUILD-00 MOUNTING ALTERNATIVE, 4W �R A: Tr�� l,,,i �'t\CE1 S1 :✓_" NO, 44TB7 1f : ' --1 :* S O. STA ►E F 2 9 -. D '' ce z • O •- F r- s O 1, - F" PL Y.N/11QMTU[/tMR 41 ANCNCRS (SEE SCHE IE CW SHEET 11) FLORIDA BUILDING CODE Non High V♦lvcIty Hurricane Zone -?m TI,Tmi q. 24 Y GAGE GAL ANFZED STEEL STORM PANEL f. P. oeAw T L I E C O ENe GLOBAL PROTECTION PRODUCTS. U.C. es O ° ui frsTWq a E! ALAq 601M'AIfW .w S.e1 STREET . s's-s, - Mr I a°"' F. "`T1• 20-175 Isr' Fa_ ..ms AAR­AAQ . w, Rss m-rMt PIs7.A` (95.Ws 7e4k I'M "Ret"167 CA-eRael Is At 4- Wle-M bl - MLIOI A T,NJR III .N_ .- EUOI Um ;W7 feu) ] ,M Is -6-•A O O - j U N O , ­- 3 0-0 C M-0a- ' CM -i V a)a) � a)-0 /� CV U mV •''-^^ V, O L L O ^1 W = -O LL ,- m ''^^ O +l O M V/ i O .� !^ VJ 2 z z w J C/) � '. ` W (1) a) se V O cn s< a) U :3 CIO O 0- CU (i) ■ co LLJ iiiiiiiiiiiiiiiiiii'r Q z Z <C J a_ SHEET NO. SH 1,3. 0 PCOURED CONCRETE. CONCROT OLOCK 09 7'.4' VOW rpAMr *EQLMl . , : I j-, 11 tlts­---\,�,IAEI 77 4� ­-0, I I/. - I -al A4C,Iw j� 1� \_1 / 11 , W. �, 0 i ot - - I 1, ,� , '�� _1! � ? , K 4' A I25, I- 3t,06-HI. ON -�, I I , 2 112* 11051-nis ALL01 I cowl ALUM A,l I Mo 1, ��'W,,/M',� SC -AU 1/4'-�I* .u-z- L- ,>.ar.r _mm v ,z 1 V!3�m r.#k"LL , I l -.31 a 1 r-pill � 1,, " 1. I I "', I 11 - 5D SR I OR POURED C04CRM CoMatim 00 � , I I . �(4) 11. wcov nit" - A, 1% VAIN " !� r will (4) & 0 2*.4, RECql*fr.i , ; I 'I 1 I - * - 2 l/. 1411 M. -OLM CONCAILA, 2 r , , " ""', : I , , , "I ; l/4'. � t "!, 'Aft' ., 1/2. Cool al ba 2"4* WOW FRAME , , / I- i "(_4 Msi 0 , 0 r� mi,.r l�'T NEOUNED I . -2 - � I 0 � W, i L_ J: L � I � . - 4� . : - I - . - I - � 1. � � 11 ,� I - I - I 1.1'...li,,, 1 . L.l 2:. 2' , M� TO I .Al . x , I I -1 - . 61 I 02", tow I 5' still 9i L <1,15 .­ I NOW ANG.E IR . , ,,, - I -.4 I I - ­_� OW jilit-1;4 tWO .". kl.w acwl MATE - �� , .... . . , , 1 , , ­1 I " . "­, , I ,,'-- " 'I,' - I , , 2. - - I , � - - I I , - I ly., I ____%__.mI`____ mlt� - - - - __ __ -, , , I All W \11" .--,/ 1 5y - imm -*#IEL __ O*ERLAP 6EYOND OPENING ii _ PVJftD 004CREIL COAl al, OR 7*l,A, WOW FRAME PEOURED . L . I I - R Cl MIA"i , , __ ., , ,�� . . , 1 �, "'._-, ', , � . .,� , I I I I 11 I , I'---- � � ___ CASE E (PLW SCALF 1/4"-l' l/11 0 Wit -, . ., . 077, 0 I7, ,c MES-14 OR WII �01 ,E, JACKW ii AM. AMOLL CASE fl-LELAW Ql,JE_[i,ANj SCALF 14'-l' ItrALE 1/4'.1" u � : ! : !I 1 2' . J, !. NY aIC5 ­1 Ol, " liti011 A-EP CON, ALUM . i AACLE wi lleo I 1 3/.- . IA`cD" 0 12' 3� I - , 1 L � q.,;-- -3 ! -1 __ , �,Al - AVIO ­ �ll;­­ I 7 " A. , I I ! P*mT, WiscAl CINVAIF ROD, OR 2'", WOW PlAw ftoull CASE D (PLAN SCALE t/4*.I, - - t � I soLIU-Sul 13it �_. , I Do cxO PANILLMATE - I , g-'," a '�`5 a 4-4 or, P� =., XL".m."co'll. Ill FE"Aa so 'mo U-ill lvw A.' Plivel lE." ($Er - Q 0OLRED MeCRV " I ONCRETE 80"Ibit, -1 I ' I 1 C - ,04 ON V.1, 0001) -A E.D�007O. III IIPEAAN� sc�cwl.k ON swil 8 � . VAJl 2%A' Fill �qAW -5-MIM-4 0 C41 & (O , I" Kquou As APILCARLE 'G As , 1) �, w��FD *: :111� I .h �� 4 , �, t I � , : , ,A . . . I � a , 7 , 7 i - ,. I /I . ;: '" �_, ___7___ .._`l� I I- -- 4 i 11 , � "hill :,", I -(�) " �,, , I . ,7 �, I I � I AV47 */ DiAl FRIWL 4 * w , , I I , , / 1. � -1- I Rw nA7 ri.-has PINFOLLEL Iol , PAMEL) ­7 - -I- - - - - , -"__j I - AND. I _11 RAUL f4ill CU* END 1"r :, I 1 : 1� I fTyp) ""'?, � I , , - ____ - -- - - - - - - j 11.1-w I I Iiii .'HsMl� CASE � '"Nossis' - v 0"I" A �"11,,, ,4"Wl , 'i --"LAW SCAl 1/4% 0 ­ to x". Al I . - , .� ­_ ;,- I .� 1 . _4Ar - .� . 4�` CEN I '. I VA�Tl PtR� DIRECT Mi INSIAL�JITfOk ON," I I- .I V J,k 1, � I . S CERTI`11D PANEL iNSIA-LAT" AT li W/ , , z No. 44167 '� S SUAPA,.'F JW�, "VAPIl Vill 3,14' .: z � = . * : It _. I * ': : FLORIDA BUILDING CODE (Nor Ngh VoLocEy NET Ittane Zone CASE LIFILAN) .. , �, � , � OF 1: IF 'x, I _ ,=,t ,Emc,% W. � 2,11 GAGE GALVAHREO STEEL S70RM PANEL I p , S� -LE 114,­ �' 1�� "i 0 1 �) t,' � � I � - I A- 0, I , , _� . I , I I , st:', 1,,,,�e, - ­- , —1. M; � ; ; ,,,I,, � , I , GLOBAL PROTECTION PRODUCTS, LLC.1 "'m/1"i I',- � - _1 ,, - .... I "I 1::! , 2&; , -r , �� . _ S"7n, i D` — 11 . " , I Ill IF, 'I, FELT Tr;F" a E�.gr�� , .. - .� �.,_ — _. bi,el n I, ­ - (Aw A* 1. - ­M1 I Ati (�AM-�'. P. I­Htll .- I I 20-175 It v_A.^R%vvW11:`A" . - � Al -1"­,-,. ,� I ii � I i 11 I - � i 4 Wil IiL I ""`*"` , =�i ______..___ - - MA&MY-K A,S.D. DESIGN PRESSURE INg (p.Ajj ANO CORESPONOING MAXIMUM ANCHOR SEACIN R SJQSM PANEL I INS141ATIONS-INTO W-90.0 STUOAMU (VAUD ONLY FOR PANEL (DISISTAUATIONS AS PER ALTERNIATWES 1W THRU 4W, ON SHUTS 6 & 7) MO. A-S.0 DESIGN PRESSLAE RATING (;,% f) MAYINUIM ANCHORS SPACING FOR E.D. - AS $NO" ON SHIll 6 (E 7 ~AKE it AETCRIVAri CU ANY NO)ON OI THEM hwwvm PANEL LEN , Im IL . (?I ) TAPCON LAG Se" PAINEUll FEMALE 0 PANE1MIATE PLUS wacto WsHm I 3 . is' ". Ix mi - ___T_ --- 13, '� L - , - - __ - 13. - � - 13, - ___ - __ W _.__ Isir (wirsaw) __L3� --- W - '-S -�/- - e __r__j�___'_j'-_ I 'y ?!. (T) 6 -�- -- /i;l - - 6 �j __ ____ , __ - - - I ­­_ - � . IF - ­­:_Y�* - I I/4" -- - - 20 (00i 6, - 3* - � 5,-Cr Op LESS - __ 6 1/4� __ - � 67 - 12 11r I I - _­ 6* - ----- � 'i - S. - . It .1 . ,4 (liximsil) - - ­�� __ - I-til - --- - , - 13. .6, ,3. 1 4� 4w VW) - +4t. -45 OR LESS __ - ___ - 13' _____ - ,3. �- 13' - - t 3"' --- --- *w (Wrw ) ____ W - 13- i S. - - - __ _____ -:3- I rl - 13' - ____ # I 0" - � Iwr (Top) I ­-.1.1- --- __ 13' 1" 13' 1E, to fooral - - -- --- __ _ . 6 1,12, _ _�� 6 1/2* - - -- a 1/2- 6 1/2' -- ­___ 6 1/7- 0 (TOP) - __ __ __ __ � ­­ 4 112' ----,--- - . - 4 . - - - - - -6 1/4 . - . S 1/2- -------- I, 1* - - 1i --- 6 1/2 � ­_ .- �. - " /1* I - , - - I - ,-.. - 7# Till 1.) 3w ITOP) - - . . �5 -0 To I.-.- - - 4 1/�!. --- - � , - 1/2* � --- - '. ------.- 7- - , - 3w (WITOW) - ­-.1- I I'll. 9 1/2- - --- 12, - L' --- -- " -_ -1-Ir ____­ - 40 O011 -------- - _____ ". - - 1 I3, 1 13 - - - 1 13; � - __ - - � ,3. � I . 1 1 i". to (SOTIOMI--i __ MAX. ks.o� WAAAM ANCHORS SPACING FOR E.D, . AS .S40" ON SHMS 6 III 7 APPLICABLE MAXIMUM DESIGN To PANEL IrAPICIDIN LAG SCREW PANELMAl PANCILl 111000 WISA*NG PAi R0 No "" A-TERNAl IF Ill Am GOAeNAl LENGTH 1, Ws I. t FENALE 10 PLUS Of THEM (It ) is" t3- 1�- 13' IV (top) — ____ a . ____ 16 (WTICW) � . � _!3- __ - 13' � 13, . - ­______ & 1/2' -1 - - - - - a I/2, -13 I. - S 0/2' - _13, - -- I I/ 2" - - ____ _____ 0 1/2* - OM� �L - - . __ . - � - - 7 . .- __ ,-- 9 1/4- - ___ 17 1/2- _ _ I/.. ____ 2v (90i"..) 5,-O* 71 7 I� 12� 9' - i - - -6 - - - - I- - __ �_CsOR) - --..----- ON LESS 7 1/2- a. 9' f . - 34 (WITOM) 13 . ". . 13' . , 1. - _._ - 4W i ".0. -45 13' T3, T3, l.t* - _13' - 13' I � � 4w (Dlrrw� I To- � 75� 75 ____ 73' - - .1�7 __ � � - Ty - . - --- - __13, - I 1 0, IV (TOP) - 13- 1�� 11. ,,_ f -.14* IN (Ficti - - . ,- , - � 6 1/;t, I - . - f, ll,v � - --- 6 lj�2- - __ 6 1/2, 6 ,/2, - A (TOP) � _­.- - - - . . - . - 6 [/A- - ,2 1/�'_ � 6 -/4' 2. (ROlT -) 15,;O I 4 112- !" 7 '12, 7 !,'2� - _ - - - -- T r -5- A ClOrl --- '. b 1/2- a* - e - - - ----. - - 30 (W"OUI � I , 13, 1. W - - I-,-- � !/,- - IrTol - -, -, -1 I _-El, 2�,� - 1 13, - - __ - __ 0 t 3' _13, t T3, I _-_­ __ I iSEE TABLE #1 FOR MW A�SJ1 DESIGN LOADS & WM. PANEL LENGTHS 'i SPACER P IS 1 SEE TAl 11 'Fl WAX. A-S.D. Di LOADS & MAX PANEL LE10GTWS WHEN SWER 4T3 IS - � I � USED, CORw_SPu"DtiNG CNix TO ALTERNATE 2W ON SKEET 6 LISED. CORRESPOl ONLY TO A-TtRsATE 2W' CA SHEET 6 __ _____ I - Ill a A.&D. DCSIGN LOAD WAXWUM PAl LENGTH 440 PSF OR LESS ci-e- > 40 PSF TO 50 PSF 6'-2 > SO PSF TO 60 PSF 5' -10' I 1- 1.1i a i PANEL LENGTHS ARE ONLY VALID FOR WSIALLA7IOEIS W/ PANEL MATE AINIALE ID OR PANEL MATE PLUS SP6QMsAl 1/2' = - , . ,,, , ;k .. Tl� . ,,�,%. - - . 11 . " ., Iti '. CENS -1,�P - FLORIDA BUILDING CODE (Non Hill Velocity HurrIcone Zone ""' _ , � � \"' - I. , 1 : N 44167 `� I -� m _. - 11 ; 24 GAGE GALVANIZED STEEL STORM PANEL IA- IF, = - : * = = * * It _. "JLw4�4- ;--' 1, S-0 ' ATE M F,', I , � - � ' oh-11/m, I ! 11LIECOu.c. l � GLOBAL PROTECTIO14 PRODUCTS, LLC.j ii __ I -P. I , - oRl 11 ­$c 'i !, 0 oll . `0 I ,�_ �, '0� � ,7'�,�4�lrt�l , ES I ',I,,.,,S��, _' --I . ti VRI - - " =.j -.tZ ii X, �rLUT - "K 6 -LWwrpm Cow" 20-175 IM, � pit.;tRel I. r",;)G"_#', � , . 11 ., _. , -�%� �Opl � l ., --- I I 4_11,�,I;,-,--,-,M,i I Hz, ,- - - - s­ - — 3 Har �-__--- , - . . - C'� O"yll :_ - - - - _r ,,Atii/wE __­­__.__.­1_______.. _A-_-_ __ I . . TI, A tlE ; "r - 0 Hp 7.= ul 0 .117 , I ri I I i __ ______ INSTALLATION IDETAILS-FOR UELLSAFE P A N E L (1) INTO POUREQ _C�ON , --CRETE QR CQLiCRETf__9L9_QK 51RUCTURE5 1/4" T,PCCN Exts"mi POURED 7j". TACCON EXSHNG POURED k%TIHQR 0 11' sEC t0w.mm OR ANCL-OR Is 9* 0 C a,kcRuTE oil I " 1 2/� ; CONCRM 9I Drx . . . CONCRi SLOCK I ; 1, REQVNZCD ; I REM49ED I � I I -1 - ­ - I I --rii, F 11 - �2' 1 ��� _ . I - 11 I � 1-11 I - f .1, 1 '14, i % ./,. J. - - 1, I.- .. �, . - ' � I W" I I -, ` - -� i I, I I I , jt'� ,/ , "�j %�zq " ,� : � Z� : r �J) I 0 I I 1 1 1 " rXISTima-111 j ! I , I-- - I v"6.'�� MASS I , I I . 1 _. . I ' I Al .00 I =-w-'_o, I : q� 41 . I I I � %, W_ t . 11 -I16 LfktaT� ; I - I I �Sti: eLtA-I I I : OR V4ECT 12� r._";x", 'i , I 1C, GLASS I � I Is t I I I 'A'- `1 : 4 , , L I i I I I, ,-- , L,12 r 1 ,;, � I I - EXISTING POLRED ED- CONCRETE OF CCAICRI 81i FELIUMIED � i ,/4'v FAINELVATE P"F5 O&NON 0 t2 1/2' st C I I - - I I 11� I ; 00 ,: ur a,, � I I �11_1 I I SECTION R-All JL REGULAR PANELS SEE ismum is A It MR ANC-40PS �_ a sp.col Im .IS" _�,C.G - swi swom WAW ausuctal � ANCHOR SPACINGS .040 'I'll Em DISTANCE Aft M&rATNC UM TER. SICKLUL " Z D LESS THAN Moll 04 NAVX�.F Poll ANCRER SPIGNO Ol WATifty,ma SmAtion ssom ON sc,tl W, rmt rot,asistac Hittil rag IfAssil tntalm �c BE -v%*l AfFIGLED SANCINO OBTAINED -.VA4 �.10 S�ll ADT RE Im I- MAAMMM SP� -KAGATED "A EACH ANG-000 TYPE ON 1.6 SC.1i . ANCHOR rtm I Il I/til". MACl "NEI%M , - - L .- "U'll i -�� t', - � I . __ - . ! 'AMMMMAncia I � . 3 ____ ___ I i --L �040`0­4­3 - i I I'll . - __ - 1 Amem. !7 Oman Ill 1 "clust ,/7, I 1. I -_ ! ­ I - � I ti -I I �. , 17 __: , - I L_ - 3-,- -1 ' I ... MA, " , - , ED. I I � � , " � I � �l'r �5 I - . 1, � � 1, I ' ` _1;t,�1,::, � I I ' - "�� , 41� �, �� r � I I � ­ cr I i) 8 I� mi : I ,__,F,�.l -1 9 To GLASS 1 1 � I I i 111`za� "I �E � . t I I A, � 1 .� ��� 4 . I ! � I 'll Ii " i A � .. I . . E PANi LLI-,I- I (SEE LEEVATAON It . ; 1 �.rrrj � . ON ISHIEFT 12�1 1 f i : I 1r, 'j, � I I 11 I I �, I I JI I � L ; � �i� Ill L I ,� , I t --r' . I A G, Ell PWAEr ` - - : I. - CONCRIl OR I r ! IIEPNCRELTT BUY, �; 11 f6 1 ,I REOILIl �- : hw. I mo;;ol 11 it r' I - �. - __j . I F t/4'* PANIi L - 1-!iiiI =QR - Itnuk - ANCHOR (W-CAD" LIFE SAFM PAHEL wil MOUKMGS SCALE 114�- 1 - sil A, T ­" I 0-,V� 'i ; ­111-- ". 0,�'_�xf,EN '_`!�il, Se % , % I : . . . 410-2�� *: m I * :*= . : Z -$'-. 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I � 1 , , ,7' 2 � - � ... � - ---- - I mHom Iv._t !�w�� 5, I � , ,.' � �_Ilwi--T;;�--1 -��--T-,-',--- A � - I - I - � . , 1 rr � _�- I - __�:l AI MOE WWl a 0 ) _ FACTOR ___7 � _ '. Il _ �� �_ r 7 " I ` " - I 2 I � li. � Q " - i . 1 - 1 '. i - , . , " - � I - -1 I "z, — - � _____i_._.__.. � � 1 ,w . I - � - � . . . - - f__ SPAll ONLY VALtU WHEN SPACER(9)TS LTSED. SEE TA&E # I �OR NMRA A _.D. I � OT-SON LOADS & W,x. PAtEEL LENGTOV57 WHEN SPACER li� . ,3 R USED, — � - - - __ .1 IMLL at A 1 — Al DESIG141 LOAD ----I- bd- 0-m- MAXIMUM FANIND. LEWGrH 40 PSF OR LESS 6'-B' 1 > 40 PSF 10 50 PSF 6'-2' 1 > 50 P9 TO 60 Pv A MAX. PANEL LENGTHS ARE ON ( 'vAAJO FOR INSTALLA74INS W/ SCLLD SET ANCHORS & W/ PA ) SPACER AT 12 1/2' CI,C, ..... 101141", "N" i R A rij "A" , 0"L11-11 ,,�� ,,� .� A V, ­ - " 1.s1-*�.:-.,t_,lr,ElI,l ,A FLOIDIDA BUILDING CODE �Non Wigh Ve![o0X Hurriconts Zoll AM , . � �, : la.44167 - � S ` : �22 'In%. No Is. ! 24 GAGE GALVANNIED STEEL S!ORW PANEL UWAN ft [-L---- ________ *, ; I - � . - . * = , : ��­;�- -.---, ZTATE ,_ 1-1- --- L I �, , / 11LIECO ,�T�_. GLOBAL PROTECTION PRODUCTS, LLC. " �y, , _ ii ­�� -, - Oi;c- - __ , , " ,� --- / lc,� �.L,Rl A -%.,t, - , . . iiii ." 'rSHAM: . c�-tr*.w CONA, - .� - - --. ­, Al . �! Ltatt _,�I!"_ ­.� , .x1 i � I _ 11 - '1111_111�� �,&. :� � . � -,;-,, " 'Y , ,�; - G. A... '. : Loll ­­ ­ A- Pi W.]fel - (_,pil-li 20-175 I -=. �I,sl , ,,, Owe" 1-NIA'All! 1_�!�_ � - t - . M;EA — � "RsH;;-1*s%"—GN­ -..-..J— , 11,t-ll", FF - AW-_ � - Li 1, & o , ,IRS �'5ff �,C,T�GN� & &1EMNAP4, ON - Q� 11, I- Is) , - I I )' Aw :, ".11L R-IA/13, R-ZA/13. R-SA/14. bol,R-10i R-2B111 R-38/14 __7' T' VAX l' I - D,M.,02 � lr*R-IAW/15, R-2AW/15, R-SAW,116. 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I I A - ­_ - , - , I ­tAl- - I I - - ousi -) -1 __ GEE $0,101 I I ICA ANC-M " It vWW , " Rgu�ATEDHS MO wi ,*Ad WAOIA" i A lJoNAUM ANCHOO SPOCALS ANO AAA- EW GWA�a AM lN0001T IN Ill 10-Tpua I-- Eb LESS THAN wxlm ON V-twAx RiStIff 4� 1P`I;AQ w JAUL11PLYINIC SAI 5KIAN tN � "OLAS Ill THE I�wl 1.r1m FOR r"S OPERATION TO K PMSO-l� m�li) SPA,m EaTMNEG VSVG 1ACY0, 5.k_� No' W LU'l ll,VAN IMMAIMM SFA�AW INDIATED HA tk� ANZWO ­ ON "`tS 50101a , I ANCHOR TYPE ------- __ 1/4*. %AAl _ 'j.-I, ' VAt.�� � ../.,. AMARAMil F[i 0 1/4*. ANVAl MIS - 1/.*. "-, i : lie. I i _tL. j MA"MUM ANll !PACW- tl� L I I s I ; 112' 2 lfl - .. . ___ I mrsomAIl 0�*i Dt-) _ - - I - � I, 2- y 1. __; _1/r - . ­­1 � - " , . I - DIVIAhEl"i R,NRIN, eini tA,: I -,--- I vi, . , , __ i'lir __ - ... 3 "/I ­___.__ 3 tn' ACTUN. 09 MISMICIE (EjD) 11 - I rACTOR ____� , III- I ILI. I :- I - , - - � 0 I L - -2 "r- I ,- I . Di � ____1 - SPAl ONLY VAIr, WEN qP,ACEX MIS USED SEE TtZLE � I FOR —MAX A S 0 XSl LCADS & MAX. PANEL LEWIHS WEN SPACER 0 IS USED. __ , j INU.Al a I XS,D. DESIGN LOAD MAXWW PAWL LENGTH Ill Psr CA Orss V-a* > 40 PSF TO 50 PST 61-2. > 50 PSF TO W PSF _-L, �v & PANEL LENGTHS ARE Os�; VA,L4D FOR INISTALLAT19i W/ Sol Sr ANCI,ORS & Ell SPACER AT 12 1/2- OL� FLORIDA BUILDING CODE (III WON Volocitv Wrtricana - — - --- --- JINSTAL - ,,, LATION. D FOR LIFE S-AEETY -EAKIL, L, � -ETAU- - W-UNURED CONCRETE OR-ArNKRETEALOCK STRU!QDM I /lIl't TAKOII 011 PC LIPED I/4'. TAPLOU rx*-Il,O P,l Ii TAPCDft EXdSRAl POLLAILD �/4*d TAPl mActni 0 9, Q t� K.Cwt OR mc"Op 0 N, ac- CoNtRm 09 ANCHOR 0 i RC, CONCRETE aq ANCHOR 0 EA* O�C �n 1� CONCRETE DEOCK ��t l� 11 CONCRnt EfLOCK Ol I _' CONCRENE 0LOcR � I ... L , " REOVIRED , 1, 5 Kul ,, I R�-OLIVAl � , , , � P� I - , i , - �_ "t- ' ' L 'r- , Lj� r � -E , �� .� ,Zf 4r t,l " _'i. - � I - � I - 1,2.. f (�) I -t- 11 4,W , f 4L- � I I - . ( � i ! t 1/4. -;, , t/2' � 114- , 7 __ 112" , 1/4- � , � - ­ - - � - MAX '� -F � t 11 .... __ I M , - - - ALl j�, , W =61=" Ou"i &.00x REWIRED � I ,., I, �_ � I * 1/7' ,-'I/.- f - Mil - -E It - - L . . 7 � L " LLL ... LL I I � , , L I i , � t � ,� � E O�* - � IF )l *j i EDA, " e L, - ': ,"", - I� i � � LL L ' I L; I 1 � - i I ': "', I , I I 11�y � I ' - ' �, I :L � " " "I � ;�;-,'- r 11 I _, �,� rrr ,5 1 1 � � I'll ,- "LiL , _ l�,Wi � ot""13 1 �� ­­ I _:% I f4 __ , L 1�1 : f : , . � �fl, - �" I �lLLL , 7 I r '' I - ,� �-_,',`,` r - r ( - �" � - T7 :A0, 1� �,,�: !�E T " � � " : - I 'i 11 i i) I J) I f til � �1, E I I I- 49. I 9 0 1, NE, I I I I 11--utt'40MATO" I Is I 0 SEPAWKW - I " , 0 GLASS � ,/.... al Exti I ,�.,�ai cXISING " i I I - " ; I ",ii TO GLASS j - -41 ,��="W. .V10 14=150-! 11 I �, � EXISTV , . .�o GLASS 11 r � GASS I J1 �, L f ;-11.1m.1,01 GLASS "`t 4 It` - � I'vol I I I I � ! ! w - Also, I 01 ,lI I , ! W'so oll !, I l 0 !- 11 N .l I � 1�1 -41 , 11 I I if " : � uvow IAEFI 1�-Isn 41 I , � _ I m , , ! g v "It : 3 I � 11 . N � ! 4 � %, V­ 11 ,,,, � "L, withot �: I 'll Mo. 11 - I 0 *L* sm 11 I I PANCL Lti ? � S* PANEL LENGTH 11 � 0 � 10i I I 6 1; I � 1 — — " � : � 45- -.L IENM 11 (SEE [LENA11CAN In 11 I ; tSEE ELINATON ', I - i I , 4 (SUE ILL(VATION 11 � : 1 i CILLIADON T I' UP,, , � 1, aill "Irl IL) 0 � I � ON W.ET -2f is ON SHEET 12) I _ _ I ON SEsrET IV I w it',E,AAl - I I `N[ I ;_S,p"NF11A6TIcN` � � � :i I: I I 70 GI A ���' I � R 10 CLASS 11 � r � � I 1 1 it � : i - I I 4 I t , I 1, j"', Q I I , * I - I ; 7 1 1-1 I � ' I - � I I � . I � 'Ilill T' I � " "�1" . i � ltr , L/2 � � �- � I 9 ,If �, : : � It I A . , � I � � � I 4� I I I I I I , , � st , 6' a I 1! I't I L 1j) 6- � ; (Is, 1 ! :l I � It I I � -1 � I I 0 1 I E I>- I E I.) * I I E'cl A � E-D * � I i I � ; a % A � � L I , .. 1/1'� � I t `1�4 I , ii* I I r Wleo *I to . "T Itl " I& Oil. I I I I � �, IF I 1 4 I . ­. Ir - __4 � � I I 1 �, I , II EQ � , 1 v3 1 -, ,7--.' , , I I _f:�, 11 t L , -, . I . 1 - � I . I � I I CO : An�-�� 'i��zl I, _`�i I,—".- - I .i -1--, co� _­­, �- i� -;.-tg .� ­.- . � t'i', .I �_ J - � zT, l, �n .A , - " � � I � _:� - L I I Vs, 4 , . ""i ., V . a It ; 4 2 vI �E , � 11 �4) 1, i 4,1 1 � � 1, I , I rj I ,1 'o --- Ti. " I 1� " ,,, I if. H,pcum 1/4�0 Tfil 1,4-0 TAPEON /.', , 0. A,X800 a 5' 0 c ANCHOR 0 9' Q C ANCHOR & Q* O,r Anci 0 It, 0 c I EXIS70i N:0RED CONCIOCTE OR EXiSibl'Ol POLREo COAKR17f OR E XISTLWG P"Al GoAtil CA Ecs"K, P)IJ11ti COW�LRIIJ[ OR tOWRIETE RLOCid, REOLMED COi qLrM* 9 r. W'WE L, COWRIVE SLUEV REWRED CONCRETE e'01�lx qDVIREP aEF;IION R-1 SECTIQN R-2A SECTION R-20 0 RE9WR EANELa 9_mlllmmm�_Lu 9-USMAR-EAMELS 0 LJFE UEUY PAl WALL MQU TINN Set--, 3/a- 1, 'I'MI10011", t I 8.1�� ___ w. socris; iis III i6 EGA moRltil � --- ANC"CN TVPE , /.,. lf"E & SPAl FOR wpA4jj",C wtv [ TAPOOR WOW Mug "Loll WRVWV A ­Ai SP.01ki ANO ..W- - - I-,-,-- - - __­ . �� APK-A "VO4 - � � _ ____!NAFtMl __ ' _ � _' - M" OSDINCE ARE 10I ON '-tm z­4 I-) I 1 1 --- 3 1 SCKDi FOR ED, LESS, 7NAN Ax. Ol, sm I'll Afti WACING __ __ WAAN..,M i "�) w W� TPI,_4 9ftc� 5rPcow - SCHEN,x 91 T'If IOLLOVINC. I'AcIONIS AcAfteummmew PA" I 11 ' -,* rUlk tW, 01AGRAINION TO VC FVEONRE� REDUCED 5POONG OTIAHEE USA4, -1 rACTOP S,fti ROT SE LESS T� 9 ill2' � W*Wl IGIZING NDGATEO LOR ti . ,� __ AMCI#W IrK ON IM 5CWDIAI 11 , I I .1. - A"', t'R A k","!". V� , .__:­',1);" I " LEN ,� V� t ,.� \A 't , " -...I . , 2 �: Ni 44167 .1 , =- *' - . z . = ' . z ,!�. STATE OF .il mm"a" I - FLORIDA BUILDING _CODE (Noss Nh Veillocity Hurricane Zone) IOM %mm "t, � F� i 24 GAGE 0ALVANIM STEEL. STORM PANEL 5 2 ____­_. - - � Posi v - l � C 0 INC "L __­­----- . vi 11 ',, GLOBAL PROTECTION PRODUCTS, LLC.1 ti _:�f__ I r, , , _____ -, - ANIO 1. E, Sim �,� ral HISTING & fg&wiF"_ cow-M"y LAVA, R. 3131. f-f— _. Aill - �Ez,mtl, rts � . ,,._',.s� GU` ,.M.-.2 , 20-175 - = - — wVMAl CA-10,47T. . — 1 - �­;� - wrtm ... �, ,� ils: ­. , - ­L!E!iE_�'p%=]fj�., I ­­­�4 f _11i ___ INSTALLABON f1_A1LcL_FQR...LjEE SAFETY PANEL ___ IN10 WOQD 5j8QreTU_RE5 I I i I . __-­_­-__ . I " i - � � WOOD 11FATEW i Rtc,W-D � . , I .1 JIMIEFT i - 1- � , Iff'RED � - � - i i I . � I . J* AP Ct . - - =; I I - -A - - - _11"'o W-CON T I : i i C� 0 0.c 1 � . F ANCHOR 0 is, C. c 4 I . i I ! i � � i i i 333 � 3 . j - (�) I ! � - . 1 i I . 14� i �� . I I � 4_APE��;Jil - I . I -A- ",2 , "ti`4 Ir 1/4- ! __ t i � I li,r I I T/4, '47 I i , I W, � w - ! 2- 1 Will, 11 I L [Tf I - � ACT, � I I I i I I : i: I L I 1 [ I -1 - LI....- � ,� " " � - I � f I � 1-1--­1 �: - :.. A i � � 11`�L �::�t f I I, � 4 _ ErVIK I I I , !`= .41� 1 "I.0 A I A I I � I I I,,,­�� �. I ; K I . . 3, GLASS 1 to 'A i 1 It, ,, �� "I ' - ! " �sl Lm---4 � I 1 I I., IV � I Um. Qi 71-41 . I ASS 0 i I I I I 4 � I , , i r , � 1! . � I . ANEL LEA,' ,'I I 11 %, WX �� 9"""" v PAWL LEIttsH E , ! I 0 - A i 11, 11 Nu ELEVATE)h - , tsa ELA'ATION 4 3 I I I I ! , - , . ON H.Ell 12� - if Om Sli 12� � I I � I i i . y I I I 4 I I 11 , I # . � I 1 1 1 I 1, Vil- . !: i 4 ­ i�-SiPtittil : A_ �,F� I � . lf, GIASS . - __ 0 1 6 1 - %11 1, - I 1. U 'n i ; - 1- ,-1 � . � i 4 . .. . I �- I-WARAnON - I it 10 4 I - . . � 1 4 : �,/2 GLASS � � 4 0 . I f . I : J'�L t __ I - I I __ I - - � it q ­� - . . . ! I ED I ` : �* . I,7 x " � To _�- t A � - r, 4 la A& " I f I i � , �; I , , � 1w I I I ", - � r I t ­ ----r- I i E-0 � 11 L i-, -IL-1 I . i � - . It- , , I I I I �__ I ---,, -1 � _L1_-____ - I - I I 1 2*.4' vill � � 2'W WOOD I I i I PEA TE I ! PLAU � I RE-1vROO q 1/4-0 PANELWATC P"t's i - �, REQUIRED I � i I I ' - ,/.-O PANsi Pil ' � i � ,.,"'ll, IS , 2 l,ll* la.c I i � p i [ :� I � 1-11,1111 0 12 1 /2' 0 I � 1. I � i �L] I I i � UMNATIVE R- 9-2EGULl PANELS "LL MQUNIIHO ] ,0`1�I.IH, n, Til!""", I,-. Aujimill R-3 � z"�t� - � �L' /" . ,,, � I SCA�E 5/$-I' ,,- 'illEh 4 . , ,� , . oc -�.. � , I 17., S I i I � I 1. NSIAI LATION ARE ONL f VALED �',R MAX A 5.0, DESIGN PRi RATiNlOS (Di-ii, I) AND PANEI . � z .. . ,44167 �. 1 = � __ F : w i .*: * - . * ' S,� �q'-. STATE OF `Cz 1 "P. 144 It 4��,:#4WJIIE.�.',m-��__, ',-,, 0,� - ., I OR - � - - - . FLORIDA BUILDING CODE (Wn Wgh Velil Hy,r;can* Zorl ..-. c2m GLIM � f.p 1 24 GAGE GALVANIZED STEEL STORM PAW-Ir 1 -;i�z--\ ORAMN R, / - — -'--- - / � GLOBAL PROTECTION PRODUCTS, =. 07.117"IsPrP 11 LIE C 0 i 2 t[INGTHIS AS PlItR FiLrVikr�ON ON SHff-, 12, COR NEW WOOD FRAVIE CONSTRULTION. ACW %",- 1-z--l. 1,ill A - ; ­ INC � I IFSTAXA tKs."N� INA) sm III ST%I bil --- � i L__ mEmt-wRS I,) BE SOUTHERN RNE iti 2, W/ SPIECIFIC DENSITY Of D." OR EQUAL� IAL _1/1-�__o �11 2 0 0. I - !?, " ot %"/&�norl1b.,m A �aiw� , 91 11, 3"'. - Oil ii - usa n­_ P~. " �, L. ts")�n7 _a_=_1 . ... I - !!-F , � - 20-175 FRWH` - -_ . - - , i 1 _____ __ , ..E . _ .... 1"�Z _.Ij�LIL LL±__!t!l low te a, 4 I I 4_j a) - a) c— CAI —m a) -Il -0 > i I- =3 2 a) 2 0- = _0 2 a) Q_ I = It -0 a- - M 4-a 0 a) .+.-, U) Q5 a) -0 0 .— = p -0 -= -0 I_ -2 w = -_�,- — M 0 w ,+_ 0 M > . cn OD -+.— L_ ca- 1E (n m zo m -6-0 0- �- -0 . = W < 2 < z z w mi W " —,I—, (1) (D (cl-) _4__j 4__j W =3 m > 0 L- C/) 0_ 0_ < a) -1--i 0 = =3 -0 CIO 0 L_ a_ L) a) 0 " C/) CIO " 00 =3 uj I I 2E < 2: � z < . __j a- SHEET NO. SH 1.4. EZI/18, EZ 1 wi ANCHORS ' :--._.....ISEi 5ECTTQ1 EV K a4T€ FT- III .A Li :8). - -3' Ma" ._ _3 (SEE 9.,;'(SEE Ali as l'j # e,I ''9- EuiTE 2) l. ,` CH I. 7� ._f1 TI -. _.� r< -�T _� s -w_ -,� -rb°""' 4* 3,f • + _ wr.°�.�e a/r DT'" o o 7 to 'Idj ,01 :or ,a o- o w , r II I L f I TIT, I : n;l I . .r i , .LIItL i ,t n,:, P'ANY :'N 1 -'A' I 11_F,_ -ems",- I _`.`rs H Fr.inet° P , A;E'� ac:P L. ,r f "B::lTl E. S, a - i I I 'I: [ TI ,1 : ,L € W.�'. Itc a-,ri e. S R AP �.- I _ _ [!Si r -.� Ate. 1. - 1 - I: I _ P _ _ ufX I I I Ii'' I,a?---I t r ...1 i,-- - t t t-} T 1--L . P -7-:--._, _ r v -.t. ,t-_-9-,. J-,"r-{ .,�- t -_ � I I:. ,; '6JJ L ...1 ..11 WLaJ _LLJ Y1 7, i i.., ,, J J_LL_J-J-1ii>--3 J _1 I , �...I __ --_- ' .._ - __. ,. -.r_ - r a A' 4 P> AF E'yy pp. _f ${-.: N TIY ?, A,.ri, .IMNE "_Zis - rail_.:T TN -__ .... L*6LIW/1 EZ14Y/tE T AL ELEVATION F R SERIES ZI300 E-Z HANG STORM PANEL ° '" SYSTEM _ S l � � ,.- � i a, f v r VAX. GAP ,I ,.. QL. n A 1 wr's„-'-'=.- _ - r 117Y a,rarl eeevrrfr 61' 1 ry ' * _` a ", A till➢' 'Li'.. _-�-J •,w _. _ _ ENGINEERING EXFNREE38(& PRODUCT EVALUATION REPORT September 15. 2020 Appecaboo Nuriaxir: t.ja69,.,4 - R2 ( X Protect Narri 20-31543 Product. Manufacturer All American Stiorners and Glass Manutactcrw Andress- i 540 Donna Road (Nest Patin Beach. F L 33409 Product Name 8 Desorardtion; 2a€#a Gatininve d Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation, i a with the requirements at e F o '''da Th1s. Product Eval€mtios Rrsplxi is being issued n accordanceagll Is RIT tail Depadnlent of SIwmBNs and Proressioral Regulation (Florida BuridIng Comirrossion) Rules Chapter 61G20-3. ' F A C., Tor statewi acceptance per Method 1(d) The product noted above has been tested aIRI$o evaluated as sumnelrtzed herBln to show compliance with the Florida BD rig Code Seventh Edition (2020) and Is. for Bra purpose irrianded at least equrvalord to that required by the Code- Re-evakration of thm product shall be required following pertinent Florida Suriding Code TeLactations or Substantiating Data: VAL MN DI DI .� 4uL I EX drawing P2431543 filled '24 a Galvanized Steel Storm Pamle t HVHZ & NarrtIViZ ,sheets 1-5, F 1 n' d a part of this prepared ex Er}irire8'rkrg F.r�assl signed b BeakJd by rank BeetrraMo. P E, s a Ir � al pa Evaluation Report_ TE37 RE -PORTS Uniform static structural performance has been tested in accordance wdb TAS 202 lest standards per lest repol JEEIT-ASG-17-001 by Btacimaw TesL+ng. Inc, h d in accordance with TAS e rrtissale zrct ras�tarca Riot sic bath performance as been tested r a dance Large eY Impact Erg 201 and TAS 203 best s'.aradards per test report Al ASII by Slackwaler Testirng. Inc: , STRUCTURAL ENdi1NEERiNG.CALCULA'FIONS Structural engineering calculations have been prepared when evaluate the product based on Comparative a,ndror rational anaysrs to quality the followng design crtteft 1. Maximum Allowable Spars 2, Minimum Allowable Spam 3, Mmmaum Glass Separation 4. Anchor Spacing 160 SW 12`-.. A'vENUE SUITE 106, DEERF:Eta DEATH, FLORIDA 33442 (954 354-0660 1(866) 396 9999 TEA QEN:f N TER!%GEa RFSs.co:+r EMr.INE§RINC"E',PRESScon HJ'�FuN1 o- I Lr. � F' "*' . - _111;; , ,v, " , , ]..� - _­1 i 1)" a T - r ,: I— C tl 1 1, � -11 :L�.ILAL " , C , _�:, -J7 4' M- 11 ­ ..f_awcJ P . .n.... "..":9 i T4:. K r[AL. rh` s s4.f-.M - ;�,icx :C.m aD I [ W /r. mlF1 U a, r i_ ez h{, ,F>'61„>E' AT A,',. 0­- Nill,,,: `FA, A. i4A'.a, 1FF PF'EV ! -NH 1 r-..- TTY- r.'A, M1..,.. "PI" -I :. rM y Sr) , q r I 3L IP S A# I 9 r _ N'v E L - F , ,t -- 1 -° .+. T a Ltr N. A 1,'HEP. "roT- LYi YN L ,F PAN w AIL r s A A .3 _,l M d r L - ;TFFT.,X =„t F ` „­r = 7._-. R&a.. MA7 ___. ,. A,_ -"AAti _ L, qTIC -1 JAL'.'. `EF will F Ems, � ti 1. F40P21jIA SUIL6 fNIS CODE INC, ILl Vffii Hurrlccne ZDrle l: L SAX GA;_V..rrl STEELDR11 PANEL GLOBAL PROTECTION PROO11CT5 LLC. { 11 ] C.r kF 4 I art+ .T T.- r,, a s r ,L r 1\ I- Page 2 CA , All drrecrican'shutteTs and 61a,s-'4-4a Gai=arllz,<d',;l Storm Par ill No 33% increase in alLawabie steel has been used in Ice Design Of tn4S prlxluct. Separation from glannill r not •lured for installations outside of wind zone 4 and essential facilRil3s. Impact Resistance: Large Impact Resistance has Ian demonstrated as ewds'nced In p(evrausty Tiled test repurt(s), ,and is accounted for In the engmeenng design of this product Wind Load Resistance This product has been designed to resist wind load,-, as rnclicalad In the span sehedufets) on the respective Product Evoluaborl Doe3meN ti a engineering draLvrngl Installation This product shall be installed in stict conatiance with its respective Product Evaluation Document I E,. arerrrearnrlg drawaHi), along Anth at components noted therein. Product components shall be of the malefial specified ir, that product's respective Prci Evatuation Docurt,BrM to a arlgmewling drawn} Limitations & Conditions of Use: Use of this product shall be M Strict accordance with the respective Product Evaluation Document (i.e. engineering dravmig) as noted herein, All supporkiig host structures shall LXD designed to resist all srpMimposed loads and shall be of a material Rated in this product's respective anchor schedule H of structure condi ions which are not accounted tar in this prddal respective, anchor schedule shall be designed for on a site-speralic basis by a registered professional engaT6nr. i a canesaUn cofltarnmation and All corn neTats winch are nnanEnt r�taiacl shall Ira taclld a,inst rR Fa 1>e N! � Other sacs damage at ad timer. This ERTIFE Et has been designed for use wahln and outside the High Velocity Hurricane Zone (HVHZ), RcSpe,:tfullV. Frank RennaldLr, PE ENGINEERING EXPili -PFi)0kriS9 Cen ALI 988` 160 SW 12" AIII SUITE 106DE PIELO DEACH, FLORIDA 33442 i954) 354 0660 r (8fil 396 9999 EAM aFN•:., t F;A,E-±FRf 5's i=H ENCI %if AIHGE A0€55. CDPa I t., 4 --„ 'y I H=ia IC.NU<rf mM=ti- t Ai'IFC - ( . . .l { . I � � - A a' It - J= �C . i a f. hi ..\ 1 . i.'A a'14LP, r, c . ..ur."' .Lgpprn Ni DOA YRIDN 4111 '.b w ij l) �A � cc. , =e' m . , ,W - J 'L'. +H 1 �L. A rP;P I MALL HWM SWIM trMf P KA I v 2 :a,,{ -tF .v 7 „ sI . x. _Lcr x e I..., Liu r.. _..,a" -... ,�.,. aH"'t84LF1• A _ I'. rA y _ j� / - 4, it F,.M L,. €--a *Ai r Lam` :3Y:_Yl "' b A -=.- 'tlRA('YIn1PM.v Plum kI+ : I l 'rE'.E't'- T `� Cl-R -I--,.,,-'1,:,'rr .1 , u s, rL. 1w. 11 .F. olw I a,... ,4 - v- 1P . , E 3� b. c, -.- A '- Y' i -i Ln r: r/ r Ftl$j/�/ - . UIF -,I,-: :a� I��l .. I.. F IT r„i�i A-t-,-, <•-' / fi' A e// T1 ll � 1<..AK-L PT •. _� _... _ __ 1 R r P'r]NA. ,2, w,DM c,°Sa1RY r AJL _1�1LL__4_�,m_ Ir -1 w". ar; n p•AA PEr,Rti ('iplp 1121021 .p III mPrMaPPRtlaf IB --- 20-31543 INSTALLATION DETAILS F ►_t '�E_K$ 22000 ..�-Z HANG STO PANEL' 1 INTU" _POURED GQ Cf ET ., ,..CC3NCRETE B CK A , Y+ OOD STRUDT PJX C- LELP. HL TL a L,z.% pp I,".. t"P TAPi CF A"OliOR L 1 O ' F"I.taI.,PRLTE �...... -rl, $ I I ....,., # #I "ja'< .Awv-$']i m. ,-'` •Ab-'° HEX Fe$1JB ➢EK. POOD HEADER iIW 14D EArAO TEN Atld-tr'„ i2 2,' ;?.E. C.E. 6 " " '. M.,ilw RE-1y"MY"CY � Di€FMa *3 fa" L,OM I EDGE CIF j i I I ta.9' rs L ' u 9 ,- V " lI .1 i!� E.0 -ii F .b - ,T' Ain y •• r+ r .- _ Y .. ,,, _A ,•PaR� 11 T i I l ,, :,, ffi 6 f' is L ;22 M1, FAD �' T r S! E N I I ICA FW ra - It .. „lAS Y 1 I A„UMNUa Piv, Par, ,x. If i(, La.xa��. ITH.NnA+'I, rM Trr "P'+..5 I` I I W�_ # '.I "NIT .I A.3`a I, d 9 - t HRLT.;5 ,...--I, B .- I 51, -c,- =5 YFLI A1Li t E .H rot, ,lvl"_. 3. "�`" ' mEi LLiIc'H ¢ 1/+i='1We• ,�, >; ,W 5.`,..f WA'N V t MAY i t FA,4PL :ElH R I` i t I Fr rA o+A1R,4A " " :'' II e { I I x - t I ' I YJ,L t'" t , I .SE h 'H- ( r' MY+ F 3 /ab-;YPi=2' ' T€- G �sD t 11 i al ;t- # : 1 1 r .{ a 2 RTAL r:F 1 H' EFACA"4aM «F P :r CLASS I,11 , TTz.)tdEaCfinN N2'F , 0' "L" r ' d t l '� I :I. I I I { - ,- ... v/_r E- L I L , 1 - I f G t1 �c� �' IP,7" EC tie. _ �a P .a< ANCHOR / v j * J.O. ;4 Ali F4 Ex FO RED 1I-, a Itl 11 aPt .E 9 rU' J C tie BETE R - I.. PtAT loRCREIT Star, P.Oil,RED REnUYY`cD yJl�„Qa� CC„IN4�t .sk{,�L�.pL�] it}Od�ilgHiriyNGy{y jCTIIJ L C11rtTi Lji1{L LL�R NOTES * 1Ar, FAwLL "U vi"'IF ,r' Pr pn z 1, €1S1 ALd.A d'h d.._ _ a=? '> >� MAx" r-C- r � t K� PA .€JS -f TP .,N 3I wh'e Ya tit 41a4. J PAryP _NTr{ I Z LOP NEW w" 01, f'II rC,N iEN! 'N GL M Nu`?t To I3F SfTUi FFN FMT N2 2, 1 E°rl,"„ITIC CF_N_ri-L ,� ETS L-'e=."A ""', tar c" ' " TlQ l ",X, ."L11 ✓_ Alp ,"�1' L"(^LN`� ' �' 'r t"C"C1r79L7A. t%LufLDING t'CrD� N`n IIIY'ptc rif,Y Mx. earn 2oFr y - 'rt' ,-.. �. rtM rf L" A X i i. GAGS Ps, - JAH€ .i4 GA� J+1L Zi0 57e t.L T,1Fta FAN'F L Y€ sma. J. -PROTECTION , a P 1 ">`- s-. g y , PRODUCTS, '4YL�VAL f*V44.48,- EL , - a1YL" .Is.,E- �� � ivF t N I?< ' i'fl k �' Erx", A EMD-H1r : _ I, y ,a �_ tit"- _ -Lr J 1 - F,,. ­: (� x.arst - mom.. �� - A YE -PE I !f//--,...,..�.,r..,,: - -. - F - PfH 4MAWAPDD. LARK C 'm ,R[43 ALL AMERICAN SHUTTERS AND GLASS MAXIMUM ALLOWABLE ��' na" <Pr,,�> F,I , , I DESIGN PRESSURES ' . �� `Iii ;liL „�, �I 24ga GALVANIZED STEEL STORM PANELS (HVHZ SE NON--HVHZ) Ir _ ~„ . .. _ ;J A$ Fal IN C7ES[GN SCHE',E' ULES .'4 DESIGN NOTES: POSITIVE AND NEGATIVE DESIGN FRE5SURe5 CALCELATED ,T : ,'viC•Taf UNLIMF, ED FOR 115E WITH I HS SYSTEN SPLiLL BE CETERH4NED RER a,fir 6.$ rPEul TO PANEL SPAN) SEPARATE EMGINERIN6 IN ACCORDANT WITY111* N1:r 09 GGVERYDNi. CD@- PRII RE REtQ�I,fIFEMEMS P„5 TG� MOIINT':(Cor TYP,. DETERMINED IN ACC:ORDAN CE Y11T4 A5� 7 ,AND CHAP'T ER It „z g' T AS =D. 1609 OF THE FLORIDA BUILDIr4C CODE SHALL BE LESS THAN v 1J 3 P ) 5CCT ION. � OREO UAL TO THE P<FRTI'VE OR NEGATIVE DESIGN ' �'> I L PTICIIII f f SITTCH PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ,R -Ui WLTld WAS11itIl ASSWELLY AS SHOWN. '« +'r- WINGNUFS FA5TENED V ~ R YERIAPs • Mt DER- ('.ssE C1EN ERAL NOTES: 1,TM it 11 APPROPRIATE SPAN TABLET G c ER T P AT H I- E AN F H r1 i [ 7. H44 S E.IFI ItnN HAS BE DES ONE@ D SHALL BE AEP,ItiAT W ] " tl',a. Q ;F � ' t a 0 [ I ( A SEVENTH WITH THE REQUIREMENTS" OF THE UTSIC2A BU IIORNG CODE YO N1 '' i t PLAN VIE1°! 5EVEN'M EDrrION 12rS1tl33 RUSE IK4r DE AND RUTS I6E OF T}rE WNi2. PER tlD d 9` YM, 2< - TAS 201, 202 AND :03 TESt PROTOC'6'LS. CONTR.A�CTOR SHALL INV'EST%ATE `Al C E; `z-'`A AND CONICIRN TD ALL IOC AL BUILDING CODE ANC NO" ENT5 AH1'F,H Ir,AT 4 � y-1E - APPLY. OCSIGN CR'TERLA WYONe AS STATED HEREIN MAY REQIJSRE uy 'A T z /-RD.15E' ADDITIONAL SCTE4iPEC'.aTC SEALED ENGINEERING Kt ^ I I 2 NO 33-113A+ PICREASE IN ALLOWABLE STRESS R.AI BBEN U!pFD IN THE 1 DESIGN OF THIS SYSTEM, i THENEER OF RECORD FOR THE PROJECT ll � � V117.___ SUPERSTRUCTURE wTrM W HXH THIS DGEGN S USED SHALL RE PIESPDr4Sell FOR THE INTEGRITY of ALL SUP'PORTI"G'auRFACES Ta t'HIS DES" 00" Rr - 1 SMALL BE COOIL IHATEO BY THE PERMITTING CONTRAC'TOR,. O __. 4. SEPARATE ` rHSPCCIFIC'SEALED ell NE AI"'L" SHALL BE F U to Ih - Ill I �'l' {E w r ,11 tit Z :346ER TY3 OErTATEPROH LEADS, DEfl-ECT1dJS, 13R SPANS CfiNTAa ED QEDTT,M, MDuNT\I HEREIN. CON TACT DflS Ell GTNEER FOR, ALTERNATE SPAN CALCIILATITINE A& I}�iccwN TYPE Air 4�.,. MAY BE PK2 JLR.ED T_1!•Dt\�SY:STI RETAILEDH 5 11 I5 GENERIC ARE, Does Il li' PRQUIDE (T. -r ey ll,�R:=,:°I 1rrFOkN NTIOF"FON 4 5':'BCIFiC SIII F'aR 5LR CDN06RDH5 DIFFERANT FROM W'I,3a5" THE CONDITIONS DETAILED Hill, A LICENSED ENGINEER OR A&SET i.RED `fig" pu I MAY BE AT jr,"T9P_ _ ARTHEIECT SMALL LR WARE SITE SPEC HIC DOCUME ins fO USEin I r�11 L3 S.a .rM CC UUNCTICN Wrn1 THIS DOCUr¢NT ;ZyI .a 6. DESIGN PRES4ii NOTED HEREIN ARE BASED ON MA,XIMIJ M TESTED ®'^ '� 1 TYPICAL VERTICAL MOUNT ELEVATION FREswRESDIVIOWBYA3.5SAFE"FACTDR- = Ir. > TEN EPS TO NE }�"(S OR GREATER SAE GRADE 5 UNLESS NOTED N g 1 NY.S. ELEVATION OTHEIll PASTE:FER55MJCLLRE_ADEATISPSATEODRf]5UVILES& Z Iy yv IN FOR ALVAI1N-R ES IS ANT MATERIAL .AND SHALL COMPLY %JIM 'SPE'CIFICATIONS 4 FOR AA ANY UM STRUCTUREIS" SECTION 3.3 SN THE ALUNINUH ASSOCIATION. V ~ � .. INC.. R ANY APP r.:AALF FEDERAL. STATE: ANEVOR LDCA.L OOM LJ TOP M EAJNT E ALL STORMPi SHALL BE 24 Still EFf A" P-y SMALL A G.4 ! .O7 LTrs+: L 9 STORM ALVAL WITH AMI AA 3 STkUCT R , Is SHM1A4 CONFORM D a N 3 UAL !l'AVA"'r C<.AM1EN T-Y FE Q ( P STEeL.LLALU ALUMINUM EXTTTIMRUSIONS WITHA 61163-1 F®41R1 AST. W AS. RE ^'D � i { S AN Ba'Ni r 4 ) A M HA T ALUMINUM 3D LLALU eaVN E%TRUS3DNs6 LL BE East 6AW INU ALLAY, _ TRIrCTION' i J UNLESS NOTED D1YLk'MdSE 11. TOP S 84'SROM aeTA1L� HDY/N HAY Be 1NTl RCHANGeE!' A3 FSLD 'Q BOTTOM I CChN DITWNS DECTfiTE. PANELS MAY BE ME%JNTED VER'R ALLY CA J HOREDENNITALLf AS PFL:C ABLE J w w I r-MOUNT a 2 CONCRETc kw" ps kMOTED HE"E u sNAu er emeMDE.O TC- +Q p r� 7 1CCNN TY NOH-CRMKED SOIA:REIE ONLY. INSTALS. ALL CONCRETE ANCHORS PEA'. kf'y'I'v AS R (} MANUFACTURERS FKWVENDATiL'NS. kf X, i 3D THECONTRACTORIS RESPDNSMIA 70:NSULATE GP PA':TSCTALL, Ty( 1 8'3-T I -_ MEHMRS FROM DLiEILI MATERIALS 10 PR EVENT ELECT"ISIS. Ii$$, &® E T, wLil�,�I'..I 1-CIBSTRUCTtr�Ni 1A EEGINEER SELL AFFIXED HERE TCJ IIALICrATES STRUCTURAL DESIGN A:: R P In t I (LOCATION MAY VAAT7 SHGwN ONLY U5E JFTHIS sPECIrTCA1IUH d'r GD"TRAC TOR, al. all E�'a qqr •� y1 aN:G,EMnIHES A SA+.rS MARM'Lr'.S THIS ExYGiNrw FflR ALL GrlST i DAHAGES L. �^gINCLUDING LEGAL LE ES R APPELLATE FEES. RESULTING FROM MATERIAL.. - !µyP Ma NT FABRIGTION, 5Y5TFM ERECTION,, d CONSTYI UCT'tON RPACTI?E5 aEYOHb SMAT aB FW S ilY"rH1CH SCALLED FOR by L',CAL, 'STAT[ I". Eroil Coll R FROM EI'j1 _ I i ICONN TYPE DINIAMUS aF Tins PLANAS RELLI 13, EXC"TASEiPRESSLYPWVIIDEDHMEEN,NOADDMr,NALTER.1TFICATIONS OA AnORMAT➢ONS ARE IPfTENDEOf� I IH ALTBRATTtlNS ALD11104S. DP Oi MAYKINv-..., To "M UD[u NLWT 11 J.� r__- AN E 14OT PERMItTE] AND 14YALMILTE T61S CERT7FLCATION M EP I, � BOTTOM.04JNT t.0M_t` i 1-nal IT PMfEL5SHALLBEPEPMANENTLY LADE'LE@ WITHAMINIMUM OF(i) LAEEI '�-F L, ( PER IYenY 3 e FEET fORTAiri THE P<x ,C,,10Fl M,oLrMA1HCT, (ESTR BELOW T`rHE AS Ri"3'I:i _ t tS ALmI"ai 11 RED -__.__WEST L�rACHn-r I. *RSL�P.NP16aA'c8 � P - PAPA MAY BE PK'rr4HE1 All F.EQUIPE D, FLOP1DA PtCKXKT APPROVAL AUNeEP A Ci4AEaIITR IPW ROBFf "Ar-HORS ED T IA,r ccNNEc € Aria-41a,NIT S FAST€NFO - - 20-31543 L1N'HORS A,RE L>cEb VHf;D'f LwAT15FY rI}aEN1,A ¢ F'It D`+sktl (LIGE SPANSABOVE,S BELCi.'D�TR€kCTIC4i, 0PR11RIATE SPAN TAIfLG•I V -- 81T ECALC.lOt31613 r $f a VERTICAL MOUNT ELEVATION - R; F ^r' , , „ 2 NOTCHED PANELS °" �� a MarebrANEjEFM@ EtAM_1i1ST$'r ■ try 1 N7. €TEVA1iON rtfava PlEM'KKTSAkERG - €�Iw,Jtll ALLOWABLE PANEL SPAN �GLA SS PA H SEPARATION SCHEDULE: 4 _ _. „_ PAfiEi= :IN Ix r r w "F"'A r bb, IPA Y '= f AF .°_ a -.c i s �A 1r P A 1 %L45d 1 rH i * qR,: AC . k FF • - z .. D� p. - •, ,j 1 ,.. .., ,,[ri �- 2.8,,I: : 6r S For W f - - 1J ilbi•leli 1 JA.i►l l.E$I ;d TAF F "T NEGATIVE I L m 5€ L W r w TI E DE TO— A1A 1N\ TG AA Milli A.I .PA'- D '\L Ud r_E AFL SCHFD tF I A, FTAOL€ 'ITT? 5 5 LOADS A TI C LESS I>•, P :s E Nf AT E 'x - D E E A F -r. ° XIv', J A11I. 'h5 T D'E A iC LE ET- .�` Ili Ii."xePArhF ",TfR PS IJ A_`" ANC' U' HEAD. A = OWL— _ 5iAl OW C-'OHM T IONSi e A_, -'..,P1 A4 3' RFC .k Fr "5 I,a. O -y:'EP 1Dtr CrHEPI..,`Si, Pic -s^FR L:;;'A F) I F_ }T { AN r. r F E€ A TC >n.F N E 1 E •. EOE IE C H T2 D{'TE 1dE I N- c i 1 P f r1 -) T :, N din,. P i l l !a . F F A 1 r b. A T@c L Pr: I _' ',r NP L - a'r-FJP rUT f5 EILA.tl50r€ INTEP`19t,A`€-lei xA`2 T u_cs 1, A- - EP-A$LL .EE,,iSD USE FrE,,. Ie115"CF,. L'lA1 'J F^ - - SSF- T A' � cc 'A'6 r '�€t-i 4 t F t' DA74f'•8 r T = r A Wins >,s . a, IITE R J,ECI _ op 'e..'_wE _- Wt,r lMUE-1 ALLOWABLE SPAN SCH DULE -" , )A' L t F -.__. TOP MOUN T h 9 4 A Y F.._. 1 �' An iR 5 (cis€� ffi z I '1 ( li i L I �I 2 C - -. 4 B..' y r h :,'5d w R. T :.: ", .:Y �.. Ea_ y it d r T s t 3t C, -r� --i- 23' 2a. zs S Al 1 1t ,A. 6`. „2 } _ Frarlt+,f' F :a,.. ___ a a 4 Y�. +sJ rdY' ,1i -A' .. 4 +£- 1ri' S..� - I F :... ,I bin TS' I ;a: N7" °., t "r 5e" 3 1' F,F, , I G �- oar, wp, CxrM€a PA",. Rt9 -ter..,..°._. "P W .- r A'" ,.Y ... ":4" „ .,.,,... y, .2 'ra- -_ I , 7 #� �. ?�' rid _§U r _' -n- I � - ..�,-.�_ 1 29 ,,,..,".. 2»` ?rp . L ..."I'T, ":..a. , 4'" L,.�,"„ .S aE' ..-,E.. :q.. ...,.._ 3P 1,1, " ..". {� - , .... F A =rd�ui, -.._-r- _ X, �,-- �" !.-.. P 2a - :"P -"AB ., .-.._ all' ...- WY _ _ ..3 A kM r 4aC r AaLp4V _ "1"..%`. _ TY .. -�. }_ t - if 3J R 1a :+d V' S3" 5 A Y N 33 5N °t' r C " a .. a .A T" F mtiJ J 1.5 LL M IF Aj x' .J 3w LJ .'M M [ _. d M Q ) w 3 m_ JT `"Ca A�.1 D J -` 3 WJ - e- Lit ", 3 a r_ D a L'i W Or as I3 I 4-02 "..r s. nH , a e ., n r 4 I—. 0 „ , . ,. 0 I t A F M 11..Y' s-. TIONAL INTERIOR FASTENING DETAIL L' N.TS V7 w G Lt�q g RY 11 W pI S L! :y -e It §j., s a. > Yr g .. { -1- Ai � F I I '1i1T T _ CW I _ I tOf I ! �® ADJACIRT W P fQ ANEL t � 2: z Q I J ,: v r _1TT! ' a 1 i c � ', a I .,a � € r_,; i' 1 - I fi [ aK?T;: I ,,l i I%1 IF V i� r Ill! I - _Iti N aI 6 , - F IFsa f _ A r° a £ a I / � N r i - ' r ' ,� p1 �q} 20-31543 �.. -,:".6.r SILL ...-, M I, ' !LUtFt r.n4 Ili 1 PAIL rit34WT'[SM J iONI PANEL DETAIL _._� f !'ksAA iEEINING /Z -1 II t-2.150' 0094" d-93O" 1.250' ruu F L - rradSD"' r ALA a'n, = U,Oa'F"� ",Q.LaS,-C,R74' � E- i � Ii on s ,� 8 tU GA � r7n U!N4' rr II '.7.12U" C94 7� TYP _ AA r:4. - R"'o, 42° !_ DE2" P:. ...�� - - "' i1i1.910' ]930" _Sri_ - -375" � �O i % " e S%� 4 IE -I -.I 2.., +'.,__ Toll -.'j I.U90" �E TTP P..�d` M^ - _ " -i 2-020' ' ' Eca. I-- ',.� 17T.'" 99 1-1 1" v\ N' :1E.RriER - S�.P RUm"_ `<•j• _[Alin... 4� `' P1=.,.,'V7-64'&�J s... -. { 1 L-.. .� --F- 1•'3 �" MAX .3I%� °� G.aTb', ,,_E d.]1;I' ry t�'rer_ 1...7 "_ �}�f 1.51 I.56D 1.5N0" -51 0.37s-- �695. 1 IrC Ngp", D:'S""'i i-1 ( rU.65S" Cl, I 1w. ., ; '1 O.Sii" 6.19p" �Mr'-11 IF-U.6§S J.E" �IU� ••tt" 16. 4-iY17" q i 2.SIXJ" PANEL COVERAGE- L. i�®,® ` 3a.675' PANEL LEN�hF----�- E( �dd�r, I�l���y.,. d.524" U'1 0.050 a r es v `° A f1 w U 'i9 p olapEI w rD, "ai5: 1s0" t" b� w 1 j'� MAY w 0 06'5' III - � {TYP oD9a" {'I�o.o9d" 3Ji,DaQ�DNPN'A19rD.211s" oiod ]710" ao-L3s 1a5 to B{}, �T Ir. '�' r� T aJr P= mAEa @'d90' w rB� ru.�rr &W. g 21 Ii3Y1 l�}'yft MM. D.3T5' 0,j1 CsS" 0. 190'-1 - -M.. r Y r z F k4 P a _ LEc r1av2CTIDAI iQ n &EA3'1P DrT v 2-0 % ��I51 TYP Y W. ,LA' Wu A'I' AXfiE - 1NAfdv: IEX 7EISiD1 r'7 .-N t. r 3 Ad0" C G3 = L.[ YCAMPIa =11A 8 � 411 O'uFRtAR I,._r. ,,.l .n e 4' MAX. A C IER abill. DETAIL. , _�1 'L✓ .2$° NtAX. ,_, f O y v';,.'- . ^) L. Ya:ARTA � .._ ,/L. 25" MAX, 8 MAX rl V' lC'Y J. ;'r_PP=..aR_ w..r:as- n.T ,�9f!'r �• M-.T r T.. ,H_ Ii.Y W ' Y �.a.ra-ros..n.+ei r� BU Lf1-,7U 1.'r.ncm ^aF °,'.s m 's'r d AN ,s sF1=-a-m-f. r�w. r .Ali PR9r MYPIN 1oNA. n IAae R,.4 a:aF r.N scml {// / Y tt.'-?rir ria a I .ODD' r:"Y:A "-4�F9Ehi' ...I. 1'r: r."'M;Tc.. - "e.: A M F L H L f ': .21 ,Y ENBED 2.ODd" M r RE , 4.Lw�-i : -b -Ir P-::Si F'E .Tit - . _ r"a OVERLAP P In=via 3.62rY •1 -^.x P e. I•j A :.N A LL '4.,.i"V.1:;-i fix' 41- ��WiY_111_1Y_1i_r%�iRHWtl <'Yprif,Hr lltt Art and +�a,He . -rf II 5 PW ". ✓1:5" MAX, H iyF-'�....�. 1,9dd" ._. xe, r"v MIN , 7'.. S5DG »..oxi * -!LF J-1*11 :r i6111 " 4" 14AA. MIN ,r a.a, r n. ^ 1'-e 1J L. ' N : l;Sa >?I „i l TJ IJ . .AL. aC9RNER� ED er.. ,.. �� ;1 p 79 ■aQI t ® �RLP Hc4rn CLd6VPE DETAILEtr' n�'r :r 111i L. a R EA ANCHiDR SPACING SCHEDULE: 24GAUG,E PAWS, PANELFASTENERS Q 12.5' O.0 » +,L �,., • MAR Best" ►aCNOa Par Lwat mE `+Prat Ur TO d' D" WfN VP r° 4' Lr SrAN ITT To lip 29' CDILY TYPE C1 Yz a c< a r,'D\Aa TY►! el a c3 e4 L,eMa TI/PR P CI c C4 2 3 1W' . 1� 4' CkefD 5! v 14"HAT D lTM{4" H a1 ». -. 125 Ill, D' Ya.P 4.4' F25` i6.d n - i-1 $a * A 1. " 4 I6d _1 dot.. 125 ] .0 118" 8D" 125' iP 4' 82 5.3' 12 E Id 4" Ei 3 5 II T, 1 5` 1E-D"18.1` IsC' S.3 Be. a3" 12.5 1 5' ]69" 160'" Bt at St` 5.4' fay f2i Id A. 91 Ill IF" &1 34 : 3A 125 i6.r7" a.d' S.4` 115' 16.d a.l 5.4" 12.9 1 ,6' I d a 34 ' ,JA" 4€ !¢ a 31 KYYAYT U LIM--' i M pp�� 32 H �� ri 12 3` 6 b.lY 1 I fi. 1 rr 1 4 .d 4 1R D' 1 d" 2 12 3 /d D' 13 A 10 i2.S' IllPIXY' I4.0' 13.9" 123, 1LIl 9.6 12 5 rot D' ILI) 9,rt" 12 T' 16,C 14 s 11 -lab Ill D'lot. 264" e' 95 125 tote`- It 9" 91' 1a 3" 14. a' 138" 11 V IZ S Ida" 1 1 9` 93" 12 3' fee- 31 9 4. ' 9 32, 9 4.0°' 1 1S 9' V .3" 1a 3 b " 1 4 13.9 4 .3 1 3' 3 J4 U 31 9 9,S' Ex1r, G rlrrt-Nurlr 13 .L F,I.-L 6D1u SLT 41 4a S2 ]2 12. Ni 1E..C' III Id. a' i 3" ACE" S5T" 134' 12.5 Ili %4.0 IL,I- 12.5' Sd.C' Id.t"'EIIIINI 16,D" 12.6" 1D.4' 12.9" SS. D' 12.3^ iD 7" Y S %2.T 16 o' 356" Id.C' JAW' 13 T' 12 3" la 5 12 S 16 D'" Ilic"" ILA Its tat- Ye.4" LZ 5' 12 S" 16. D' It 5" /d.e- 42.3, 10.6" 10,4" 12,5 15.C!" ILS' ld.d" %23' IdO" YL3 Ld,b" IL5" 1614' 125 10.61 1a" r , V 33 WLAPI AA 1-11 F. 1,,.2A," 41 12 72 12.51' 12.T' SE D' ]Se" I6,d" Ifi z, SS.C' 12 E ` SxS"'id,O" flb.0" re-D' SSr i4.2" .4'" 12. E" 13,3" 1d.D` Y4.0" {8.4' 136" 116" i[.3"tie 12. T' Ia Cl. 36, C' abo' ]<4°'12,5° f6. a" 113 I%2'° 12. 5" VIA,135 L,2" d1-S- 16.D' we a3.. ' 0 12 5' I d.o^ IR 'r 12 - Lx 5 14,4 ' 11 s il, .. 2 12.5' 16A I5 5 ILT, 11 5 16,D" 15,3' LIT 12.5' 16.0` 1S.S 11.2" 2.5' EDGE DISTANCE L G ,Le .1.1r' T OM 33 Y.L.. ll ni.. 41 42 r�D'� 3i `I"�wp� P2 A NNr d! 1 7/," " ( ) rtur in I ,PAt 41 48 .a P 8,15 Ii .°2 - Ill 125' 12 5i III 8.3' T.I. S S" 75N d.S- 6 ) 13 )"` S.35 `. R33' 9 as 7 11 C25" -)" - A4 b33' e,L" & '51 d.E1" 1D. 3' sc Ras ID B° 6 5 9T' d23 9r Kz3 9.r 93" d. 5 11.T L2 ; 9 to CP` 7'.T.3' SS d' 4 n 5,B` Fr.2S' 1 I3 6 2S 3 1 1.4 32 10 a 4.2 A S 3.D a.23 4 L," 4.25 9 1 4 4R` A.3' 3D 7' I.1 ° A.I 1 d'4,-a'+YaFt, 1 1 33 trwr 3_S iAa,'ou 41 b!Zr'Q N_i� S2 - _ 3E 1E. it-Y' 31 5 D' 92S 30.7" 4 P 4 a' 4,23" \B. t' 41 tie' El 12 3" 4 ] S d" d.15 itl 71" 4 4 C'lot.]' 41 A "V "'s t2S ID.)°' 43' till" a13 16 E" 4d 44" f.2S' 10.7 41 4D" D x q, PIra`r••, 33 ALI F]rLRS FA€tID Per a1 is I PZ 12Y Ill a-S41"E 11.3' 123 16.D"-9T Ye" I?&' rot. D" %x)" TG„ 1 S 1mo7 I1T' 4i` 12i 1 0- 78 0,3" 12$" Ist" Y-B' 6,3-' 12.5 S6.0" 9.7' r P b" 12 5 ,6.Q' r ] d.2" 12 5' 1 S) 7.3 A.2 .. 1 S' 12T Yb,C' - 16r1' 7.4' 7 2" 82" 1a 5 Y I", Id�D" r 7 It P.T d"2' L-2" 12, 5" 12. 3' Ill D' 7 ] 6.2" MCI P.P 6.2" I i" . L r' erRffd u 3/ 33 stYtAaa rAArt NAIF 41 4a 3Z _ Lx T K' Ill L A' 3 3" d 2S i. a s I 3 ! f d S" a 103 D 37" li 5 n.4" E-` 1 2 a. - a d25 93" 36 ra24 a . lF-s" .4 <1" d.29 aA2 3S T.a" i2S" 9.2' RS 3. ,. 8„5' 625" SU8" 92` a S 3 3 }3 = 3 4- EL1GE DISTANCE / nK yY - MAIL B®BM AEC"OR PREMRI Tel Tell nr ID a'.I? e',RnNLR' v, W.' .crap rn It, A-v CONN. T"t CI a C1 CA C"ll TM CS C] CA CA L'eMN TV" C` '3 Ca C i' b 2" E"RFD' 33 w RP. 41 46 sa Tx - t2.5' 16C' Id.D" 107 12 S" Idd 160 7.5" 12.9" Ad d Sd.D' 67" It T ]d.0 INC. GB 1..9'L id N n 12.5' 16.0' d- " III T 3 12 ,5' Ell D 4 r L 4,d' ]2.S Ell 14.- 4.d,. 7 I2, 5' 12..T 35.4" 160, 160" 141` 69 QD 12 5" LI.T` is 9 18a lab 1.' dD" Ii' 6.4 12 S ]xT I' i9 6 1 7° SIT i iA4 I— D r I, M1 UTr VNIBW 13 VMtlD8cfti 41 4e S2 72 I25' Id0 i6D> 101 12. S' 169 LY-1" 7,0 12.5' _3.d-' a6D 1,7,8- 6:i-' 11, i" Idd" 14,1' a1 12,5" 16A 4 r` 5,6 12,9' 111i 4J" SA' IL: , 12,.3" L2,T' 14,d 1L0" 14C 3L1• Id 0' 96" 7.0 da 3.4, 12.5 .LT' 12.5" 16,0" iaa 166` E S e VIA 3.6 916" 54' 12, 12 T" S2,9" I'l 9,5 5,6" 16D 9A' 9 A" 1d 0^ 9.6" 36" F 4•EMEED iH" U 33 rAo .0Ys a •CrA5^ 41 .L IN '°T` 52 r2 I2. S' 12, 5' 12.9' Idd lee d" 1b Y 1E.0' t" It, 12.5' 12.5"' 12.T' I 6A' I6A" LB 9' mrmw 9.2" SIA 12.5 12,i 12.5" SR.D" 10.2` Id.4" $12" is 9.1 I2.5' ti.R III Ic$- i4C gall 1a, 5" 12T" 1b.9 14 a' 9. L" 9 1" 12,5"' 12�i Ill 9.1" ill d" 9 1" ci Ail RirFpi H HFl 41 WOOD 9USRnla 46 Sa T2 13 Ii.. Y' 1'.0"' ) d B Si ° 9 12�T' 1c. 5' 8.p' 4 ' r 6L4" 4' A '• 4 " I2. B 1 III 2 Is4" $,9' 34` 6,27' 113' <.7" 4b' d. 1S' 123 47'° 4.d" l3. ]4 2" 3.9 4.7' a.2 12.3 4,7 4 b' 6x5 IY 7 tT" 4.6• L , 29 2 , : 1 a a7' a a Is.a9" T„ 4. ANCHOR NOTES: IANCHOR SCHEDULE APPLIES Y DA LLPROWPRODUCTS ETtF1ED HEREIN, BUT ONLY dRfNN5 MAIUM IM ALLDENI ANCHOR5PAq NG. MA lMUMAL60VAt1LE3AN AND F4W1Wt5 INDIC ATED INSP.AN SCIEDULE SMRAPP AP PLY, 2 FY E9rr6R ANCHOR SL3HEW LE BABE@IXa PANEL FASTENER �AC'rigG- THE EXISTING STRUCTURE MATERIAL a Ar4GFr3R TYPE SEiErr CE53GN LCXD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SMVT7KAhD 56LEii SPAN GREATE R. THAN OR EQUAL TO SHUTTER SRA74SELBCT CONNELTION TYPE BASED ON APPROPRIATE MOUNTING LYJD1TIONtGEENK@NMOUNTING CG N SHEET 3 FOR fIrENTIFICATHINt OF CONNECT ION ION TY&i'',) 1. PANE:. PASTEMIEW ARE STLIYS USED IN CT L�NYIDN SON tRTTIT"t ALL MOUNTING RXTRLSIONB "F'-TRACk STUDDED ANGLE ETC.) L5 PANEL FASTENER SPACING TABLE VALUES FOR ALL "H" ^AND "U""HEADERS 1NC DTJ7. G 1 T C { l N BU LDOu ONORI,71W5), 4. ANCHORS, SNAIL EIE DISTALIID IN ACCORDANCE WIrH T' hLAF44IPACTUa@rL5' RECOMMENCA [OR6. S. HOLLi BLOCK Hi STRICTURE 51-ALL CC)WORM TO:AG114 CSD BLOM S, MINIMUM EMBEDNIEM SHALL BE AS NOTED IN ANCHOR SCEfECil 7.. M MMJH EMBEDMENT AND T T EDGE DISTANCE EXCLUDES STUCCY7. FORM, NLIF3K- AND OTHER 4fALi FINISHES WALL FINISHES SHALL BE LIMITED TO I(4" MAX ON SHALL ME VERIFIED BY OTHERS TO ADECyYSATELY TRANSFER L'OI TO HOST STRUCTURE a'. C,CNCROF ANO-OR:r NOTED HEREIN SHALE. BE EMBEDDED I`O UN ,CRACKED WINCRETE ONLY, 9. WHERE MIETIN6 ST'Et11CTURE IS ivLx]D FRAMil EYL4TING CONDITIONS MAY VARY. FIELD VERT:Y THAT FASTENERS ARE iNTOA T w DKr A E UCL?ENAM.ING 14EMDEit_9 NOT PLYWOOD, F145itTtgrG TO PLYWOOD t5 AOC£WTABLE ONLY . 5.- L FCf 115E CLLb]JRF PIECES D WHERE ANt?RO•R5 PA_T-F N TO rdARROw FACE OF STUD Frrgr4l N s F ASTENE:F _ItA••••.Il EF E.00ATED IN u r NTER'� NO OD $, 1.1 % 4 , M ? !4EG STUD N ' EDGE DISTANCE T R IEPTABLE EGA CRFW FRAMINGI= b':CXX.' sTGI'J SEfAIL BE ":"-04.IrIERN P NE' c®o.s5 KIA vP.EATER DENS?7Y-Lois S+,TEEtti SHALL HAVE "l-0 5 PAN HEAD OR Hl HEAD - It RE VA A A D CY T P MO akE � RE UE !AL ANELrnATE FI.L-P'Ja4T5 Si:UCt-SET R Br7A55 BU.:d?M - G 12. MAOidN YS SHALL HAVE 1j2MIt1UM ENi'iyGIM Of THREADS INTO THE BASE AMOI AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFEP HEAD ESIDEWAL"[ SCII u. N.0 k1. NBEt1MUM EMBEDMENT AND IOf5TANCE EXCLUDES Sit OR OTHEP WALL FIN/6HE5. Y#. r DESIGNATES ANCHOR C N DITIONS WHICH ARE NUT ACCEPTABLE USES. IS DIREST MOUNTING CONDITIONS. tE r.1HEAR INnERPOLATICk 15 NOT PERMITTED, FORT USE IAVH THE ANCHOR SCIHEDLILES LISTED On TK$ SHEET, ■ '+MP N Iii _ Ca I U L_ I O 70 O N 0-O = M -0 OFF. .a U a (3) -0 U 'W O -0 _ .0 = O I- = L 0 O 121 , {..a. M 0 > •cn a) w 2 E wM iii.2a ] - -_0._cnRC C/) L ",.-`, W (1) Q) C/)v 0 L C/) III a) U =3 0 L 0- 0 (i) ■ VJ M W LI..I Q Z Z Q J a_ SHEET NO. SH: 1,511111111111111 FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE FLASHING REQUIREMENTS TEMPORARILY SECURE BARRIER WINDOW UNIT N WEATHER DOOR ROUGH OPENING .� SLOPE RESISITIVE C/) (D BARRIER 0.3 in: 12.0 in R703.1 Gineral. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall > U WOOD FRAME CONSTR. TAPE EXTERIOR SELF -ADHERED FLASHIN 3/4"-1" BEAD OF CONSTR. (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. O O SHEATHING L L s BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING Q O OVER RIM JOIST AND UP `." THRESHOLD OF DOOR AND (3)� Q L WALL BY 6 IN. (ASSEMBLED WINDOW) RETURN UP JAMB 6". USE LIQUID EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water NAIL BRAND OR EQUAL WEATHER s 3 PROOF CAULKING CEMT. FIN. within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of }' O CD2 drainingto the exterior water that penetrates the exterior cladding. V CU - WEATHER SELF -ADHERED FLASHING BUILDING PAPER p g' N U s ' RESISITIVE BARRIER SEAL TOPS OF JOISTS 1 WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other p (SEE DETAIL WP07) O UNDER DECKING SUBFLOOR approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, SELF -ADHERED FLASHING with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other O LL approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No.15 asphalt O CU O > HEAD FLASHING TIE-IN INSTRUXre weal felt or other approved water -resistive barrier material shall be continuous to the to of walls and terminated at penetrations and building 1. Cut, fold up &temporarily secure weather RIM JOIST pp p p g '- � � � � THESE DETAILS ARE GENERIC AND resistive barrier above header to allow for appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. N O CD Q flashing installation CU-� MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under 1 1 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head 2 sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The flashing and seal with tape 2 O individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW wpol WP02 SELF-ADHERED FLASHING SELF -ADHERED FLASHING WP03 FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL) POTSHELF/ CHIMNEY SHOULDER Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. 3/4%1" BEAD OF CONSTR. NEEDED IN CORNERS ADHESIVE EXTERIOR SHEATHING INSTALL SELF -ADHERED ASPHALT ADHESIVE ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied 3/8" CEMENT THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING PLASTER UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW -� shingle -fashion or in accordance with the manufacturers instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes (SEE DETAIL WP01) used as flashing shall be applied in accordance wi h h manufacturer's 12 MIL DRYLOK CMU -MASONRY BLOCK OR EQUAL WEATHER PROOF CAULKING g ppt the Instructions. All flashingshall be applied in a manner to prevent the REFER TO TECHNICAL pp E7cTREME SCORED entryof water into the wall cavity orpenetration f er o y o water t the building structural framingcomponents. LETTER ON CHEMICAL o o °"���s�•.:•>,.`.�"i::�::..I� WINDOW COMPATIBILITY ` ° RELEASE PAPER Self -adhered membranes used as flashingshall comply with AAMA 711. All exterior fenestration products shall be sealed FASTENER ° p Y p I at the juncture with SELF-ADHERED FLASHING BEFORE FOLDING, SCORE o SELF -ADHERED FLASHING, I the buildingwall with a sealant complyingwith AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and '.:.;' . _ .. 1) SEALANT o RELEASE PAPER TO EXPOSE g p P J p JOINT . !'r.. •. EXTEND A MINIMUM 6" 4 SEALANT ; �' '�• B CKTO WINDOW U ADHESIVE AS SHOWN contraction ASTMC1281 AAMA 812 or other approved standard as appropriate for the t e of sealant. Fluid -applied membranes used as �e.: . '. � .:•�: �••.';:,..o VERTICALLY FROM ppYP pp OUTSIDE EDGE OF MASONRY B TTO OF "' >flashing in exterior walls shall comply with AAMA 714 The flashing shall WINDOW BUCK J;; "'.: �.. '.' ° °9 p Y fl s g all extend to the surface of the exterior wall finish. Approved flashin s . ; ..pp 9 :• •, • :.•.. • .• THRESHOLD 2 SEALANT JOINT shall be installed at the following . :: ::::.:::.:: :.::::::. .... .....::::: ::::: ::.:::::.: . .. 0 locations: 5) SEALANT FROM ,. . • •... , INSIDE EDGE OF ;:•:y yc•:;;;:::::•:.. ••:. :`•;;i� 3 ':'`tyys::�x:. ° g WINDOW FRAME WINDOW BUCK >; • SECTION -A (SEE DETAIL WP02) ACROSS WINDOW BUCK ° AND EXTEND TO WINDOW FRAME ` 1.1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall MASONRY ATTACHED ° ° ° SELF -ADHERED FLASHING finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings PER CODE ° O 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 6) TOOLED SEALANT REQUIREMENTS ° BEAD BRIDGING ° 2``.:>. following: FRAME AND WINDOW ° SELF -ADHERED FLASHING 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 3) SEALANT WINDOW FRAME T NAILING FLANGE manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are WINDOW BUCK ALL THE WAY ° � � L� g g AROUND, INCLUDING SILL. 2 not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or SEAL TOPS OF JOISTS 1 sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent DO NOT FLASH OVER UNDER DEC:<ING 6 p q BOTTOM NAILING 8 (SEE DETAIL WP07) 2 7 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. FLANGE 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING WP04 SELF -ADHERED FLASHING WP05 SELF -ADHERED FLASHING WP06 1.4 In accordance with FMA/AAMA 100, F11IIA/AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER FENESTRATION INSTALLATION AND INTERFACE 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. SHEATHING 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 1 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in gutters. JAMB, SILL AND HEAD DETAIL Lath SELF -ADHERED FLASHING APPROVED SHEATHING PATCH Sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL APPROVED HOUSEWRAP stucco FLASHING AND WATERPROOFING METHODS TO BE USED. STRUCTALATH TWIN TRACK 2.5 ° ' ° .d SIN 3/4" CEMENT PLASTER ° " a 12 MIL (min) DRYLOK EXTREME a a ° APPROVED FLASHING TAPE ' DOUBLE 3 2 a A* d° 2 "V" SEALANT SOCKET WITH JOIST ° •'d• <' TOOLED APPROVED SEALANT SINGLE WOOD BEAM •.' . in a Cement Plaster JOIST BELOW t SELF -ADHERED FLASHING Foundation Wall° ; ° ° : ' in accordance with 7/8" Cement Plaster SELF -ADHERED FLASHING d ASTMC926 in accordance with ° ' d ASTMC926 Felt backed metal 2 lathe in accordance Felt backed metal 3" MIN SELF -ADHERED SELF -ADHERED t� ` with ASTMC1063 lathe in accordance FLASHING FLASHING O with ASTMC1063 2 5 Building Paper 7/16" O.S.B. Building Paper WITH SELF -ADHERED FLASHING SELF -ADHERED FLASHING p sheathing 7/16" O.S.B. SCS 06_02 WINDOW FIN INTERFACEWP07 WPO$ FOUNDATION WEEP SCREED WP09 EXTRUDED SHOULDER DECK JOIST OUTSIDE CORNER Metal sheathing ....... .... Flashing Weep Screed FLASHING 2x FRAMEWALL Installed As Per SELF -ADHERED Manufact. Specs. ISTRIP OF SAF LEGEND Maintain Stampede or similar CD PRODUCTS DETAILS. TILE FINISH SELF ADHERED FLASHING (SAF) -0-� Bottom of cauk bottom DRAINAGE PLANE WRB DRAINAGE PLANE (DP) WEATHER RESISTANT _ - Weep Screed joint onlyQ �W+�+ BARRIER (WRB) 1 1/2" t0 2" WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO N BOND BREAK WEATHER RESISTANT BARRIER- - BOND BREAK WRB SELF FURRING (SF) LATH Wee Screed 112" DUROCK m-'\/�/� Above Roof P PLASTER ACCESSORY Sheathin Installed As Per PER THE FBC RESIDENTIAL 7TH EDITION (2020) a I g _ 1-4 PER PLAN SF LATH SHEATHING, PLYWOOD, DENSGLASS z Manufact. Specs. IWRAP DP WRB ONTO Detail Instructions1-0 PER PLAN I THE VERTICAL Cement Plaster 1/2" Cementitious O • Refer to the number marked as ® in each detail that corresponds to the SURFACE TO TOP OF numbered items in the list of instructions below: FLANGE AS AN AIR in accordance Decorative Finish L BARRIER with ASTMC926 1. Install self -adhered flashing in order as shown by numbers 8 CMU SLOPE 3-1/2" INCH FLANGE over wood 2nd All inside and '• � � outside corner will Q " _ a I floor ��•'�• need to be miter 2. Install flashing and weather resistive barrier to form water shedding 4" OR 8" CMU -_-- - cut and caulked all O laps PER SEAT DEPTH - ' ♦--� In paper ( ) Z Z I STRUCTURAL FRAMING �',� .,••� butt joints need to V 3. Self -adhered flashing can be substituted for building p p O 4. Split the release paper using the ripcord (Split release on demand _ :: o. ,o 0 •, • becaulked using p P Pe 9 p (P � FILL WITH GROUT - a ' .. n. d � .� STRUCTURAL SHEATHING ''. Stampede or sim. embedded in the adhesive layer) -for ease of installation and to ° THIS GAP IS A RESULT OF minimize scoring cuts - A w W PLASTER STOP caulk for all O t1 a NATURAL SHRINKAGE. STRIP OF SAF ease paper per standard installation instructions and _ a : _ (� CONTINUOUS BACKER co DO NOT SEAL. - - DRAINAGE PLANE WRB L 5. Remove all release p p p CL adhere to substrate using a square piece of flashing material (6" x 6" .. M W ROD & SEALANT DRIP SCREED PLASTIC a + W W ACCESSORY I I BOND BREAK WRB Minimum) SLOPED MUD BED - = Ir 6. Fold as shown by arrows ~ SF LATH v 7. Angle of comer may vary, adjust folding of the flashing accordingly to -- co o fit tight to comer VINYL SHOWER PAN A ~ U)) _ II I Note: 8. Mechanically fasten as necessary �� ' ' - - - - - - ---, � � Ij � The building paper and metal lath must be w SLOPE - ° - -- Cement installed over the top of the weep screed. a PLASTER STOP Plaster Q CONTINUOUS BACKER ROD A over block Z 4 4 d A & SEALANT 1 st floor Z 4 CEMENTITIOUS FINISH Q J a_ SHEET NO. SHOWER SEAT WP11 SOFFIT/CANTILEVER WP10 WEEP SCREED DETAIL SCALE: NOT TO SCALE WP1 ■ i- i' v b up', -j - �.iF •