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39926 Harman Grove Ct
ALL Coo WORK $H'O 4. Y j�j ', p » :.. °9 ft OR �N'ANC S'+ REVIEW QAT CITY OF ZEPHYR PLAN EXAMINER 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 BRIG - 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 I SYMBOL LEGEND: = STAIR CALL OUT FOOTING CALL OUT - C = SEE FOOTING SCHEDULE 0 = KEYNOTE CALL OUT PRE -CAST LINTEL CALL = 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 mm- STEP DOWN STEP DOWN CALLOUT ARROW SHOWS DIRECTION OF VIEW 1 ELEV NUMBER A9 SHEET NUMBER EXTERIOR ELEVATION MARKER 1 <---ELEV NUMBER 4 <a�ARROWSHOWS 2 SHEET NUMBER 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, 2.0 FLORIDA BUILDING CODE 6TH EDITION (2017) UPDATE SCP -SCUPPER ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 Al FOUNDATION PLAN 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/R - SHELF & ROD SH - 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 TO BE CPVC S5 ROOF FRAMING DETAILS THK - THICK OR THICKNESS S6M/S WALL SECTION DETAILS B - TOWEL BAR TB T- TOP EL CONCRETE 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 LINO - UNLESS NOTED OTHERWISE PA1.0 PRODUCT APPROVAL INFO VAC -VACUUM Q PORCHES AND BALCONIES PA1.1 PRODUCT APPROVAL INFO VAL -VALANCE CHAP. 3 PA1.2 PRODUCT APPROVAL INFO VERT - VERTICAL VIF -VERIFY IN FIELD Q HANDRAILS - CHAP. 3 SH 1.0 HURRICANE SHUTTERS VTR - VENT THROUGH ROOF SH 1.1 HURRICANE SHUTTERS V -VOLT Q GUARDRAILS - CHAP. 3 SH 1.2 HURRICANE SHUTTERS WC - WATER CLOSET SH 1.3 HURRICANE SHUTTERS WH - WATER HEATER WL - WIND LOAD Q STAIRS - CHAP. 3 SH 1.4 HURRICANE SHUTTERS WP - WEATHERPROOF SH 1.5 HURRICANE SHUTTERS WWM - WELDED WIRE MESH Q CHIMNEY & FIREPLACE WP1.0 WATERPROOFING DETAILS W - WIDE OR WIDTH CHAP. 10 WDW - WINDOW W/ - WITH Q 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. SHEET NUMBER 1 INT ELEV NUMBER ARROW SHOWS DIRECTION OF VIEW INTERIOR ELEVATION MARKER ARROW SHOWS DIRECTION OF CUT 1 Al 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. N NAROW LENNAR TAMPA DIVSION 4600 W CYPRESS ST, SUITE 200 TAM PA, FL 33607 813.574.5700 1871 ATLANTA NOTICE TO BUIDER & ALL SUBCONTRACTORSI 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 to v Lo 0 0 Lo ui 0x o 1 `,v w a h z Q F /I, W > O 0 W\ L 'O r? u o. Vi V u M - o 0 u o OMINE — mg m Q U�� ._t nLn U w �N C 0 s= Co V V w LLJ w w w♦LQ Q:. J Q'�QOZ� O= - J U) O��< LL V O OLL J O Q f- V ¢ D x0 Z L LL 0 Z 2 0 cy'nQ.9OZQEEOOroZ� 0 H¢ Q U U' Q (n Z _jOaa>zYOZzILL ¢�wOg��-Mwp2U a Q LL ¢ O ¢ LL LL g w O O N Z W un� � `M a C/) 0 O Lf) J �LL W u1 Q 00 z � I— W w O d' co M 00 0 0 o r O N o N 0 N 0 N 0 N 0 N 0 N O 6 N O O O r O r ap N A N 4r C)O 0 O 0 O 0 r 0 r N O O O C O L � i r r 0 N 0 . 0 d' 0 . 0 O 0 . \� L� Z -Z p own � Uo�o Oa=Q L•- z W I— �_Z �Z3: !-�Z� ,-a Z z Lu IMF Og�z Qw U L Z � z Zap ~ • � zz U OU O a W � Z Z z w C) Luqql- N O N LAST PLOT DATE Apr. 16, 21 Z O J COVER SHEET 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) M O M eo N v M v o 5'-0" 2'-0" HB k O c c c C, ❑ c 7'-3" C.J. LAV M 0 Lo 9 = " jLl A7 t a ELEV 30'-0"6'X 33.2 3,_4"3,_4�.4„ 4,_8„ I rA � I I ❑ ❑ ❑ ❑ Cl ❑ ❑ I I I B I i I S N ❑ 1 V-2" SINK - ----- -r _z h � 4 ---- L __ -- — J == — — — II c O 6 ❑ I II 5 w 5'-3 1/2" 15'-3 3/8" 00 il� D CC ,;% �❑ 3 '' M - 13 , i ' I I-Till' - N 4 1 N II II 10 ❑ ,I II I I I v i i 11 ELEV. H LL 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 bo v C.J. — — — ii.0 o ❑ 2„ I C _ CC o BOBi I � S3 9'-10 7/8" 10'-8" I D ❑ c I I I ----- ---------- --- C—J. rn I I c�J 1 I II B o ❑ I I °' o A C I S3 I I S-OB I . O HB � o 00-0` 0. A T_5" I 3' 1" 1'-10" 16'-0" 1'-0" 2 8'-8" 1 -0 10 21'-4" 10 30'-0" (-) 3 1 /2" _ 9 o A7 FOUNDATION PLAN - ELEVATION A 1 /411 = 1'-0" J S6 NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS IN ACCORDANCE W/ AC1224-3R ❑ = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB 0 = 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. O KEYNOTE LEGEND KEYNOTE ANNOTATION O 1/2" DP X 9 1/2" WIDE RECESS O 1-1/2" DP X 8" WIDE RECESS O 1-1/2" DP X 13" WIDE RECESS 4O ICE MAKER LINE 5O SINK - KITCHEN 6O REF 7O WASHER 8O 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 OA THICKEN EDGE 8" x 8" DP (1) #5 CONT. OB MONO FTG 20 x 20 DP (3) #5s CONT. O PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY C MONO FTG 16" x 12" DP (2) #5s CONT. - A _ a E L 0? 0 _W co ti � V `n 2CN -0-o f M 9 a AA'' i t O W .�.., O Oro 2 0 o � LM�� .0 U Q Lu E W �Le 00 n v 0 LLI uj Lu Q w w�a og OfQg zw Z (D U ¢3X Jopw�O2LLpO� JO Q =Una9oZp�:OomZZ¢U U 0 0 ��a�zYOZzLL W o Z ¢�w�Lu<v-gzp20 iL oow o o¢Qq�¢ LL E YI O O N O L1J O z C) "O O `M O Q (M U) UO n Z < Lu Ln d a �M-•I Q u Q 00 Z � I— Lu w110 mi V_ N O N v 0 co Lo Z Cw C O 0 w 0 z Cfl 00 a0 O O O O O O N O N O N O N O N O N CV N O) O O 0p N T- M)C O CDCD o NN O O O L o N 0 M 0 � o Lo 0 CDr` 0 \� �/ z - z C W w fA � U r 5; V! Q _Uo�o �WLu Lo Z zw�Q w ~ T �� T =moz V H z z > J z w w IMF Q O_j�z U Q a LL w r-i U z z 2 Q p ' Z zZ U 00 0 a m zA w J Lu O LAST PLOT DATE N > Apr. 16, 21 FOUNDATION 0 a z 0 J PLAN A 0 (V A3 00 r M 7 5/8" T (V N NOTE: SEE SHEET S-11,12 '1873' FOR LINTEL CALLOUTS & DETAILS 30'-0" 9'-10" 15'-6" 01 4'-8" LINE OF ROOF ABOVE 9 A7 CONC. PAD 00 'o SH 35 ' H B t � HD AT 7'-4" `' 00 C0 0 T mom FAMILY ROOM I 17'-11" X 13'-3" I 8'-8" CLG 5068 SGD DINING ROOM 12'-0" X 9'-5" 8'-8" CLG 3'-8" 5'-11" 4" 6'-9" 3'-1" V-11" 2'-4 3/4" 7 5/8" I I I 2X4 KNEE Q 6" PLUMBING B WALL, TOP N STACK WALL S6 AT 34 1/2" 1 !U Lu IPDWR RI 8'-8" CLG o I I - LINE OF FLOOR — ABV 42" H. - LOW 11 SLOPED 10 — WALL 8 36" HIGH CONT. ------ RAILING FOYER 6 5 RPET 4 ----- TILE00 3 ----- LO 1 2 19 FA ih A I I I A PE' TILE II ul KITCHEN 100 14'-1" X 9'-6" P 8'-8" CLG SINK W/ DISPOSAL 3 UP � \ 14. co H 1/2 34\ 3 1/2" C) H AT 7'-4" v 8" M Po TE MP.GLASS M 4'_911 2'_9" 1 -2 8" W- C)— SOFFIT ABV ENTRY 8'-8" X 4'-4" 7'-8" 2'-8" . 8'-8" 2 co w� TIE BM 9 A7 m00 w P: 20 MIN FIRE-) RATED DOOR W/ WEATHER STRIP 4" INSULATED BRG WALL ^CC S3 IC REF JO�68 1 HOOD/ RANG 1 S6 O NTRY 16" SH \ o i CV CV � 4" INSULATED ERG WALL PROTECTIVE BOLLARD \__(P CC S3 TWO CAR GARAGE 20'-1" X 20'-0" LINE OF GARAGE IN _ � OPEN POSTION I 16070 30'-0" 16'-0" 21'-4" FIRST FLOOR PLAN - ELEVATION A 1 /411 = 1'-0„ B 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 9 UNLESS NOTED OTHERWISE A7 30'-0" TOP N, LINE OF AT 18'-0" I ROOF I BELOW O � 2'-10 3/4" 27'-1 1/4" DRAIN < SH 25 i HD AT 7'-3" I SHWR HD EGRESS & VALVE 0 CV N i SH R&S D 2068 BF 4 � 4�7 w OWNER'S BATH 2668 'n U 5'-4" 5'-8 7/8" A7 FLR OWNER'S SUITE o LINE B 14'-7" X 12'-8" N TB S6 8'-0" CLG Q W.I.C.0 1 07 r - v WATER M CL SET &RNjN TP068 E(2�2 BF R& S II LOFT 14'-7" X 9'-1" zo j 8'-0" CLG AHU BEDROOM #2 I A/C RETURN 7 7 10'-11" X 10'-01, J UNDER DOOR j 8'-0" CLG C,,U) LO�_07 S6 M I Un N W N U) a _ v 1 =Q2 cn o w -dam' 4" F 4'-11 5/8" I �6y`L 3'-8" A3 4'-10" 1'-2" 2'-11" 11" 3'-4" 2'-10 1/2" 2-10 3/8" I W/S AT 4 <V v A 0" A F 6"- 1'-3 1/2" 22"x36" 8" `r c i 42" H. 16 --- UTILITY ATTIC D 2868 15 - --- FRAME N LOW I 1 ACCESS " 6 WALL J — — — " T WALL WALL - M WALL c 14 42" H. _ _ _ _ �= v 8 A7 a w BATH a #2 13 ---- SLOPED W DF U � A7 1 LOW WALL p VENTR 2668 TB 11 10 HANSEN ----- BOX 2668 R & S — — ----- Q -Cr R & S (2) 2068 BF 3 — — — — 1668 OPEN TO ----- 7 A3 _ BELOW ----- (2) 2068 BF 36" H. 6 ----- N 00 r CONT m N N 5 RAILING (4) 12" 4----- Df� SH ">00 1 2 3 00 LO `'' „ I I BEDROOM BEDROOM 1#4 M I#3 11 8'-0" CLG S6 8'-0" CLG TYP. `" I L ti 8' WA M / L— — — — — — — — — r 4 SH 25 SH 25 FRAME HD AT 7'-3" ` /HD AT 7'-3" WALL EGRESS EGRESS 2'-8" 4'-4" 4'-4" I 5'-7 114" 10'-4" 5'-4 3/4" 8'-8" 21'-4" 30'-0" SECOND FLOOR PLAN - ELEVATION A 1 /491 = 1'-0" GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. INSTALL SQUARE DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. F a� r USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. t° LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER tk CODE.` ALL ANGLED WALLS TO BE 45' UNLESS NOTED OTHERWISE THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) N 0 � F > OM o APPLIED TO THE GARAGE SIDE. C) � N 4-- C) m c� N V -6� 2 M TOWEL BAR - (T.B.)* = 42" A.F.F. (D E ''_ _ TOWEL BAR ABV. TUB DECK" = 36" ABV. TUB DECK 0 0 8 o Q TOILET PAPER DISP. - (T.P.)* = 20" A.F.F. °' Q ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. N V w Q: ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. L O E M °' CORNER SHELF = 56" A.F.F. a -0o MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. *PROVIDE 2X BLOCKING IN WALL AT ALL LOCATIONS FOR T.B. AND T.P. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR (win RESISTANT COMPONENTS. 8" CMU W/ 1X3 PT FURRING STRIP, 3/4" INSULATION BOARD, 1/2" GYP 8" CMU °wP w w20OO NON -BEARING 2X4 STUD W/ 1/2" GYP. WH H w a ¢ za� zW(D W ¢�o0��!0w Jc Q U D o�z',L2z2°Zi—VBEARING WALL 2X4 16" O.C. Q o(ozowoomz cnwawinwwwin��a� W/1/2"GYP. O z Q�< wQ2zIZow0oa LL ow �f-P �Y°gQ a ❑ = FILLED CELL W/(1) #5 VERTICAL o ¢ ° o ° ~ ¢ U_ ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB = FILLED CELL W/(2) #5 VERTICAL „ O = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) O ❑ O STAIR DATA N Z LV STAIR O MARK RISERS TREADS LANDINGS TOTAL RISE (/') %D O A 16 AT 7 9/16" 14 AT 10" 1 10'-0 3/4" C) In SQUARE FOOTAGE: U) AREA PROPOSED d M FIRST FLOOR LIVING 780 a 7 ,--1 uj SECOND FLOOR LIVING 1090 Q >- Q 00 TOTAL LIVING SQ FT 1870 Z ~ Z ENTRY 38 J O GARAGE 443 LU TOTAL SQ FT 2351 � 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, N O N uO 0 00 LO a z w x O 0 w 0 z a Exposure C, Height=30 ft, Importance Factor=1.0, End (0 00 C) C)O r- Zone= 4 ft) 0 _O 0 0 0 NO NO O As per Florida Building Code 7th edition (2020), N N N N N N N Residential Table R301.2 (4) (Wind Speed Conversions) O O O o0 N A and ASCE 7-10 Methods O � � CD C) 0 — C O 0 O 0 O O N 0 WALL TRIBUTARY O O i� AREA (ft)2 2 .L INTERIOR END ' � N > 0 0 0 4 0 0 0 10 39.4 -42.1 39.4 -51.8 ^L N c'M L6 (6 t` 20 37.6 -40.5 37.6 -48.6 \ 50 35.2 -37.3 35.2 -43.7 '/ Z Z z O 100 33.4 -35.6 33.4 -40.5 W o U GARAGE DR 30.0 -33.9 30.0 -33.9 N -0 Q Vow° �-O�a 0 0- T z W ~ TT =m0Z H M Z Z J Q< i'2ZW 0 LU r� �ZZ 00 Q D � Z Z T--1 Z 2 a p ~ U d. Z g 0 CU 0 a m a z z J N LLJ� O N LAST PLOT DATE o Apr. 16, 21 1ST & 2ND FLOOR z Q J PLAN A LOFT ENGINEER TRUSSES 1/2" 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 STAIR SECTION 1 /211 = 1 1-011 SEE SHEET ST HEADROOM IN STAIRWAY FOR STAIR DETAILS TO BE 6'-8" IN ACCORDANCE W/ FBCR R311.7.2 10,, 1" NOSING 0) RISERS CUT FROM 1x MATERIAL TREADS CUT FROM 7�Lv'/1--2x MATERIAL (3) 2x12 STRINGER STAIR DETAIL 1 /411 = 1 1-011 NOTE: HANDRAIL TO COMPLY w/FBC 3111.8 AND TO BE 34" TO 38" ABOVE LEADING \ EDGE OF TREAD. \ \ 42" H. SLOPED HEADROOM AT STAIRS TO BE 6'-8" MIN. \ LOW WALL \ STRUCTURAL LIVE LOAD @STAIRS \=40PSF. - - - - - - - - \ SEE SHEET ST \ \ FOR STAIR DETAILS LL \ \ PWDR \ \ \ BATH \ \ I 2 --- A3 I � I LANDING (3) 2X12 STRINGE 44 ° <�I d - ° - a 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. -_ °r`�1' A3 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) SIMPSON MSTAM36 STRAP EACH)) STUD ((CENTER1)ESTRAP )EACH SIDEAND 8) 1/44' X/2-1/410d NAIL TITENS INT� GROUT FILLED CMU - STRAPS TO BE ATTACHED DIRECTLY TO CMU * CENTER OF STRAP AT T/WALL TYP. U.N.O. _ SEE PLAN jdk T/WALL w H 0 z Lu 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 (D _a Lo W } Q 4(1 0},'y ` UJ c¢Z L Lu Q E (Il > o M o V/ C1 M N -0N -0-E Oc: 2 o OLLoN�Q �s6 }v .rnVNJ w0-:; N N C n1 W Q O� u -o a LLI Wwl- �y /VwO-O Lj w O I— g Q w �LL ~�zw LL Oc�wNU QVQJ IL Q~ ~ QZ o�JO D0 ZL ao�omoza - z:)o �ZU)wLJLZw W O<-<zO���-WQ~ F_Y Z gQQ ° o�QLL °a o g a O O N OW H > U) c:) O O a J �LLL� < Lu Ln oC a 6 ryi >- Q u Q 00 z I— w Lu �� J It to � — - � N N N NO N O N CD N N CDNO N N N O N O N O O � O ,cl� ob cv A , N ,� O � O O o O o O O N o CD 1 ;n r O N O M O O O C4 O f� 1 Z Z -z O N Uo Wwin o WCL �_ Z 0It=a Z LU _ ~m0Z H = z f=I� v Z 3 M Z w r-I z z W 0 z U`nZz LLI Q Z Q O a �c Z g v a m Q z A3 Z z w ujqql- 0 LAST PLOT DATE Apr. 16, 21 Z 0 DETAILS J l.Ilii li—fTil�l, P,.Ik'�Vli�i.�V�II; .IIU;IkI;NINiI'olllllllu 11 AIII,,;IIiNfIhI,III:,dtLhlih.lJi:Lll z 00 F_ M N T t- t- 00 t- N CA t- N O K w C9 L0 2'-0 3/4" 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. EST,A DISEIVADO PARA AYUDAR EN LA INSTALACI6N DE TRUSSES. LOS DIBUJOS Y ARQUITECTURAS 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 OFIGINA. NO SE TODAS LAS PAREDES DE RODAMIENTO DEBEN SER DISENADAS ADECUADAMENTE PARR TODAS LAS CAPAS SERAN RAPIDAS JUNTAS TORNILLOS CLAVOS Y O NILLOS ANTES DE ( T R ) ACEPTARAN CARGOS ANTERIORES SIN APROBACION PREVIA FOR ESCRITO DE NUESTRO LLEVAR LAS CARGAS IMPUESTAS FOR LOS TRUSS 0 TRUSSES, Y DEBEN EVTAR EN LUGAR Y LA INSTALACION Y ANTES DE APLICAR CUALQUIER CARGA. POR LAS HOJAS DE INGENIERIA DEPARTAMENTO DE SERVICIO EN CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 EN SERVICIO ANTES DE QUE LOS TRUSSES SE CONFIGUREN PARA EVITAR LAS SUMINISTRADAS. REPARACIONES. 30'-0" 26-0" FRAMED BY 0Uiw1__r_% O CV N C � t M M O N SECOND FLOOR - FLOOR FRAMING PLAN ELEVATION A 1 /411 = 1'-0„ PLUM 7A. An SECOND FLOOR - ROOF FRAMING PLAN ELEVATION A 1 /411 = 1'-011 REFER TO Ef PACK FOR CONNECTION. 2 0 CJ3 5 - 7� Ln CJ 1 co U 0II II 1'-01 L 2,_0„ REFER TO E-f PACK FOR CONNECTION. CJ5 UjI CJ3 i� _ U CJ1 � U U 1-01 6>, TYPICAL 5' SETBACK 2'-0" CORNERSET LABELING TYPICAL 7' SETBACK AND SPACING CORNERSET LABELING AND SPACING 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 OR H1OA 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 H1OA 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. HANGER CHART A L= HUS 26 ( S I MPS❑N) di = LUS24 (SIMPSON) A \= HHUS46 (SIMPSON) Labeled End Mark ATTENTION! DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -131 30' Span or I ss 30' to 60' Span Spreader Bar 60 degrees or less I 1/2 I 2/3 to 1/2 I Ta line I span approx. Ta line span approx. REFER TO BCSI -1131 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. General Notes 1) All parallel chord trusses, flat trusses and flat girders have the top chord partially painted green to be installed green side up. All hangers to be Simpson HUS26 unless Otherwise 2) noted. All truss spacing is 24" O.C. unless otherwise 3) noted. Per Truss Plate Institute SCSI-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 SCSI-131 for any additional bracing details. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCLL = * PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.25 WIND SPD/TYPE= 145 ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON= 9.2 PSF DESIGN CRITERIA FBC 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 SCHEDUL TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF UPLIFT BLOCK LOAD DESCRIPTION INIT. DATE R/01 BASE LOAD JMD 06/26/15 RA01 LCT EXTENDED FT3A JMD 08/06/15 RB01 MADE FT3A TOW PIECE JRH 10/31/16 R801 LC9 JTH 12/7/17 RB01 CHANGED HANGERS TO SIMPSON RDP 03/08/18 RC01 REV. RE's JRH 11/22/19 RD01 REV/ FLOOR BRG. JRH 3/4/2020 RE01 REV. FLOOR SPLICING JRH 8/6/2020 RF01 UPDATED FOR LCA SHM 1/15/202 D �Ec CARPENTER —E�Eff.— CONTRACTORS OF AMERICA 3900 AVENUE & N. W, WINTER HAVEN FLORIDA 33880 PHONEI (800) 959-8806 FAX: (863) 294-2488 BUILDER :LENNAR HOMES/CENTRAL PROJECT:VARIOUS MODEL :1873 AMERICAN DREAM/A CCA PROJ/MODEL/ALT .7A2 1871A ALT DESC OTC : LOT BLOCK: r7S.IGER PAGE D DATE 06 26 2015 LAN# SCALE .N31 Jg35R 1 4" "=1' ??? 11/18/02 9:52 AM CCA48.dwg N O N LO ago $ Ln r Q L 0" "'A z tw CIO w Z LO n` F, E `-0M o W L �� m t ' N V M C :5 `0 U 0 0 w Q:;� n` V cOO E W L ri 700 W W W < (� ° co W00 Uj it W�Zw W0Q¢aY000 —�O�j� U QQOXJZ°Z2°°1.- teZ W9ZZa OZO�OOm0a CY cA U_ Z 1 0 a- 2 Y 0 Z Z LL 0 W O d QO W °�-2 W °Q °QZ�Q LL Q 0 Q LL f N O O N OW U7 = O >(�COO `M O a V `r) LL < LU Ln ZUII o_ W W J� �O J q1tO O � O r O T— O N O N O N N N O N) O N O N O N O N O N O N ,,,C)�, ON O O O O Ob N M N O � O d) O W O O O r N 0 O 1 o L_ O N co 0 `t 0 L0 0 t0 0 ti 1 Z Z uj Z�oco0UC —o 0mW2 �� z ZW�¢ TT =m0Z I..� (�Zw QWO T-I zLL LL �_a2w L DZZ Q Z T-'I M < 0 ~ ■ � Z U g 0U 0 CL W � z A4Z W d. C) W N N LAST PLOT DATE Apr. 16, 21 Z 0 2ND FLOOR ROOF J FRAMING PLAN SHINGLE %n_� ELEV AT 18'-0" T.O.P. PROVIDE FILLED SOLID CMU ABOVE LINTEL TO TIE BEAM FLASHING CASING BEAD WITH WEEP HOLES CASING BEAD WEEP HOLES PT 2X8 LEDGER ATTACHED TO WALL OVER FLASHII W/ 3/8" X 5" TITEN HD AT 12" O.C. (S) H10A-2 STAGGERED, SEE DETAIL 13/A5 ROOF FINISH PER ELEVATION ELEV AT 10'-0" UNDERLAYMENT 2ND FLOOR FF ROOF SHEATHING ELEV AT 8'-0" ELEV AT 8'-8" - - 12 - - - - - T.O.M. T.O.M. 15 METAL DRIP EDGE (S) A23 ° 2X4 FASCIA ALUMINIUM °> 2'-0" WRAP (S) A23 ALUMINUM SOFFIT 11 PT 2X4 LEDGER ATTACHED TO A5.A WALL W/ 3/16" TAPCONS W/ MIN 2-1/2" EMBEDMENT 6" O.C. BTM AT 7'-6" ELEV AT 0'-0" 1 ST FLOOR FF 2 SOFFIT DETAIL ETAIL L3/4 — 1 -0 PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED N 8" V-0" V-0" 1'-0" 1'-0" 13 LEDGER DETAIL 19'-0" !. 7'-4" !.3'-8" I"I 0 — — — — — — — — — — N — — — — — — SLOPE 5:12 dT 4'-0" OFF O77 RIDGE c.. Sri ROOF ` SLOPE SLOPE,_� 5:12 5:12 Lu a ON J U)� SLOPE [L — — — �5:12 SLOPE 5:12 0 ' L 6" 1 ROOF PLAN A 1 /8 = 1 -011 SLOB 5:12 0 T FRONT ELEVATION A 1 /4" = 1 '-0" CASING .. OVER FLASHING WEEP HLES �.�m�mnmr T.O.P. ELEV AT 10'-0" �? _ 2ND FLOOR FF 12 CONTROL o w 7/8" STUCCO 5 JOINT N = ON FRAME _ _ _ ELEV AT 8'-8" T.O.M. WEEP L/SS SCREED AUNI AND PAD T ® 5/8" STUCCO ON CMU ELEV AT 0'-0" _ 1ST FLOOR FF GRADE LINE REAR ELEVATION A 1 /8" = 1'-0" 7/8" STUCC ON FRAME 5 ELEV AT 18'-0" T.O.P. 18'-0" 12'-0" 1'_0" ELEV AT 10'-0" 2'-0" 11 z = 2ND FLOOR FF ~ CONTROL q = `� CONTROL JOINT JOINT ELEV AT 8'-8" - - - - - - _ - - - - _ _ - - - 5 - T.O.M. WEEP 12'-0" SCREED DRIP CASING BEAD 2'-011 AUNIT ANN D PAD AT BOTTOM OF Zo STUCCO BAND r; ELEV AT 0'-0" 1 ST FLOOR FF STUCCO GRADE LINE ON ON CMU RIGHT ELEVATION A 1 /8" = 1'-0" 7/8" STUCC ON FRAME ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" ELEV AT 8'-8" 11 T.O.M. - _t2 A/C UNIT 2'-0'1'J AND PAD ELEV AT 0'-0" _ 1 ST FLOOR FF LEFT ELEVATION A 1 /8" = 1'-0" GRADE LINE 5/8" STUCCO ON CMU ini CASING BEAD W/ WEEP HOLES OVER FLASHING iRED JCCO THK JT ER BAND "THK JT ER BAND :ASING BEAD TTOM OF .0 BAND 'UCCO ON qRY GENERAL NOTES: * G.C. VERIFY ROOF RITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. ROOF CRITERIA - 12" OVERHAND U.N.O. - PLUMB CUT FASCIA - ROOF PITCH PER ELEVATION - WINDLOAD CALL. PER ASCE 7-98 (VARIES BY LOCATION) - SHINGLE LOADING ROOF VENT CALCULATIONS: NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER 7TH EDITION (2020) FBC SECTION R806 FORMULA = S.F. / 150 (1/150) * 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT ATTIC AREA = 1222 SQ FT VENTILATION 4EQUIRED = 586.56 SQ IN VENTILATION PROVIDED AT RIDGE = 414 SQ IN VENTILATION PROVIDED AT SOFFIT =1008 SQ IN 12 ROOF FINISH PER 125 ELEVATION ROOF SHEATHING MANUFACTURED ROOFTRUSS j METAL DRIP EDGE 2X4 SUB -FASCIA 2X2 #2 P.T. MIN. W/ J-CHANNEL SECURED @ 1'-0" ALUMINIUM WRAP 24" O.C. FASTENED TO WOOD W/ 0.148" x 3 4' @ ALUMINUM 16"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 6 SOFFIT DETAIL ROOF FINISH PER 12 ELEVATION 15 ROOF SHEATHING MANUFACTURED ROOF TRUSS METAL DRIP EDGE 2X4 SUB -FASCIA 2X2 #2 P.T. MIN. W/ J-CHANNEL SECURED @ 1'-0" ALUMINIUM WRAP 24" O.C. FASTENED TO 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 7 SOFFIT DETAIL 734 - - BI TdUCCO DETAIL 1_ 7" I. 4 .1 /71. -ru 1! STUCCO DETAIL 9 1/d�II _ 1 11-ni, 2" FLASHING NOTES: DUL FO CLARITY NOT ALL REQUIRED FLASHING ARE INDICATEU UN DRAWINGS. REFER TO FBC RES 2020 (7TH EDITION), SECTION R703.4. AND R903.2 APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED AT ALL ROOFING SYSTEM INTERRUPTIONS, TERMINATIONS, INTERSECTIONS, PENETRATIONS AND IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAK PROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES (28 MM) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. 8. WHENEVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION. 9. AT ROOF CRICKET OR SADDLE. 10. AROUND ROOF OPENINGS. * EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM ATTIC VENTILATION ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA 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 REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET (MEASURE VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. (VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) * RIDGE VENTS - 15 SQ. IN. OF NET FREE AREA / LINEAR FT. * OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA / UNIT * SOFFIT VENTS - 7 SQ. IN. OF THE NET FREE AREA / SQ. FT. IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION * LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA / FT. SHINGLE AND UNDERLAYMENT NOTE: ASPHALT SHINGLES ARE IN ACCORDANCE WITH TABLE R905.2.6.1, FBC 7TH EDITION (2020) - RESIDENTIAL SHINGLE UNDERLAYMENT SHALL COMPLY WITH SECTION 905.1.1, FBC 7TH EDITION (2020) - RESIDENTIAL GENERAL NOTES: APPLICATION OF STUCCO (EXTERIOR PLASTER) MUST BE INSTALLED IN ACCORDANCE WITH FBC R703.7, ASTM C926 AND C1063 6" 1" 4" 1 .., <V N I o� o00 EPS N FOAM iv " BRACKET DETAIL 1C,r_ors„ 1'-4" 1" 1" - 1 �-2" 11 COLUMN DETAIL 'A/d = 1 -01 12" SQ CMU COLUMN, SMOOTH STUCCO FINISH STUCCO BANDL i I N 0 N t0 0 w 41 Q z w O 0 w tr 0 z Q 0 ^ o nN W L 0 L 011 u N N � N U -070 Y/ L 0 2 M 2 O 0 U ^` wN 0E C W L O ri r n m @ 0 LLI Uj Lu LU Lu W H Q _j � Y z X Z V <0x_¢j �w 0220OOJ- O O 05ul ula. zww5- zowz��a0 U) o Z ¢�u¢.iOwH��wwp�U�¢ Oo =) oazg LL¢ 0 ■ N O 0 N O Lu V) = N �O O O Q L J LP) 0-1 z (jj�N Q Lu Q u? aro '4 a>Q00 Z F- J O Lu J co ao 00 0 0 0 0 N 0 N 0 N 0 N 0 N 0 N 0 N O N o c6 N M N O O 0 0 r- N O O O c 1 O ;n L a i 0 cV 0 c'i 0 't 0 LO 0 CD 0 ti 1 Z z Zo owin c: Lu wo�- Q Uo� a ~W z�� wg � �� z =m0Z I- Z Z3 Lu Q � 0 2Z� T-I Z Z 0.5 I W Lu Q cn U)ZZ ■ Z T-A map ~ U � Z 0 U 0 g � W � Q Z Z z w J w0 N LAST PLOT DATE N Apr. 16, 21 EXTERIOR Z'~ 0 ELEVATIONS & -J ROOF PLAN NOTES: ELECTRICAL DETAIL: A/C DISCONNECT WP GFI ELEC METER FIRST FLOOR ELECTRICAL PLAN 1 /411 = 1'-0" F SECOND FLOOR ELECTRICAL PLAN 1 /4" = 1'-0" METER MAIN 0 200 amp 150 amp Disconnect POWER CO. FEED — 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 N.E.C. 210.8 A)BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED IN LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS AS SPECIFIED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES OR 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. CARBON MONOXIDE DETECTORS MUST BE AT LEAST 3 FEET FROM BATHROOM 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 #15 copper to lights & outlets #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer 2/0 or 4/0 SER Alu 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to footer steel GROUNDING PER 250.50 AND 250.52 NEC TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS DOOR JAMB INTERCOM SPEAKER ALIGNED W/ EDGE -SWITCH 4 1/2" DUPLEX OUTLET TRIM ih BASE u - TRIM NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT HORIZONTAL 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET -VERIFY W/MANUF. SPECS FOR LOCATION & TYPE ® TELEPHONE OUTLET AT 12" OR AS NOTED TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE Sw STRUCTURED WIRE OUTLET 6- SWITCH AT 36 6 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER DIMMER SWITCH AT 36" -� PUSH-BUTTON DOORBELL CLG MNT LT FIXTURE �B} CLG MNT PREWIRE - FIXTURE BY OWNER �C} SURFACE MNT FIXTURE } WALL MNT FIXTURE NOTE: 3 TUB/SHOWERND OPALEX - ALTERNATE CANS MAY BE 41 " USED IF 50W PAR30 NFL 6WHITE BAFFLE C APPROVED BY C RECESS CAN OR LED OWNER C 50W PAR20 NFL 4" MINI ROUND RECESS �� 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ SMOKE DETECTOR 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 FFY24:�a 24" VANITY LIGHTING F—= 36 � 36" VANITY LIGHTING b 48 48" VANITY LIGHTING 0 EXHAUST FAN/LIGHT EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER M CHIMES (DELETE W/ INTERCOM) MASTER STATION ELEC PANEL VACUM OUTLET AT 12" A CEILING RETURN AIR (W/ SIZE) ® A/C REGISTER (T THERMOSTAT ® SECURITY PAD IIn 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. N L0" E L -011 o cYi ry a7 Ua c o _O o O S "m Q U co �N o �M 000 a 0 w0E- QC'1 HQ wwYe W LU w¢2 gzw Z (j W of0� aLLp¢w¢LE VOO Q U O�ZLL°Zg°o - p wOp200mZ � _CLu �Woa0zpjD— Z Z ¢~Wp9H75_gwp2U EL < oQ o 0 aQQq�¢ �- C a )zz It O N O O 1 CD C V W t� 0. 0 �- m z LLJ p > N z 0 J w J O N oL" k O `M O Q U M LLn LL F- d d Q�000 Z 3 ~ J 00 110 V_ (O M 00 O O O O O O O O O O N N N N N N N O O O O 00 N M N O r- O O ,- i i O i O O O N 0 0 0 0 0 c 0 T 0 0 0 0 0 0 > (V M GU ti I� Z Q 00 T_1 A6 LAST PLOT DATE Apr. 16, 21 Z � ZO oLUW Uj UHF �Q a LU�� LU CO 0Z 2 O�w Z Z W a�w rn Z Z y < 0 U 1 ST & 2ND FLOOR ELECTRICAL PLAN A I I Ii _r Ilk,1111,11AAt . - - - __-._ __.. - _.. _ -- - -ter-, - - -, - 7 I 0 co 1 1/2" FILLER 3'-6" 2'-6" T-6" 2' FILLER 1 1/2" FILLER T-0" 1'-9" 2" FILLER 1 1/2" FILLER / \ 9 / / \ \ / PANTRY HOOD 4" BACKSPLASH--, 0 ,o 00 /A� \ \ / RANGE 2'-0" SKEWED 3'-6" 1 1/2" FILLER KITCHEN 1 /2" = 1'-0" HOLLYWOD STRIP LIGHTS io 30" HIGH MIRROR N 0 4" 00 BACKSPLASH I 2'-6" 2'-6" cV M 0 Bo sh 1" FILLER 1" FILLER 5 MA�:E�RBATH 1 /2 PRE-ENGINEERED WD. TRUSSES AT 12 24" O.C. (SEE TRUSS DRAWINGS) 5 R-30 BLOWN INSULATION ELEV AT 184" T.O.P. ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" T.O. M. MASTER SUITE 2'-6" 3'-6" 2" FILLER cV N fD � O i — M 00 o0 60 60 CV 9 0 ch SHWR HD VALVE LINEN CLOSET LOFT 3'-3" 4'-11 " 4 1/2" MASTER BATH 1 /2" = 1'-0" 3'-10" LIVING KITCHEN PWDR ROOM BATH L=.�SEE FOUNDATION PLAN FOR FOOTING SIZES AND RE -BAR UNIT '1871' - BUILDING SECTION 3/16" = 1'-0" b -qqq b�qbbmb_ \ SEE SHEET ST \ FOR STAIR TA 00 Nzro 97, I PANTRY 4" BACKSPLASH REF SPACE VERIFY W/ MANUF / 3'-3" 1'-9" SKEWED 2'-0" 2" FILLER KITCHEN 1 /2" = 1'-0" cV i O M 9 ,It, 0 c L'-U ' .S'-U" Z'-U" 2" END PANEL 3 KITCHEN�ISLAND 1 -0 HOLLYWOD o0 STRIP LIGHTS SHWR HD WALL 30" HIGH MIRROR 0 4" VALVE co o i BACKSPLASH co SPIGOT j \\ // 101 3'-0" 1'-6" 2'-6 1/2" 2'-9 7/8" �-1 1/2" FILLER BATH #2 1 /2" = 1'-0" 0 r- 0 M WIRE SHE ::�j io "HANSEN" BOX 220 VOLT ------ --__l F------ ----� I I I I 14 1/2" X 16" I (DRYER VENT RECESS I I I I M I I I I I I I I I I I I I I I I I LJ I 8 �12 L�lY-C T1 0 c -7 4 KITCHEN 1 /2 - 1 -0 2X4 WALL TOP AT 34 1/2" /N N � E �M U6 cj V) 0 o ��� Oro Q t ud° V) }z4: V w Q :;� 0O Eri 7W V L a w ❑� Jw0Z� wg w ZO�W.<,oQo Qw ozw Q 2ZQZ1I—J~ QQ�QQmZ Z U U) z LL CL Y0W��zZ�Z�m ¢�WQ��<U5 �v�¢ Y Z Q OQ 0 ��Q, LL E O N OW V � N O 0 `M 1�O (=) Lf) J (�/) U- 0� < a.M-I 00 < z�~ Lu Jo Nt c- — r N O O N O N O N p N O N O N ON N O O O O , ob 9 NA N N, 0 , 00 6 O 0 O O N O CD 0 (� > � Cl N ,O c+'M O d' I O Lo O Cfl O f- LL Z Z o °Lu N ww�n a L) 0 W LU Lo_-0 z zX�� r� =m0z H z V Z J 5.2Z X r-� z z w I\ Og�z 00 C) Lu z z • • z •-� Q O U 32 Z g 0U 0 � m z A7J z Lu � N O LAST PLOT DATE > Apr. 16, 21 A - INTERIOR a a Z 0 J ELEVATIONS I I T- I, I I I , 11 111 v I I FI i 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 II 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 ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR, THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y INCHES (38 MM) IN 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. 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 T BE SIGNED AND SEALED B 0 SG S YA FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2. 1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. 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 SYSTEMS ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 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: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / 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 GROUT FILLED MASONRY: Via" 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 A36136M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131 ", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED V BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4. 7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED 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 V-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 rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C7ncrete overpou� and mortar along the foundation perimeter must be removed be ore exterior solitreatment. 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 soil disturbed 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 building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. 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" 1 4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%8" 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 %8". 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 O LO 7 5 W O Lij r:•� Z Q n(n N L0 E �� o W L 0CCM N `1 N UO� U -0- 4 m L O � O U o rnrn VJ O Q .�s wN< N i o E� W LLI Uj W 0 F- LU 2LLYZW H XX Lu O�OLL O�U) LL V0 Q Q V �Z : 0 Z LL LL O Z� OJ 1,_Q~ F- (�� O<n��0Z0R00m0Z Lu z�a�YaW0OOZz0a O Z <~_ 7)-2Wa20 o oQ 0Q 0 ¢ZOa LL F-LL a O O Z LV F- 1-0 Q I O O Ln J � U-) W o CL I Ln ryi 2: _I a�a00 Z U F- ?� LU W J� 110 J O O O O O O O N O N O N O N O N O N O N O O N O O O O CIO o CV A O N 0 0 0 0 r- N O Oo E CD L_i > r 0 N 0 co, 0 4� 0 CD O 0 ti \L_ LL ctZ Z O ow1:0 C WUH LIJ � Q C) �0 ~ W W M Lo.V Z Z � 1--� t� =co0Z I.-Z rn DZ ED J Z W �ZZILL O W d >- tLU o Q Z Z Z 0 . ,12 Z U Q /1 J a Oo Z M555� W SNO � Q LU Z W J W�O OLAST PLOT DATE Apr. 16, 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 H C G O O O a a o 0 9 ' o 'n - U 0 0 x • 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. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-W (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 * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE v,., m 15/32" CDX PLYWOOD OR 7/16" OSB+ /+ + + + + (6 . . . . . . + + RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & + + + 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. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + Z++ 9 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x — 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8"or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel 902.0 2 x — lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap k 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 loaf 'ransfer =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 appropriate6 1/16 1,or=20 details in One 10d box areas=20 of high sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking I l-A. 3" I10d1 nails at R" n-r.- j, Ql -' Provide adequate bearing J for each lapped joist. 10d nails SECTION @INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges FILL CELL STD. 900 HOOK BOND BEAM W . .. ........................ ...... STD.90° #5 CONT. #5 HOOK i BAR BAR BAR #5 CONT. .. .. .. .. . . FROM ON TOUHI HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRIG. WALL N.T.S. 1/8" min. }Small gap 2" min. 2" max. � 4 max. /71 4 Clinch nails when possible Tight fit — L 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. - 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 pIf 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. 6„ A 1Y2' ROUND HOLE MAY 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 1%" DO NOT CUT HOLES LARGER THAN 1Yz" ROUND IN CANTILEVERS. Round Hiof6 Diarneter in 2 3 4 5 6 7 8 6.875 '10 11 12 13 Rectan uTavftle $ ide (in) 1 2 3 5 6 8 9 10 Any 16" joist span -(ft) 8 1£-0.£ V-1 ' 1`-2' 1'-2" 1'4" V-3" 1-7" 1'-11" 2'-4" 2,_9" 3£-2" 3'-7� 12 1-0" V-1" V-2" V-2" V-3" 1'-9" 2-4" 2'-11" 3'-7" 4'-2" 4'-9" 5'-4" 16 1 0" V-1" 1£-2" V-2" 1'4" 2'-5" 3'-2" 3'-10" 4'-9" 5'-7" 6"4" 7'-2" 20 1-0"` I V-1" V-2" V-2" 2%0" 3'-0" 4'-0" 4%10" 5'-11" 6'-11a' 7'-11'"" 8"-11 24 1'-0°" I V-1" 1 V-2" V-3" 2`-5" 3'-7" 4'-9" 5£-10££7'-2" 8'4" W-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. 1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1%" KNOCKOUT HOLES TURNED WITHER UP OR DOWN, 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS, IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. �When joists meet over wall, provide 1 3/4" minimum bearing for each. Web Stiffener Fastener Schedule Joist Bearing Location Series I Depth I End Intermediate BCl5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d - BCI6000se BCl6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 1 2-8d 6-8d BCI60sQ9 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90sw -7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/ (22) NAILS 1 5/8" o THRU BOLT SIMPSC w/ (22) NAILS 1 R TRUSS OP PLATE i.0 TYPICAL SIMPSON MGT TO 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 �rrr� Joist kJoist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. \Install tight to.top flange. Joist hanger \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. /4"-2" gap k1BackerBlock "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height 0 requirements 0.6 X Joist " depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEMS ° a SEE PLAN FOR--' FOUNDATION INFO ° a STEM FOUNDATION GRADE REINF. SEE PLAN �A/C CHASE 4" PVC (2) #5 REBAR 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 = 11 TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION DOTE: JPLIFT VALUE S BASED ON i. P. F. LOCATION OF SECOND H10A (WHEN REQUIRED) PLUMBING LINE PVC OR SCH40 SLEEVE r11Mr- \/r-n-rlr%A1 TI 1n11 r'Alr% TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION r PLUMBING LINE co 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 -----4. ca G a a , I —III —I I i- i� Illiil—d��I11-1T ' �,—a-----�'. i a SEE FND. PLN. SIZE & REINF. N 0 O f 00 LO 6 K s fv� Ali/. :- C, ¢ Z G TW !+ a, .'u Q E �? o W\ L i } M /� M V Ou a 2 co � t 0 O 0 o 0�0 v¢ C U�� - .N U LU 0O E P1 W >` W W¢D-) LLI rn W 0 1-- z Wi- of of JYzwLL�¢ W0O5U Q Q 0-��U_u-z2zH 0 0000mz 0Ocn 0O0 fn Z Fn JC Q_OzYozZLLoWO a Q¢WO�H�_gwp�0 CL < 000 0 M o¢zgg¢ u- ¢ 0 < ¢ LL 0 O O W I --I k O Q U0 CD Ln CL J (U LL N Q W Ce a- Q Ln ,--I a>a00 Z � � W W J � o CO ao 0 0 N ON O C) 04 C) , N CD N C) N N O N O N 6 o O 6 O o0 CDCDr NA � N 0 � CD CA CD CA C) 6 ' CD iO c O i 0 N 0 M 0 t 0 LID 0 (fl 0 ti oZ LL Z o 0Wfn WUII—_ Q UoO�U 0IXWg .T� Z zwl=--Q W H �� I =m0z 20ED Z 3: i-�z�r—1 Z Z W 0 _5 M Z MM� Q W 0o7ZZ Z T..� =Q0 ~ ■V■ Z U i Q Oo W � Q z SN1 Z Z Lu It 0 O o N LAST PLOT DATE Apr. 16, 21 STRUCTURAL .. 0 z J DETAILS 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. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c� @ 6" MAX FROM END OF 2 x PLATE E (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3° 6 x 6 W1.4 x W1.4 r UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH "' PITCH > 4:12 D ° (2) LAYERS TYPE I OR TYPE II ° (#15 OR #30) UNDERLAYMENT =I I I=I 11=1 11=I 11=I=I 1=I I= FOR ROOF PITCH 4:12 OR LESS. 1-I I -I I I=1 I I D /vI III -I I -I 1= - ' I-1 I I -I 11=1 I I -I D -PRE ENGINEERED WOOD -I 1 1 I I=� — — TRUSS @ 24" O.C. U.N.O. I ;III=1 I=1 11=III=III=III=III-III=III I' 12 -III III -III -III -III III -III III -I HURRICANE ANCHOR @ EACH -1 �—III=I I=I 1=III=III=III= I ' (TYP.) TRUSS (SEE UPLIFT SCHED.) W/ VARIES METAL PL. UNDER EA. TRUSS 8 MOISTURE BARRIER TYPICAL INTERIOR BEARING INSULATION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL w/ OUT UPLIFT GG NAILING SCHEDULE ON SHT, SEE TYP. WALL SECTION SCALE: 3/4"=V-0" �S3 ELEV. VARIES 5/8" OR 112" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM 12" .N.O. 2x SUB FASCIA ABOVE) W/DRYWALL EE SOFFIT SCREWS @ 7" O.C. SHEET CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4"INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN, 2500 PSI CONC. SLAB m AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 w a NOTE:EXTEND WlAXW1.4 WWF OR DECO FINISH 4" to 6" ^FIBERMESH" BELOW GRADE 04 III=III=1 I r^° y ° D I °° co D 6 MIL VAPORIII D I I —I 1= = z-/ - BARRIER III , D a 1 1 II I I g COMP. SOIL. (COMPACTED TO 95% =I I I I =III=III I I= MODIFIED PROCTOR III III III —III —I I I I ASTM D1557) 3" MIN, CLR, O #5 REBAR CONT. 3"CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK (SEE U.N.O.ON O 4" V-8" (2 STORY) DETAIL) ) TYPICAL WALL SECTION rT� SCALE: 3/4" = T-0" S3 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS/DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS d _, z T' -III-III 4 0° �IIIIII SEE A/S3 OR J/S6 - I I� I I I� III ; 11 �111= FOR REINF. INFO. 3" MINI CLEARANCE 1 4 (1 STORY) / 1-8 (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 5/8"OR 1/2" HIGH STRENGTH ---- `TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %8N.O 1/2" SIGH STRENGTH — GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ARA .) (OR / GYP. TYPE X @ ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2-0/16" PLATE WASHER (TYP.) - INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ It PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 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 1 U-0" (R302.11) —INSULATION PER CHART ON FLOOR PLAN 5/8"° x 10" "J" BOLT @ 24" O.C. W/ �0IMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" OIL (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL @24"O.C.) 2„ x6W1.4xW1.4 ATTACHMENTS 2" 6x6W1.4xW1.4 ° � WWF OR FIBERMESH WWF OR FIBERMESH �31/2" MIN. �31/2"MIN. Z ' ° ° ° a ELEV. -0'-3 1/2 . d ° , .d ° A.F.F. p o D. e, 4'd 2x4 CONT. ° u ° °. ° d° a ..° o _ z P ° �I 1=1 I Ej I IEP 81/2"(min.)- 4" _ z D I I I=I I I=1 11='31/2"(min.)- 4" g d a N D °D 00 �1-_4"' - - D °D - I -III -III GARAGE DEPTH VARIES 31/2"(min. 4" III 11 I II 11 I I- 31/2"(=III=III _ II I II IIIII �'I -I ^ III=III _ III=1I1=1I1=III III=III I -III=III I III=1I1=1I1=III III=III (2) #5 CONT. 4i1; — 8 (2) #5 CONT. I - GARAGE SLAB AT STEP B U.N.O. MIN. TYPICAL BEARING WALL MIN STEP TYPICAL BEARING WALL STEP SHEARWALLrc @(CC SCALE: 3/4"=V-0" S3 SHEAR WALL SCALE: 3/4 -1 0 S3 SCALE: 3/4'-1 0 S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" 0/C EDGES, AND 12" 0/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C M�N�MJo�s LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ �coN��N 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /� 2 ROWS OF 2x BLOCKING THIRD POINTS APPLICATION NOTE: INTERVALS NOT EXCEEDING 1"x P.T. STUD () @ 10'-0" (R302.11) SEE #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL OINFORMATION SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @GARAGE G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS (IF NO UP LIFT ON @ 24" O.C. VERT. OR 5/8"DIA. EXPANSION BOLT @24 " WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR MIN. 2500 PSI CONCRETE SLAB W/ [ ] SPACE ANCHOR (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP 24" MIN. LAP 3500#, MIN. TENSION 2600#) *SIMPSON SP1 SPACED EVENLY FIBERMESH #5 REINFORCING a BOLTS 6" MAX FROM F6 x 6 W1.4 x W1.4 N w/ (10) 10d NAILS N WEEP SCREED INSTALLED BAR r ._ _ 2x P.T. PLATE w END OF 2" x PLATE WWF OR FIBERMESH �, E TYP. PER MFR INSTRUCTIONS uj ASSUMED FINISHED E ° #3 OR #4 REINFORCING BAR U D p. ` GRADE ;, d D D z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a 6 r ° D FINISH GRADE O0 [GRADE 60 MIN. Fy= 60ksi] a —III=1 I I —III m D D III —III —I 1=III- o MONO OR STEMWALL ° z M — — — D. 25" MIN. LAP [30' MIN. LAP] g= I I=III-III i III III-III=III r FOOTING MONO SHOWN °=1 I I=I -III - w 1=III-III I=I D ' • -III I I=III=III=i FOR CLARITY D o. P _ _ _ _ o0 6 MIL VAPOR BARRIER III III ° I I=III=) I 1=1 I =_ 0O Lu R 1 7/8" —1 I I, ;III I I (— I I III-III=III=III-_ #5 REINFORCING BAR i 1=_=1 11=III=1 I I 11=III I I=III I=1I1=1I1=1I1=1I1=1I1=_I , _ _ _ _ - Z r D D D° ° D III -III -III -III -III -I i t z III �. I I -III -III -III -III r- 11-1 I I-1 I I -III -III III -III I I D ° __ I • III=1 I = I I= =� #5 LAP SPLICE 2 #5 CON 1. NOTE: I-III-III-III=III=III=1 I _ _ _ =I g ° D III-III-III-III-III=III- N II D = � �— 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS FOR BEARING WALL —i COMP. SOIL. (COMPACTED TO - I III III I I _ _ _ _ 8" V-4" 8" 1=III=III=III=III=111� ,, 95% MODIFIED PROCTOR ASTM �= I=III=1 I =1 I I=1 11=III=III .I I' 10" w/UPLIFT ONLY - - -_ I - -III „III,;,III,,III,,III,,,III,;,III-� III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=11 D1557) #6 REINFORCING BAR #5 STD. 90 HOOK -III III III=III=1 I-III=1 11=III=I 1=III=III=III=III=1 I-� 4" 1'-4" -III=III,;,III„ III�III���III„111,;,111-III-III=I1'. #6LAP SPLICE TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL w/ UPLIFT SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min. 4 ° ° ° GRADE 00— = i I=11=111=111=� 1=11I=III -I 11= i I 1=1-I 11= II=1 I I I I I=1 I (1) #5 REBAR w/ OPT, —III—III—I 1= 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 E d :.• M MCA 111�1 IIIII 111 �y 1111111� d 4 a SEE A/S3 OR J/S6 I Ii 111 l li Ill I i iL FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0101, J CONT. BEAD SEALANT - a INTERIOR Q. CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB m 00 co 6 MIL VAPOR (- BARRIER -II1=1 I -I I -I ''III I I=1 I I- I „I I I,,,I I I III III 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 SEE TYP, WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 0-11 ens M G SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-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.q. CONNECTION INFO `N ° — SEE PLAN FOR M TOP OF BEAM &LAYOUT DESIGN- 71 SEE ROOF PLAN - "' — — _° III -III III; N (2) HTS20 FOR STRUCTURAL -r N I III ;III, III, ill III "' BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ =1 I I, 11=III-III I MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 ,111-1 8" z ATTACHED PER NAILING FOR REINF. INFO. OPTION #-I w SCHEDULE a SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION w COLUMN SIZE AND BASE o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. rm 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" GARAGE COLUMN TO PORCH SILL :o. O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL .. W/DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS c TO FOUNDATION PAD : . - INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. M ' ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS 00 GRADE a E �, FILLED SOLID (SEE PLAN FOR = _ _ = a 6 x 6 W1.4 x W1.4 Zi SIZE AND REINFORCEMENT) Lu z = ° °• T WWF OR FIBERMESH M BRICK PAVERS or SLAB PER a w w p o —III- 1 I —III —III—III—III-I 1=III=III= —_—_' - w z z 0'-0" FIN. FLR.� COMMUNITY SPECS J_� -- ° II -I =III=III=III=III — — " II III=III- - a w \\\\� \\. I ♦\\Q\\\\ATION \ \ � �------------------goo\\. o00 TAPERED COLUMN FRAMING -I I III-III=II=III-I I II-III=1T_I= FOOTING "(III I II II IIII� III ,� I -III-III BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 r N O N O LO 00 LO Z w \ O ix k 0 i 1, / uj 0 z a /(n N L0 L11-3 E 0 _W L '= `0 c'? 0 MN 6 �NINE N M ��� a M W � o a nN` V Lu cl- C EC W L 0 a 70 a Lu W �Li0v w�- V_ w< z¢wl�- L_u-OW _jcn0�Ofv)VOJC) Q ¢z�� xzL�Li0z20Q O QJ F-00§oi0R00mc1z CfnY nwCL wcnZwwno�wZ U w¢oS pQwzwZOWQ Z L_ �L 22wp2U¢ ¢ 0LLI oq o m o¢z�a LL¢ o �¢IL O O fV O W I— L--L \\ L/�L � O ro CD CL J Ln Cam/') ll. � Q W Q Lr? Lr- CL ,--I %- Q Q 00 ~ z w Jo �O J cc 00 00 O N O O O O (V O C O CV O CV O CV O Cv N O d) (mV O O T.-4� O O cV A CNN 0 0 0 0 0 0 0 CV 0 O 0 Q0 L � 0 N 0 M 0 0 In 0 cfl 0 r-� z Z I.L oW�5 wUH> �— ~Xwa Low z ZLuF� =m0- 0Z3: Q �2z� 1 Z Z W I� O_jMz Qw U U Z z ~ o ■ z U a OV O m a z Z Z J uiO Q N LAST PLOT DATE Apr. 16, 21 STRUCTURAL z Q j DETAILS —MONO I ___T_ I II —I 'lI— 1 - i (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND I 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 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 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ 7 5/8" 8" DOUBLE 2x TOP �EOENAYLS SPACED STEEL AND GROUT EXTERIOR FACE OF BLOCK ❑ ❑ ❑ PLATE WALL IS 1 1/2" MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL ❑ ❑ ❑ FACE OF BLOCK WALL IS 2 1/4" 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING q/� (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 ri SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (TYp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12) 10d 11 (3) 10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER .+4 STUD W/ (3) Od NAI S CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD - - - SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD BLOCKING (TYP.) �ROOFTRUSS 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT = .\ MOISTURE BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL F TO DRAIN DOOR OPECL NING DOOR OPENING EXTERIOR ❑ ❑ WALL CLEAN -OUT A WALL ❑ ❑ ❑ SCALE: N.T.S. S4 ❑ ❑ ❑ 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 g MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK_OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FC ' CONCRETE PLACEMENT J 11 d o n $ .a d a n . d a a. O. d O d 8" STD. 90 HOOK g LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: O 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. () 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. SCALE: N.T.S. Sq WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. / SCRAP MATERIAL A J \000 T w 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE E' ITRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE �8x8x16 GENERAL NOTES SLOPE FORWARDSP GARAGE DOOR ROLLER GARAGE DOOR TRACK FOR DRAINAGE CONNECTION ASSEMBLY GARAGE FLOOR •, f� TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. ;.: d n a .. SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. 54 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 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. 2x6P. J-BOLT TRACK BRACKET FOP a iARAGE OOR 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 V-4' (1) (2) (1) (2) (1)LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (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 GREATER HEADER \—(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 0A4 SIMPSON HTT4 TYP. Op F��NG 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. 54 _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. A i 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 \L� 112 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) 10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB 711/ (24" O.C. MAX) w/ MIN. 4" EMBEDMENT • IN KO BLOCK AT EA. STUD :7 MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" 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 /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2. P SIMPSON SP4 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 500 OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 • SPLICE NAILS TOTAL) EA. SIDE OF SPLICE STAGGERED 10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ (4) 16d TOENAILS TO 70P 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 J SIMPSON rc--) C C P.T. -ATE auwrouN ar4 SP2 SIMPSON SIMPSON SP1 SIMPSON- SP4 10( ST M TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 d d 2X8 P.T. BOTTOM P AT — SIMPSON SIMPSON C SP4 SP2 -7 110 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 'BLOCKING @ 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. cJ+4 SP4 2X TOP PLATE OVERLAPPING NAILS @ 6" %GGERED BOLTS @ 24" O.C. kX 2X P.T. PLATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. OB (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 a a 2X8 P.T. BOTTOM PLATE uu 5/8"x10"'J BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) 3 (4565# SPF) > (5645# SPF) > (6970# SPF) ►S (9335# SPF) N. 8" PDXIED A.T.R. Z&NUT 'OXIED A.T.R. t&NUT OXIED A.T.R. t & NUT 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 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING _151�9 N 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • 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 • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. S4 N 0 N CLo D!F - co Lo Lu w _F. z E W L -011 c) M N v P /�, L t p �/ 2 .0�o O c' m U .= Ci O •� W Q� w L E w p c Dui vi w0H g of ��Yz°w w� z~Ja Q J¢0CD � O�UpIU- z�LLLLo�z2o Z cW°g0000Z�d nonzWom a WW Ix ¢ aWY0ZZLL0UJ0 Jw0�gwpO¢U) ¢Q20 QZ¢ 0Do9 LL ¢ 0 ¢ LL N O N Ow t!) D 1� z � V � CD ro O J Ln 57Q LL. Lu a>-a00 acei u I— Z Z lu Jo l0 — � eo T- — � O N C)O N N N N C) C) N C)O N N CD N CDO N N CDN O N O CDO O O O N �- A N O C) C) C) C) O ' 0 L L > � 0 N CD M 0 4 0 L6 0 Cfl 0 I� oL. Z Z Ntowco L1 O OCL=Q W �.— z zLu�l- ~m0Z Z V 3 J Q Z r-I Z z 0 LLl Qa>_w 00 Q Z TI z z =¢0 ■ z U OU MM0 W � Z z z w J W N N LAST PLOT 'DATE Apr, 16, 21 STRUCTURAL .. z Q 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 4 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 MAX. 9„ AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, 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 10/S6 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL �\\ 45°± / 45° ± 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 }� DETAIL NG SCHEDULE FOR SHEATHING 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" MAX. 9' O.C. TYPICAL UNSUPPORTED, IF >9" SEE 10/S6 GABLE TRUSS WE DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 RIDGE FASTENED AT @ 8'-0" 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" �z 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 SIMPSON H2.5A w/ (10) 8d EACH JOINT w/ (3) 1Od & (2) 1 Od EACH JOINT w/ (3) AT LEAST 90% OF WEB 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 1 Od & FROM LEDGER TO TOE NAILS @ EA. END 10d & (2) 10d TOE LENGTH (SEE TABLE) SILL 1/2 CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS 7/16" OSB SHEATHING END GYPSUM WALL BOARD SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2"CDX PLYWOOD OR ATTACHED W/ 10d NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST GABLE TRUSS ,,,-1/2" CDX PLYWOOD OR 7/16" �° 48" O/C FOR THE FIRST 4 ROWS OF (2) 16d () 7/16 OSB SHEATHING AND 12" O.C. FIELD ROWS TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED TRUSSES FROM EA. NAILS ATTACHED w/ 1Od NAILS 1 OdX3" @ 3" O/C C A CORD ATTACHED W/ (2) 16d TOENAILS OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES END TYP. TOP & @ 6" O.C. EDGES AND 12" FIELD THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD AND 12" O.C. FIELD BOTTOM ATTACHED O.C. INTO 2"x6" P.T. PLATE SLOPE OF ADJACENT SCISSOR TRUSS) (2) 16d NAILS W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH FASTEN WITH 1 Odx3" @ 4" O/C SPACED 48" O.C. WEEP SCREED INSTALLED PER MANUF. 1/2 x 8 J BOLT 48 O.C. @ WEEP SCREED THE FIRST (4) ROWS OF TRUSSES 2x4'T ON TOP OF PANEL FROM EA. END TYP. TOP & BOTTOM SIMPSON HGAIOKT w/ 4 1/4"x1 1/2"SDS SCREWS TO () 10dx3" @ 4" 0/C 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM MOISTURE BARRIER SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0" O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK- INSTALLED PER MANUF. \-MOISTURE BLOCKING, FASTEN WITH ATTACHED w/ (2) 16d TOENAILS 10dx3 " @ 4" O/C TRUSS & 4 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. ( ) ;. SIMPSON SP2 PLATE SPLICES w/ 3/16"x2" PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 1Od NAILS BARRIER 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE w/ (12)10d NAILS AT EACH STUD NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION r2**� 3 SECTION:�� SECTION WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 4 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. TITEN ON OUTSIDE EMBEDMENT IN KO BLOCK 55 SCALE: N.T.S. S5 SCALE: N.T.S. S5 SCALE: N.T.S. S5 SIMPSON HGAM1( W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4 1/4"x2 3/4" TITEN TO CMU 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 ON SHEET S5 FOR N N AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S6 X-BRACING, AND TOP `�' "' �' SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING 00 INFORMATION `° 00 SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 1/ (2) 16d NAILS 50 00 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING AT 24" O.C. ON TOP OF RIDGE FASTENED AT "L" BRACE TO EXTEND BOUT. CHORD FOR 4 EACH JOINT w/ (3) AT LEAST 90% OF WEB TRUSS SPANS ATTACHED W/ 2 -16d 10d & (2) 10d TOE NAILS @ EA. END LENGTH SEE TABLE ( ) 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 7/16" OSB SHEATHING ATTACHED 2x4 BLOCKING @ 24" OF STAGGERED 1Od COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2) 16d NAILS / 1 Od O/C w/(2)16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL FIRST (4) ROWS OF TRUSSES FROM EA. E ES AND 2@ O.C. FIELD TOENAILS @ EA. END NOTES: END TYP. TOP & JACK TRUSS 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA, x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED SEE PLAN FOR MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS CONNECTION ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, P:. )VIDE 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 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/ EXT. WALL CONN. @ 1Odx3 @4 O/C (2) 12d TOENAILS NON -LOAD BEARING LOCATIONrD COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION SEE TYP, WALL SECTION FOR SCALE: 3/4" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8� 9 ADDITIONAL INFORMATION. -- - 11NIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) (2) 16d PER JOINT — CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 VVI' 1 . ULP11111'L7 GABLE END BRACING DETAIL TOENAIL (2) 16d NA 12" RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.C. Od x 0.131" NAILS EA. SIDE IT. 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SCALE: N.T.S. SCJ 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 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMI OKTA 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) p 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 LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" S-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAl0KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"xY SDS SCREWS TO PLATES (TYP.) /—GABLE TRUSS STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=V-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) HIP FRAMING REFERENCE PLAN 10d NAILS AT EACH STUD 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE 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. d w wc3 0 -v o 0 v� z o w W Q o cs ' c w — — — — x Q b ' o - q cJ w n: 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 �` 1 AS PER BCSI SCISSOR TRUSS 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 SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL 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 CN N z ry CIO D`°- In om 4a3 �`i Lo t ' & s �, rf 1 Z 4 � �� • - - - 0 0 0 3. .✓cif {� w 0 Z N 4) NO LE 'M o M 5 M (`M C L O D O o 0 M. Q �N w O� V a� n` W L 0O s✓ ri V, Lu W (� W W H W �. W 2 �- 0 w~¢ 0� � yzof z 0�-j< 0 ?� w< W U O 0 J 0 Q V ¢ �Ox Z�LL0Z20pF—¢~ F- C1' 0 acnwwoZOwoomZz a- (n W W z 0¢ J U)� Z �QaowQozwZOW�oa ¢C)W g��-gwp�U ¢ 00� o ? oQzg¢ ,-¢ 0 �¢� 02 O O N 0 [W— � � O O Q (J) Ln J LL W Lr� '--I Q�Q00 Z W JCD kD T— � 00 r — � O N O N O N N O N O N O N O N O N O CN O N CD d) N O CD0) O O o0 CDCDr N A N � O � O 0)O O O O O r N 0 0 O ;n co\� L r 0 N 0 M 0 0 In 0 Cfl 0 f` Z Z LL LZ L)�w�n c wUl~-� � V/ Q _Uo _0 13- LO Z zwF- W �— =m0Z I.-Z fn �"� j J Z Z � Z Z W IMF Q`^r r0_52z v`nzz z rl =QO ~ ■ Z U Q � OV o F. W Z Z z J Lu� N O LAST PLOT DATE > Apr. 16, 21 STRUCTURAL Z a a 0 J DETAILS �- l I I it - T - — „ - �-ter � � � ,� �i � � �-�-i, � � (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 BAFFLE 15/32" CDX PLYWOOD OR 7/16" O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR PLAN ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C SEE SOFFIT SHEET 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 1x2 NAILER w PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL _j NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO w 16" O.C. 2X S.P.F. STUDS o = W/ (4) 16d TOENAILS TO TOP PLATE 0 `/) 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 2x BOT. PLATE W/ (2) 10d @ 6" O.C. APPL Y 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER J METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d � 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 <- 1000 g R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONIC S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT ER PLAN p OR FELT PAPER FOR MOISTURE °.° . BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE "X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' 0/C WALLS 112" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL v c T M 1-I 6x6 WlAxW1.4 WWF OR FIBERM 1x WD FURRING @ 24" O.C. BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY _-I 11-I I I -I 1 ` I -I 11=11 f=1 1111 ° ° 11 ° ;H 1�11111111111111111111 11111 -711 1—III—III III . ° Q° 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 v 4"x4" INSPECTION PORT AT EACH FILL CELL TYPICAL Lu v) 0- a AT GARAGE CONTRACTOR EO N TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 411to 6" BELOW GRADE :INISH GRADE 00 (3) # 5 REBAR ON 3"CHAIR - III III 1 I I 111-1 I STD. 90 `HOOK — (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8 TYP 2-STORY WALL SECTION SCALE:3/4"=1'-O" S6 SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO ST.._ 2nd FL00 BEAM/GIR 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) 1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL BAND JOIST *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) 1Od x 1 1/2" TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION FEND SHEATHING TO )F BEAM OR GIRDER eTE W/ O.C. )OR TRUSS/JOIST 2x STUDS @ 1"' ^ ^ 2"x BOT. PLATE (2)1 Od @ 6" 0.( PRE-ENGINEE FLOOR TRUSIc FLOOR CONNECTION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 15132" OSB EXPOSUREI SHEATHING 2X4 RIBBONS, EACH W/ 4-16d PROVIDE c NAILS INTO EA. FLOOR TRUSS BLOCKINGAS REQUIRED PER WEEP SCREED W = o SECTION X-XIF J NOT FULL INSTALLED PER. MANUF. o HEIGHT SHEET - O K SIMPSON HETA20 w/ (8) 10dx1 1/2"co NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK ���) SCALE: N.T.S. S6 @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3A"=1'-O" FOR ADDITIONAL INFORMATION. @ WOOD 1ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SPACER BLOCKS 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS N 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 TRUSS SEE FRAMING PLAN FLOOR TRUSS O0 SEE FRAMING WEEP SCREED o z T ,2 PLAN ,. a 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)1Odx3" @ 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"=1'-O" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6) 1/4" x 2 1/4" TITEN SCREWS TO MANSONRY WALL PER STRAP WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. �— B.U.C. (8)1Od NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION SEE SHEATHING SPECS ON FLOOR 1/2" GYP. W.B. MIN. @ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT. 5 8'-611. (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 °. de O.° d. .. °. d III : .. 0'. 1=III-III- III=_TITTII=ITI=III-III-III II 1� -III„III III ;III ;III ;III ;III- (3) #5 CONT. ON 3" 8' l 1'-8 l 8 ` MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3A"=1'-O" S6 ADDITIONAL SLAB INFORMATION. G` FLOOR SYST M 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM IA/AI 1 re P-\/A rel1A1 r%IA-%r%AAA (2)- 2x TOP PLATE BEYOND 15/32" OSB EXPOSURE F F SHEATHING w SOLID 2x C BLOCKING @ ALL j C SHEATHING 0 (SEE OIAEDGES OPENING SECTION X-X n. 0 C x it w x E w 2x STUDS BEYOND. _ m SEE PLAN 0 O 4t"" "S" = NAIL 3/8" PACING 3/4"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/ 7/16" 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 T�7 SFFA �pw 44N 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 MINIMUM Y" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THANy". Z O NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL C7 O NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL LL = O NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL 0 QD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. ai O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.G. J o lJ w/ 8d COMMON NAIL Lu o LL 0 cr PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER F > ¢ K O cn w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. 0 o w Z w In � O (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL cv w 0 MEMBER IF GABLE END 00 LL W LL NOTE: rc WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 \ 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER N I , I SEE FLOOR PLAN NOTES FOR 4;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 o N�FRipR N� E PLAN FOR SE N 0 REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / (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 1.4xW 1.4 e WWF OR FIBERMESH ° °. ° M - IM MII—II ° °" ° ° d. ` III=III = III=III—III ° ` ° M S6 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". 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 4'4 (2) (3) (2) (2) (1) LSTA30 97-16' (3) (3) 1 (2) (3) 1 (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) 1Od NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. ao FINISH GRADE 1111, 1 o z (3) # 5 REBAR ON 3" CHAIR —1 4" l V-8" I W/3" MIN. CLEARANCE ALTERNATE FOOTING ry @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3A"=1'-O" ADDITIONAL INFORMATION, S6 CV O CN CO 00 4. S Lo ?_ ¢ Cd 3 P z W �;., 'C O f, ❑ t y_ ' ". n w ❑ z Q LI) a) E -0 o W L .i 0 M N 5 fn z. �/ M W Z) 0 u o U .N LuCN Q� 0 Lv. cO E M -0 a ❑LU V) w0� uu�~ 00O W�¢�zoHf- a ¢zO ~ ¢xJwp��WLLOLLJ DiwgzELL0z� 0 (— F_ ('f Ou)o OX00mzz -10a>zYoZzw0W0a U) Z i�< <73_UJz 200Q OW E3 ? oQz�¢ LL¢ O H-¢LL O O N Ow f— I--I O C) rCL e) LL � Q W Q Lr� ro '--I Q}aoo Z W l0 co — 00 r ' 0 r- O N C:) N C)04 N N O N O N O N O N O N O N O N O 6 N ,,CDC, 6 O O 6 O CO N A CD N d' CD � 0 O) CD O 0 CD O 1 � .o 0 N 0 M 0 4 0 L6 0 (fl 0 Il: 1 Z Z O -z_ c: uj U 0 0 W W �� z zw�Ll =m0Z O Lij z 3 J Q �2Z� 1"'� z Z Ova>- %" 0�0 �zI a z J a OU 0 m� a Z 6 z z J Lij N 0 O 0 N LAST PLOT DATE Apr. 16, 21 STRUCTURAL Z . 0 j DETAILS -MONO DOOR JAMB (REFER 1x4 1/2" DRYWALL 1/2" DRYWALL DOOR JAMB (REFElg\l DOOR JAMB REFER 1x4 1/2" DRYWALL TO PRODUCT P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN,x4 APPROVAL FOR C 3 1X 4 3-1/4" LONG X 3/16"0 1x4 P.T.3/16"0 FURRING X 3" LONG FURRING (2) ROWS 3/16" x 3-112"TAPCONS FURRING TAPCON. INTO STAGGERED @ 16" TAPCON 16" O.C. & 4" @BLOCK@ 2X8 SPACING 1 „ DETAIL O.C. 2-ROWS INTO x.. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS " 3 DETAIL 1x4 P.T. & 1x8 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 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T, w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" ////// x 3-1/2" TAPCON @ 16" 1x4 O.C. & 4" FROM EACH TAPCON @ 16" O.C. & FURRING END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 1 Odx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" o.c. 3-1/41' 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 X4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45" DIAGONAL (4) 10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU —� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW---' ANCHOR INTO ARCH BLKG, PER INSTALLATION DETAILS 1/4" MAX SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2'-0" 2 x 8 BUCK - CONNECT TO BLOCK WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. 1/4" MAX EMBEDMENT INTO K.) 2'-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON T INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL THRU OSB INTO 2 x 8 B-B ARCH DETAIL rK SCALE: N.T.S. SS SECTION A -A 8" 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) 1 Od NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAID. SECTION B-B 8" EQUAL PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC PROPER INSTALLATION MAX. $ FILL SOLID BOTH CELLS #5 REB, (TYP,) STD. 90' HOOK (1 ±5' NOTCH WEB AT FIRST 2 COURSI 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4YV 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 GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 318" 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 BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR 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) LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE EXPANSION STRIP THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE. * 6 MIN. LAP SPLICE W/ COVER PANEL REINFORCINGWITH I TH UPPER ER 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 REMAIN FREE OF MORTAR. NOTE: 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 MAYBE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK, JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4'Y." WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS (1) #5 BARS CONT. TOP WITH MIN. 3" MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL FILLED CELL PER FOUNDATION PLAN kR YP.) THE :S <k OVFRHq� TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL- SCHED. W.W.M. AT PERIMETER WHERE THIS CONDITION OCCURS COVER kD. ° I —I i I —III —III —III —I I I I- D D i I 1=1 11=1 —I 11-1 11= D ° I=1�I IfI GRADE D .. D . � r, LI ° M D. 17 z gyp. (2) #5 REBAR. MIN. 3" 16" MIN. COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" PRECAST LINTEL I IKIA('(`CDTAQI C IAICTAI I TIf1MI FILLED CELL INSTALLATION ( H � SCALE: N.T.S. 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 1 Od @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAMIOKTA @ 12" O.C. w/ (4) 1/4x1 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 SCALE: N.T.S. FILL 1st4 COURSES SOLID W/GROUT :a FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS, OVERHAN a: e 2 X 4 #2 SYP SCAB TO SIDE OF RETROFIT WALL OVERHANG DETAIL (NTS) TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" * DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. (2) 10d NAILS @ 8" O.C. TO TRUSS TOP CHORD 1'-0" 6-0" 'TN PLYWOOD SHEATHING ]6 Al-fINISH BLOCKING AS + REQUIRED TO SUPPORT + SOFFIT ENTER SO IT SEE ELEVATION Nil FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = 1'-0" SS cg:r: cuGP:T n2 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" o . .. 4> Y #5 BAR CENTERED W/ 90 H D IN TOP o D .� KNOCKOUT/ N - — _ o ° CHAIR BLOCK MONO FOOTING D SIZE AND REINF. PER PLAN I — ° AND SECTION DETAILS -I CLEAN FILL I .D DIRT D z ° STANDARD o #5 BAR IN ° 90` HOOK N FILLED CELL ' STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"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—IEXISTING FOOTING RETROFIT FILLED CELL DETAIL (2) #5x6' IN CONC. FILLED CELL 4" SAW CUT A SECTION j SCALE: N.T.S. SCALE: N.T.S. N 0 CN r - e Lo o co t; %9 c uo yTy TF { s a 3 1Ewa z LU f ... w 0 Z a ^, E � uU W L o\' C) cy) ti 5 N V -0-0 v ,, E t o 2 o LL 00 VJ N Q •^N, U w Qv W L 0 EM � t� i cn Lu SQ¢ w~zLU W l-W OW 0wU)L0LL QU ¢OXn0z2 Dwzww �0f ¢z0a 0 � ocngooRoocno wizwcwz cnwaww2WaoLLzWoV5600 � -¢o ow Doz a�a7ma U- O O r4 Ow V N O z Q co O Ln O)z u) U- ce W e LA ce a_ (yi a- 2: ,--1 > Q Q 00 Z � F— Z wLu �O o w o0 o N O N o N CN V 0 CV 0`0 N N 0 N 0 N 0 N 0 CV O O N O o O O 00 N A N 0 CD o O o O 0 c o L i 0 N 0 cy) 0 It 0 L0 0 C4 0 1` I� > Z Z LL - owv W W U H Uo�o I— ~Ctwa Lo Z z w I`_ ~CD0z =H=Z LD Z j J > Q � �- �ZW a. Z Z 0 m Lu �zz Q z r-■1 = Q p ry ■ z U Q J � O� O W � a Z z W J Lu� _Z N O O LAST PLOT'DATE Apr. 16, 21 STRUCTURAL .. Z 0 DETAILS-RETRO FIT SCALE: 2' = 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. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) DR FT ST P 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 1x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: 1 z" = '-0" MALL SYP CUT TO FIT aRS IN WALL 2x12 SYP BEARS IN WALL -2x6 SYP 2x4 PT NOTCHED INTO STRINGER - AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS VIEW "A" SCALE: 1" = 1'-0" E I 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 -A 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" SECTION D-D -3/4 PLYWOOD ON DECK —2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILEC 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE STRINGER CONTACT POINTS SCALE: 1" = 1'-0" 72x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS SLUED AND NAILED TO STRINGER DRYWALL SPACING ALIGN THIS STUD WITH FACE OF 2ND RISER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "B" 3/4" RISER CUT TO FIT MAINTAIN BETWEEN" AND 1" 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/ 4' X 2 a' TAPCONS @ MAX. 32" O.C. G.1 SCALE: 1" = 1'-0" ALIGN THIS STUD WITH FACE OF 2nd RISER TOP OF STRINGER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "E" SCALE: 1" = 1'-0" E SECTION VIEW SCALE: -' = 1'-0" -3/4 PLY" ON DECV —2x8 SYF AND NE FRAMI< 2x4 DRAF' STOP 2x4 BLOCV C - 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP ITN -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS -2x4 BLOCKING FOR 2x12 SIMPSON A35 - 2x4 PT UNDER 2x12 OR LSC EACH STRINGER— OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 2x12 SYP [STRINGER 2x4 GLUED AND NAILED (EACH STRINGER l SIDE) TO BOTTOM EDGE OF 2x12 STRINGER / PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 4' X 2 4" TAPCONS @ MAX. 32" O.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C" SCALE: 1" = 1'-0" FLOOR TRUSS OR CONN. TO BOTT GIRDER, FIELD VERIFY OF NEWEL POS- PER CONTRACT (2) LAYER -I'EDGE GOLD OSB OR PLYWOOD OR 1 '1 16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" F-1 PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST BLOCKING 0 1 /AI K UUIVO I KUU I IUIN UC I /A1 L0 (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" ALL JOINT VALL TO R JOISTS) FUD NAILED AND ) TO TOP PLATE JT INTO RIM BAND, ) AND NAILED TO NG WALL BELOW ALL JOINT ✓ALL TO R JOISTS) 2X B OCKING SIMPSON MTS 2 w/ (14) 10d x 1 1/2" AILS - D OR 3 RIS VARIE L POST LET INTO 'LOCK IDE <ING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) LOOR TRUSSES 2X STRINGIIR 2X BLOCKING SECTION VIEW "H" SCALE: 1" = 1'-0" N 0 N =:`N , U. M1 1 0 ek. Lo 4 e $ Z W f" cl --- LLJ z a E W = -0 `! U 7 n M cv N V Q-0w d arm } A' W L L M O u o 0. O LLo Q Z U }< •N V w Q_N C N EM L o LuW rVWQOXJ(o�wLLUQ,0Q ou w "EO OLu _j � zE W�a w2_J a z �I- L� Q Q U Onn DWzu-Z2_, a Roomoz U O Ocn90 �CCLL >YeWJO00Q a Z�O gWQW< - pQ = '0 E<9 U- O LL CD CD N ow " O O rn U) J U LL zuQ < Lu Ln u < CO ~ Z � w Jo l0 J CO CO - - � O N CD N O N C�Cq 1 O CV O CV O N O N O CV O CV O CV O 0 N � 0 O 6 �- 0 ob N M 0 � 0 O 0 O C) O O N 0 O O C 1co.L O coN N c- O O M O 19T O LO O CD O ti 1 �> � z Z o oWcn wUH� Q UoEE0 �— 0OfW� u, W)-0 z zX�� =mOZ F- Z 2 Z 3: > Q z xr-I z z W Q 0 fo,_j2Z ULu LnZz Z T__1 =QO ~ ry■ Z U Q J OU 0 F- W a Z ST Z z W J Lu It NLAST PLOT DATE Apr. 16, 21 . . Z 0 STAIR DETAILS J ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI NET AREA COMPRESSIVE STRENGHT = 1900 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • REBAR PER ASTM A615 GRADE 60 • GROUT PER ASTM C476 F'G = 3000 PSI W/ • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION MAXIMUM 3/8 INCH AGGREGATE AND 8 TO 11 • 7/32 INCH WIRE PER ASTM A510 INCH SLUMP. • MORTAR PER ASTM C270 TYPE M OR S GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU 2. SHORE FILLED LINTELS AS REQUIRED. OF CONCRETE MASONRY UNITS. 3. INSTALLATION OF LINTEL MUST COMPLY WITH 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG 03-0605.05 AND 03-0605.04 NOTCHES AT ENDS TO ACCOMODATE VERTICAL CELL 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE REINFORCING AND GROUTING. MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE LOADING WITH THE FOLLOWING EQUATION: BOTTOM OF LINTEL CAVITY. 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO APPLIED VERTICAL LOAD SAFE APPLIED HORIZONTAL LOAD + < 1.0 THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. VERTICAL LOAD SAFE HORIZONTAL LOAD SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUTE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM NEXT LONGEST LENGTH. 10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN. 12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: T-6" LINTEL TYPE 8F32-1B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads CAST-CRm SAFE LOAD - POUNDS PER LINEAR FOOT YpE LENGTH 8U8 8F8.OB 8F12-08 8F16-0B 8F20.OB 8F24-OB 0RO 8F32.OB 8F8.1B 8F12.1B 8F16-IB 8F20.18 8F24-1B 8F28.1B 8F32-iB 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 7 8672 10294 111809 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 3009 3470 1451 2622 4360 7168 45 6036 19 7181 19 8328 20 6-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 37 8825 14 7-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 8467 44 6472 15 Y-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 13302 752 1 1245 1843 2564 3486 4705 37 6390 47 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 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 2805 3552 540 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N R. NR NR NR NR NR NR NR 458 783 1370 1902 2245 2517 2712 15'-4" (184") PRESTRESSED N R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 300 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N R NR NR NR NR NR NR NR 235 420 1 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N R. NR NR NR NR NR NR NR 180 340 598 845 1 1114 1359 1468 22'-0" (264") PRESTRESSED N R. NR NR NR NR I NR NR NR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR129 1 250 450 654 884 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS CAST-C/srn SAFE LOAD - POUNDS PER LINEAR FOOT TYPE GTH LEN 8RU6 8RF6.OB 8RF10.OB 8RF14.OB 8RF18-OB RF22-OB RF26-OB RF30-OB 8RF6.1B 8RF10-1B 8RF14-1B 8RF18-1B 8RF22-IB 8RF26.1B 8RF30.18 4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4'-6" (54"j PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 3699 5206 6639 8060 9479 10893 5-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 13966 1167 2481 4567 6389 8060 34 7917 19 931119 5-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 10 8060 39 7402 19 8706 19 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1825 3120 5048 7915 9479 10893 32) 7'-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 8998 19 10893 48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 999 1568 2253 3129 4150 5891 47 SAFE LATERAL LOADS FOR 8' PRECAST & PRESTRESSED U-LINTELS C��Rm ^" � SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REINF. CMU* 2'-10" (34") PRECAST 1293 1642 2135 T-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 734 Y-10" (70") PRECAST 340 339 607 6-6" (78") PRECAST 507 721 483 T-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 IY-6" (126") PRECAST 284 401 178 11'4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 15'-4" (184") PRESTRESSED N.R. 259 82 17'-4" (208") PRESTRESSED N.R. 194 63 19'4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS C„�.C444" ''"'�' 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 Y-10" (70") PRECAST 382 381 687 6-8" (80") PRECAST 595 788 510 7'-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4A37-4494T4 SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8 iT 8F121T 8F16 iT 8F201T 8F241T 8F281T 8F321T 8FB-2T 8F12-2T 8F16-2T 8F20-2T 8F24.2T 8F28.2T 8F32-2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1016 1632 1 2290 2949 1 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 T-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 T-6" (90") PRECAST 727 23 1021 1634 12 2102 (11 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113315 147115 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 914 15 1185 15 1458 15 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 11'-4" (136") PRECAST 474 485 798 15 1034 15 1272 15 1510 15 1749 15 494 599 1028 1422 1738 2053 12369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 115115 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 8 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968 1324 8 1625 1 1874 1 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 230 364 609 897 1224 g 1562 14 1801 14 17-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 347 1 446 1 546 12 646 12 746 12 166 261 1 424 616 831 8 1057 14 1225 14 21'-4" (256") PRESTRESSED 142 198 306 1 393 1 480 1 567 1 654 1 142 230 369 531 713 7 903 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 10 124 200 1 316 450 600 (7)1 75612 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST W/ 2" RECESS DOOR U-LINTELS CAST-CRm SAFE LOAD - POUNDS PER LINEAR FOOT YpE LENGTH 8RF6.1T 8RF10-1T 8RF14-IT BRF18-IT 8RF22-1T 8RF26-IT 8RF30-1T 8RF6.2T 8RF10-2T 8RF14.2T 8RF18.2T 8RF22.2T 8RF26.2T 8RF30.2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 2525 3374 4224 5074 5924 T-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 (8) 1952 7) 2442 6) 2931 6) 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 1640 15 1980 15 2322 16 395 589 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR * SEE NOTE 18 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO, 4 GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 O O LINTEL PLAN UNIT'1871- 1ST FLOOR PLAN 1 /491 = 1'-011 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE FG- o° 0 G 0 o 8F16-1B/1T 8RF14-1B/0T Q 0 °a 0, 0. ° c °a - G ° u)o 8" PRECAST LINTEL W/ (1� #5 HOR CONT BAR & (2) COURSES OF 8' K.O. BLOCKS o W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED O ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° 4 1-1/2" CLEAR C.M.U. > G J L awzw� Lu v °A16 #5 REBAR AT o N z BOTTOM MIN. (1) aLLUO,;,REQ'D r (7 m N i° GAUGE POWERS IQ- LLn � VI STEEL BOXED � a LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION 2. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS 3. IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR 4. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS ¢ z � Q _ c7 00 Z Lu Ln - `.° o 0 O 7-5/8" ACTUAL 8" NOMINAL WIDTH TYPE DESIGNATION - #5 REBAR AT TOP MIN. (1) REQ'D -1/2" CLEAR C.M.U. #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) F = FILLED WITH GROUT / U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/1T NOMINAL WIDTH NOMINAL HEIGHT QUANTITY OF #5 REBAR AT TOP s" S N O N � (, 1 4 un O LO Q s` a Z LLJ LLI z a n` , E �M o _(D L CO 5 V co t o } 0 u o 0 u- S v a Z ups } .N W D N V W L OcO E� 0 LLI N W p 0 � Ix zgaa¢w- Qp¢¢u-0O0J OQ Ox�LLp2p�Q-?aZZ¢Ow�¢=j~OW wa C0 A 0 Z aO7az�W 05 > w0 pazYOZZL-ao WO�Hpw OQo�U¢ 00z a ¢ ■ O O N OW > U) C) O z Q M Lr? Lr) LL ce Q uu < 00 Zi- W Lu -i C) CO e- CO T-- OO T-- O N O O r O N CD N O N CD N CD N O N O N O O6 N & O i O O - 00 ON N M CD 0 O 0 O O O N O C:) C 1 O L L a) r- O N O cM O d O �n O C4 O ti 1..� Z Z O LLJ Uj LLJ fn a Un � ~ W LU .V Z ZW~¢ lr ~ =m00Z I- Z 1 '' nn v Z 3:J Q'. %-mzw Z Z � 0 mz MM W ■ Q Z r- Z CO Z Z 2Qp ~ C� OU o � m S11- Q Z z z W 1871 Lu N O LAST PLOT DATE ApF/1?22 1 STRUCTURAL ■ ■ 1--0 O J DETAILS '�11 II�811 I milllmml ■� 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" l'-6" PRECAST 2) D4.5 WIRE 2 No. 3 6740 9462 9462 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2) No, 3 2912 5318 5318 5114 5114 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 2038 3722 3722 3598 3598 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 1566 2859 2859 2772 2772 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2) No.3 1453 2654 2654 2574 2574 54" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1127 2013 2013 2000 2000 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 964 1636 1636 1712 1712 6'-6" 5-2" PRECAST (2) D4.5 WIRE 2 No.4 796 1454 1454 1435 1435 7-6" 6'-2" PRECAST (2) D4.5 WIRE (2) No.4 639 1167 1167 1152 1152 7-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 619 1130 1130 1115 1115 8'-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. 4 398 727 727 582 718 114' 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" 1 V-2" PRECAST (2) No. 3 2 No. 5 312 570 570 391 570 13'-4" 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" 134" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 522 522 360 499 (2) No.4 15-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 473 473 328 455 (2) No. 4 17-4" 16'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 357 357 254 352 (2) No. 4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 277 277 202 281 (2) No.5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 256 256 188 262 (2) No. 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) 7/16 strand +(21 24'-0" 22'-8" PRESTRESSED l2 l No. 3 No. N R 164 164 124 179 N.R: NOT RECOMMENDED DETAIL "A" DETAIL "B" DETAIL "C" DETAIL "D" TYPE DESIGNATION P-PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S - SOLID LINTEL I LOWER INTELfA1ITY [8x l I6-P-1 L/ 1IU] NOMINAL WIDTH J `QUANTITY OF #S BAR AT 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(1)#5U (I)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U (1)#5L (1)#5U DETAIL'H' DETAIL'J' DETAIL'H' &'J' DETAIL'K' 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 9550 10000 10000 10000 4'-6" 3"-2" PRECAST (2) D4.5 WIRE 2 No. 3 7207 10000 9863 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE (2) No.3 6614 10000 9053 10000 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 4843 6687 6635 7320 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 3940 5211 5402 5641 6-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No.4 4350 4350 4225 4314 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No.4 3206 3206 3063 3183 7'-8" 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'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2625 2625 2421 2607 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 2153 2153 1 1881 2139 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 1777 1777 1 1448 1766 1l'-4" 10,-0" PRECAST (2) No. 3 2 No. 5 1568 1568 1222 1568 12'-0" 10'-8" PRECAST (2) No.3 2 No. 5 1439 1439 1075 1439 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 1354 1354 981 1354 13'-4" 12'-0" PRECAST (2) No.3 2 No. 5 1232 1232 849 1232 14'-0" 12'-8" PRECAST (2) No.3 2 No.5 1149 1149 760 1149 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 1419 1419 850 1347 (2) No. 4 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1291 1291 775 1270 (2) No.4 17'-4" 16-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 993 993 600 1084 2 No. 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1035 1035 478 936 2 No. 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 961 961 446 872 (2) No. 5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 834 834 390 763 (2) No. 5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 720 720 366 716 (2) No. 5 (2) 7116 strand +(2) 24'-0" 22'-8" PRESTRESSED (2) No. 3 No 5 642 642 306 599 ;Y \ DETAIL "H" DETAIL "J" DETAIL "K" TYPE DESIGNATION P -PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S - SOLID LINTEL I LOWER LINTEL CAVITY [I8xl L/1IU] I6-P-1 NOMINAL WIDTH- J NOMINAL HEIGHT `QUANTITY OF #5 .1 AT 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 1 L SOLID #5 (2) U (I) 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" -4" PRECAST (2) D4.5 WIRE (2) No. 3 2970 4965 4401 4401 4'-2" -6" PRECAST (2) D4.5 WIRE (2) No. 3 2654 4449 3965 3965 4'-4" -8" PRECAST (2) D4.5 WIRE (2) No.3 2400 4030 3607 3607 4'-8" -0" PRECAST (2) D4.5 WIRE (2) No.3 1966 3390 3053 3053 5'-8" -0" j4'-4"4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1193 2290 2085 2085 6'-8" -0" PRECAST (2) D4.5 WIRE (2) No. 4 1764 1763 1578 1578 7'-8" -0" PRECAST (2) D4.5 WIRE 12) No. 4 1409 1409 1188 1267 9'-8"-0" PRECAST (2) D4,5 WIRE (2) No.4 1000 1000 1 686 1 903 DETAIL "DE" DETAIL "DF" DETAIL "DG" TYPE DESIGNATION P - PLAIN LINTEL/ j' QUANTITY OF #5 BAR AT S-SOLD LINTEL LOWER LINTEL CAVITY [8xl I6-P-1 L/1IU] NOMINAL WIDTH) II `QUANTITY OF #5 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)#5L (1)#5U (0)#51- (1)#5U (1)#5L (2)#5U (1)#5L (1)#5U DETAIL'E' DETAIL'F' DETAIL'E' &'F' DETAIL'G' 2'-10" 1 -6" PRECAST 2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3' 6' 2-2" PRECAST (2) D4.5 WIRE (2) No.3 9383 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 6766 8225 9200 9445 4-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 5104 5671 6345 6345 4-8" 34" 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'-6" PRECAST (2) D4.5 WIRE 2 No.3 2787 3088 3369 3369 6'-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2560 2560 2723 2723 7-6" 6-2" PRECAST (2) D4.5 WIRE (2) No.4 1992 1992 2112 2112 7-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 1921 1921 2035 2035 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No.4 1792 1792 1862 1897 8'-4" 7'-0" PRECAST (2) D4.5 WIRE (2) No.4 1679 1679 1699 1776 9'4' 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 1411 1411 1319 1489 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 1186 1186 1014 1251 11'-4" 10'-0" PRECAST (2) No.3 2 No.5 1074 1074 854 1121 12'-0" 10'-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" PRE( IT (2) No.3 2 No.5 859 859 591 896 14-T 12'-8" PRECAST (2) No. 3 (2) No.5 804 804 529 838 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1207 1207 605 938 (2) No.4 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand +(2) 1095 1095 551 887 No. 4 17'-4" 16'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 836 836 426 763 (2) No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 655 655 340 645 (2) No.S 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 607 607 317 601 2 No. 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) 7/16strand + 488 488 260 493 (2) No.5 (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No.3 (2) No.5 399 399 217 412 TYPE DESIGNATION P- PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S - SOLID LINTEL I LOWER LINTEL CAVITY [8x]6-P-1 L/1IU] H NOMINAL WIDTH NOMINAL HEIGHT `QUANTITY OF 15 BAR UPPER LINTEL CAVITY DETAIL "E" DETAIL "F" DETAIL "G" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U DETAIL'L' DETAIL'M' (1)#5L (1)#5U DETAIL'N' DETAIL'L' &'M' 2'-10" 1'-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 9313 10000 10000 10000 4'-8" 3'4" PRECAST (2) D4.5 WIRE 2 No.3 8548 10000 10000 10000 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 6261 10000 8605 10000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 5095 8995 7007 9811 6-6" 5-2" PRECAST (2) D4.5 WIRE 2 No.4 6871 6871 5482 6814 7-6" 6'-2" PRECAST (2) D4.5 WIRE (2) No.4 4693 4693 3976 4661 7-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 4456 4456 3785 4427 8'-0.. 6'-8" PRECAST (2) D4.5 WIRE 2 No.4 4047 4047 3443 4021 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No.4 3706 3706 3144 3683 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 2954 2954 2445 2937 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 2384 2384 1884 2371 11'-4" 10.-0.. PRECAST (2) No.3 2 No.5 2082 2082 1590 2082 12'-0" 10'-8" PRECAST (2) No.3 2) No.5 1895 1895 1401 1895 12'-6" 11'-2" PRECAST (2) No.3 2 No.5 1775 1775 1279 1775 13'-4" 12'-0" PRECAST (2) No.3 2 No.5 1605 1605 1107 1605 14'-0" 12'-8" PRECAST (2) No.3 2 No.5 1490 1490 992 1490 14'-8" 13'-4" PRESTRESSED (2) No.3 (2) 7/16 strand + 1948 1948 1093 1591 2 No. 154" 14'-0" PRESTRESSED (2) No.3 (2) 7116 strand + 1774 1774 996 1494 (2) No. 4 174' 16'-0" PRESTRESSED (2) No.3 (2) 7116 strand + 1368 1368 771 1264 (2) No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1084 1084 615 1095 (2) No. 5 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7/16 strand + 1008 1008 573 1048 2 No.S 2V-4" 20'-0" PRESTRESSED (2) No.3 (2) 7116 strand + 877 877 501 966 (2) No. 5 22'-0" 20'-8" PRESTRESSED (2) No.3 (2) 7/16 strand +2) 850 850 471 923 No. (2) 711 +5 24'-0" 22'-8" PRESTRESSED (2) No. 3 (strand 2)No. (2) 740 740 393 772 Elm DETAIL "L" DETAIL "M" DETAIL "N" TYPE DESIGNATION P - PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S-SOLD LINTEL -] I LOWER LINTEL CAVITY [8x16-P-1 L/l U] NOMINAL WIDTH L QUANTITY OF 15 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl6" RECESS DOOR HEADER DETAIL "L" DETAIL "M" DETAIL "N" TYPE DESIGNATION P - PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S-SOLD LINTEL -] I LOWER LINTEL CAVITY [8x16-P-1 L/l U] NOMINAL WIDTH L QUANTITY OF 15 BAR AT NOMINAL HEIGHT 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 UPLIFTSAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)UU(0)LL SOLID #5(2)U(1)L DETAIL'DH' DETAIL'DJ DETAIL'DH' &'DJ' DETAIL'DK' 3'-8" 74' 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" 2'-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" 34' 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 3839 6'-8" 54' 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2976 2976 2676 2737 7-8" 64' 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2292 2292 1918 2121 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1563 1563 1113 1455 } 1 } DETAIL "DH" DETAIL "DJ" DETAIL "DK" TYPE DESIGNATION P- PLAIN LINTEL/ QUANTITY OF 15 BAR AT S - SOLID LINTEL LOWER LINTEL CAVITY [I8xl L/1 U] NOMINAL WIDTH) I6-P-1 L QUANTITY OF #5 BAR NOMINAL HEIGHT J 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 REIN FORCEM ENT-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 00 7/32" STIRRUPS AT 4'-0" cc 00 000 M (TIED OR WELDED) Ln Ln BOTTOM BARS v SEE SCHEDULE 7 5/8" NOTES: 1. MINIMUM COVERAGE OF STEEL- 1.5" 2. MN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL -ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT (PLACED IN FIELD) 2" 2" 00 M ca =;:z M fN M 11/ " 11/ MIN, � MU 7 5/8" TOP LEG BARS: (SEE SCHEDULE) (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 32" STIRRUPS AT 4'-0" cc ED OR WELDED) )TTOM BARS NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL RECESS LINTEL SECTION PRECAST CONCRETE CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#51-(1)#5U (1)#5L(2)#5U (1)#4L(1)#5U DETAIL'O' DETAIL'P' DETAIL'O' &'P' DETAIL'Q' 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 4'4" 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 5'-4" 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 10000 6'-6" 5-2" PRECAST (2) D4.5 WIRE 2 No.4 8629 10000 6741 10000 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2) No.4 6266 6603 4891 6909 7'-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 5967 6199 4657 6477 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No.4 5430 5524 4236 5756 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No.4 4961 4979 3869 5178 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 3865 3838 3010 3973 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 2984 3021 2320 3118 11'4" 110.-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" 11'-2" PRECAST (2) No.3 2 No.5 2269 2269 1577 2269 13'-4" 12'-0" PRECAST (2) No.3 2 No.5 2034 2034 1366 2034 14'-0" 12'-8" PRECAST (2) No.3 (2) No.5 1878 1878 1225 1878 14'-8" 13'-4" PRESTRESSED (2) No.3 (2) 7116 strand + 2413 2473 1338 1974 (2) No.4 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 2199 2199 1219 1846 (2) No.4 1T-4" 16'-0 PRESTRESSED 2 O No.3 (2) 7116 strand +" 1698 1698 944 1546 2 No.4 19'-4" 18'-0" PRESTRESSED (2) No.3 (2) 7116 strand + 1348 1348 753 1330 (2) No.5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 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) 7116 strand +(2) 1023 1023 576 1121 No.S (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No.3 (2) No. 5 898 898 481 947 �.. i DETAIL "0" DETAIL "P" DETAIL "Q" TYPE DESIGNATION P - PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S-SOLID LINTEL I LOWER LINTEL CAVITY [8xl I6-P-1 L/11f1U] NOMINALWIDTHJ1J `QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x20" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)UU(0)LL SOLID #5(2)U(1)L DETAIL'DL' DETAIL'DM' DETAIL'DL' &'DM' DETAIL'DN' 3'-8" 2'4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 7665 10000 10000 10000 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 6054 10000 8442 10000 4'-2" 2'-10" 2'-6" PRECAST 2 D4.5 WIRE () 2 No. (J 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 7-8" 6'4" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 3338 3338 1640 3122 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 2158 2158 936 2036 O CD LINTEL PLAN O O UNIT '1871' - 1ST FLOOR PLAN 1 /811 = 1'-091 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 ##511 UU(O1 LL SOLID #5 (2) U (1) L DETAIL 'DA'j 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. 3 864 995 995 831 831 6' 8" 54' 5-0" PRECAST (2) D4.5 WIRE (2) No.4 662 816 816 650 654 64" 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 542 669 669 462 537 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 396 489 489 261 393 4 DETAIL"DA" DETAIL"DB" DETAIL"DC" DETAIL"DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x24" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)UU(0)LL SOLID #5(2)U(1)L DETAIL'DO' DETAIL'DP' DETAIL'DO' &'DP' DETAIL'DQ' 3'-8" 24" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 9620 10000 10000 10000 4'-0" 2'-8" 2'4" PRECAST (2) D4.5 WIRE (2) No. 3 7599 10000 10000 10000 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 6796 1 10000 9505 10000 4'4" 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" 44" 4-0" PRECAST (2) D4.5 WIRE (2) No.3 3077 10000 4325 10000 6-8" 54' 5-0" PRECAST (2) D4.5 WIRE (2) No.4 3765 7387 2901 6831 T-8" 6'-4" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 2693 4979 2069 4671 8'4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1552 2996 1183 2844 4 + a \ r TYPE DESIGNATION •: •. •:. ?. P - 91.Attd L,TFlI p�11TITY ff S - SMM LF Ir L . LO{fEt[I8XI6-P-IL/IU]N9141OL ].W vim] DETAIL "DL" DETAIL "DM" DETAIL "DN" DETAIL "DO" DETAIL "DP" DETAIL "DQ" TYPE DESIGNATION 3- -� I w LY1fdT¢EL� Y T [8x1I6-P-IL/IU1 ovik off WLddVIAMAT TYPE DESIGNATION P-PLAIN LINTEU QUANTITY OF#5 BAR AT S - SOLID LINTEL I I LOWER LINTEL CAVITY [8x1 6-P-1 L/l U] NOMINAL WIDTH) Ij L QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY AL LOADS (PLF) SAFE W ORKIBN,GLINTELS Total LengTh Type 8"x8" PLAIN 8"x8" SOLID 2'-10" Precast 2082 9235 3'-6" Precast 1325 4624 4'-0" Precast 1041 3358 4'-6" Precast 858 2635 4-8" Precast 810 2459 54' Precast 663 1940 5-10" Precast 583 1624 6'-6" Precast 486 1396 7-6" Precast 403 1134 7-8" Precast 392 1100 8'-01, Precast 363 1037 8'-4" Precast 318 981 9'-4" Precast 222 772 10'-6" Precast 156 600 11'-4" Precast 132 651 12'-0" Precast 111 593 12'-6" Precast 98 544 13'-4" Precast 82 475 14'-0" Precast 71 429 14-8" Prestressed N.R. 417 15'-4" Prestressed N.R. 369 17-4" Prestressed N.R. 257 19'-4" Prestressed N.R. 184 20'-0" Prestressed N.R. 167 21'-4" Prestressed N.R. 138 22'-0" Prestressed N.R. 127 24'-0" Prestressed N.R. 100 N.R. = Not Recommended N 0 N F LID 00 V. LID tea, , kf) c. , u. < 1' W .+ c U*r e fiCT 5 F L 0 ° :s _ G W Z Q = to'E ^` col 0 W L ' 0 � Ln V -000 0 M t OM 0 o _j 0 a �8 i u�� U..I �N C •nN1 V W L� cO lJ V E M C) a a LLu y �LLI LLI aw <n w0H w~Q wg� w zIx Z 2JU)0 W LL `D Q U Q f- Q0 nLUO� JO =ox z�l, ozm, F-Q~ oln��o OYOOMCZ OZ cnwawu�wwwin��¢�16 J0a>ZYaZZ�Owo�a wwaN <'L Q~LQLIO�H� 0 Q O Q Z Q Q LL Q ,� u a 0 0 N o_W V C)I�-I C) `M O Lr) J a a Lq Q Q 0o z z w Jo J cfl 00 00 O O O O N O N O N O N O N O N O N O N F d� O F O F O F 00 OI N M C)� N 0 0 O 0 O 0 O O N CD O � 0 � � o 0 0 0 0 0 >_ Z a ( LU )� . �aO� 0 CL T �- Z zLUF-~ ~m r� 0Z 2 V j W Z �2ZW ILLLL Z Z M� 00 Q Oa w (0Zz Z T--I 2 Q 0 ~ ■ ■■ Z U �L Q O V 0 a � iz Z Z S12-1871ui 0 N O LAST PLOT DATE Apr. 16, 21 z Q STRUCTURAL DETAILS �Imwm x9awnwel' irs'av;h Af t ARDcking Nuts Back Cross Support (MAY be Cut to M Right Bwket 11.6 Gauge) 9 14 Self-06fing A/C Unit StAturn Edgt Curl xdue wap Typ serail . - 3 front) t Front Cross Support May be cut to W) Left Brackit 16 Gatti' fia�kCrnds Support Inte AX Una Rottown Side � Typ i r-A -. 3 1, a c h side fa r h v rri ca r 1.J v-4) Raletell SLA Derr -wing aiiiii.1lie opcin rarAinur f- eaoff zp;ziIj Flonda Department of Business 8 Professional Regulation Building Codes end Ste ridards Produict Approval Application Detail poquldf Ill 41= :P kl�:: ,IIIIIIIIIIIIIIIT [E i � "N na. out- am. Posull'as we IN". V-d- M."Llaoux. Wdwl Erat3arvarB Lacmcsm validated RV vdidulad S.1drAtuarl Fire App-al Ann, ShIous Re"'or, 2020 L".-I Pietas, t_ J.- shurn.l. Z.J.'y W prus't Loch R-dan RE nna*" 0W'Evr4zo 0SO(g2020 16113^ 2M ADDI�-d C.I.gwy-. Flooring 502) 3011511 PIE-74021 (334) 300.1800 SudsCittegory: Mtkar Rodfind on", Evaluation RtPoIllorrI a Florida Reeaftred A,,hhek we Limised i'loddi P,cg-.w rn;'._ FUM767S-R6 Products. ORWRY Assures AnorTnead tot Use Aywowicl for Use hum Palm 8-0 # .Number " Ile- Product D-JUSIon caindract ExcilEffieni2ft outside HVK iltulrlI =M 1 "acrnp systorrici DW 1001,18 DMC 15052, UMC 176'5. DMC 2M. 12131202.5 yek No NIA -oy- laq Dix SV Florida DiapartrrNof Business '& ProfessionW Regulation Building Codas and Standards Product Approval Application Detail P.. 1 .11 115=21 Contact L,,U,m Ja Uo"'sa vallwad By wrs"04 sol"MIRd Fire ADMVVM AIrXQWU Slow, AM�Iso, 2020 Sinai Vent plodkAas MichaelIr., Michaelr-n., Mamas F. Naero P E Looko 8CWdan P.E. 121150M 12PE2020 11r232'i120 AWiwed C.t.g-y; Su"ZI C-Pn-t. 077) 44i.s�,66 PE-73770 034) 3WI800 5-bcallm' prolchs a Result 1.1cigs-n-t- Nca^ Technology Coinpil- M.1h.& E-1-fion R. F'wd, Rea'W" 14.00ol w A U="%"'r 7dric. pnorfea"wal F"An- PLAIN22-RO Product, glalktyAidwaneo azatiludIdLIal Adswowd for Us* hai 21fix 22" 52L122LZI= =der PInjurl *1141sdiun r aw" 1 n' T11141 Funvlol F�iwa.d V�nfiio Vert I �al P102111 Y Vas' IVA 2 Sriar't Madol 1184a 1 , flv Dual - 1 FFi-fond � 't 12a211 Y WA , 0('lf, 101i a n:undlrd FIVA 11"I I 201,12021D Y.� ye, NIA 'ICKII 1017 ,uraied FI+s A ."eat1 =112 02V ft,5 Yes NIA IlrdaulvvnC Model tl 540552 1 U&Quot Iianugo Mawr Flood kledt 1'J.3112OZ0 Yes yes, Nil% NIA Wood Viall b-d.b,d ql- V_-a 12wro20 Y_ Y. RIA -10rF 10 7 snarivent W.'&wr' $40.$T4 14 5&q.0t: Game Doi fi-vdVent 120117020 Y" yes WA WA !�jd. bum Version MEWAM R&+45_ 2020 Thwr'rex-Tru Cwporadorl r-,degorr Fwl,.w rim, &,1oC.Wgnq: 9-gIng =xd _M�nnnaes O-VU- M.-h-d 1-9-Report ". a Flond. R�,tdMldh tcJ a a U-sad FI-J. FL*MM-R4 fooducts Professional a jnear 1 R"b'co, C" I- d Smooth -star 2 b Th.-Irm Frin-Classi, and Sm-h-61si c The',rr Teal Pib-M-k end la-Ah-Sire, 4 d Thu-.-T. 71b.,Clsssl; and 8-0-St., 5 e. Thtm.-Tric Flicer-Classl- and Snoolh-aar 6 1 Thenrno7ru Filer-Cfa Eno -Smooth-Saor 7 V Th�rrnoa-Tru ribr,r Cli;and 5-0-Mar a h 9 I. Tha=ru FinerO.sw and 5n-ch-SLI, Florida Department of Business& Professional Regulation Bulldirrg Codes and Standards Product Approval Application Detail Eft u Conrail IdIian"T&IJ-059 vallilated ft tnd- F. Scl-crt, F.E. Ryan J. Kris, (600) 643°761C+ PE-43402 (81 a) 767-655r, sjespersonO'lirsinaatIu r, P." I Ma 1f7,2rQI Due RAI Data Pending me Wallal 8145MMW FOC ArsiduXiii bmwix! a" D7123mm 071171;107D WrZar)070 1=0WO App-ed Pr,e,,t 0,wicition Quality A%swand, Cdttract Exn&aUan pia Appro"dItir Use in HYNZ AWrand For Use Ovuld, NVHZ Invacl get Dalton PMMM N-w.1 AAWA'a aqudilnpacrAqud, Op-o'. mlowl No Yee Y. WA Connp.Ie HI;* Rtr-oass am gl,e 1)9w Onladnwo"Anq: xwnllouieftn) Nworol sgngja &tP6t:.'dp8ducr Ora- 121SI.02MI, Nq Yes Y. WA C-q-1. Ho. Rbyi SW ra. U- WRh SideNWS) 0n$W1nor4U5WinT XO, OX4,r OXO owfigu in.nct1w,0 Nwr1 8909398 Aqiu;1,iV.c1AquaN, Opaque 12ntro"l N. Yes y� N' C"Mire Hoe Fib"Jir- Doistia Dow mir, or enlhog $dehtes rhswnIoWtPwng: Vr 09X0 Nrnul B&A39;0 &qjW,Irnp-I8quoL Opr, 12131 n021 N. y,',r Y. WA12r-r-1 le Edge Fibeiplans 4ino. Dew (Jljqwjni;j'o' Iru"Jl� K rWXnstrdn) NV*01 664n;o opoA 12731>i`021 N. yes Yas WA. conqr,00le Hoe ritqoc D'_ Mir, scelite(si Yruvrnadcx w,n, XO. Oxor 0X0 'CMIMS) Nwninal 6W" &cpc!,wact4Qum Ovaqud 12731f2021 Na Yo Yes MIA Owns- Flue po" Do�". 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January 14, 2021 PRODUCT APPROVAL SPECIFICATION SHEET,zo2„ 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 1 1 1 1 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 M I Windows and Doors Series 420 FL15332.1 - F L 15332.5 +40.0/40. 0 psf 12/31/2024 PGT Series 5570 FL251.9 4114/2021 C. SECTIONAL Wayne -Dalton Series 800018100/8200 #1105 (8X7) FL8248.3 + 3 1. OJ-35. 0 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.1 0 +30.0J-33.5 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL1 1537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG M I 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 FL1 5351.1 +55.0/-55.0 psf 2/16/2024 C. F D(E D MI Windows and Doors Series 185 FL15349.1 + 60.0/-60. 0 psf 4/3/2023 PGT Series 5520 FL243.5 N/A 4130/2025 D. MULLION M I Windows and Doors Series 5764 FL1 5353.2 N/A 12/3112024 PGT Series 5500 FL261.1 N/A 5/26/2026 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING N/A 12/3112023 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. Off 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/-971,5 psf 12/10/2025 E. ROOFING 11LES Boral Tile Villa 900 FL7849-27 - FL7849-28 N/A 12/3112025 Boral Tile Saxony 900 :FL78419.16 - FL7849-20 N/A 12/3112025 F. METAL ROOF Gulf Coast Supply & Manufacturing, LL 0.032" Aluminum GulfLok 16" wide roof panel FL1 1651.2 R3 N/A 4112/2024 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 6130/2021 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 FL1 58.1 N/A 5/21/2022 Commercial Concrete Products, Inc. Hight 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) 4-A C_ U) _CZ > C- Florlda [*partmert of Business 6 Professional Regulation Pepe I Utz 2 Building Codes one Standards 117rZodl 2 (3) 2 Product Approval Application Detail (3) o CU (D C/) CIO TVrNc R.'Asi_ Wadi" 20210 Th--T,. C.M.O., CIO & U-q" L Shnrt4t, P VNINdatel By Ryac, J KL2, P E vmdorod alitomid.4 c7rllnzo a1,11 2'La2D FOC AovmvA 07,12�.S020 Ap,.r.vvd I M ITO 20 $term Apwd -0 0 -0 C"OoLar E'W� Doors PE-0409 IV- -66'�_9 0 SobCltegory: 5*noRp Eiderce 000 Assenr4rilts ,aw. r4thernnalm co 2 Oanplienra Matto* E,silugtlon Rtoort. Ini,n A in 0 0 FIdHd.R,g1siae4 , hectcxaL1�s*drWd% II,of-al Errimr 0 ILL. FLff2Q41-0--_1ft,d=V CIO CZ Quafth, A-cLau". Awa,,od! 1. use AM- for IS-- L-M Dealn. CU 0 > :�7=d*!L 1,11b,, or Maine, product D-11 C-b-A Fyhrall.. Dole In HVKZ ola"Id. -VNZ Rud,4.4 Pro U) - _0 F= I F4.1-Chlard and ft-th-8w, N�_. 01 S#8 &q..: I"I'aa&q.dc op.urii. ZQ I 'Ile, I Y yes Y- 1A Zw,prifte Edge Merglass Single Dow It, ? b- �&,el 13661130 Ad..; op.qp. ye, Y_ NIAVJ 0ornposare Edge Fibrlrya� Z�Injje Dow with C_ CZ 40 'Mounsrkionq) Thm-Trij FoGki,,in and OrnwAii-Sidr 12rl'W21 k!" I- Yew' NA' Cm. P-. edge Fiberva" usublo Dow'"D or IOMW S"Itts XX W QM ewflguPaticm as d7hom,.Tau FkrIlskc aod:Snxxwter Norn Open- 1 "'Zi `red V, yes NA I__P. Fop Fiberglass angle U x-figurat-) 5 e. Then ,nu nl-ck-k and s-N-sts, KIM. Brad saguo &dudt:inrD&cx&c1uV; opowt 72/311_021 Yes yes Yes WA r.4. Elp. Fil-0-Sing., Dow wr1h (_WSPDuWWft XO OX 0 0xo cuLft'gKon I 5 T TheIrne-Tru Filter -Classic and arrnoVh•Star il--lix2l Yes yes reni NIA C.-Wass, Fbargi- Double Dw aAh or .1h-t Sidela. rivo-gickd-rr, XX o, oxxC fig�a, I 1`5cr-Clit.rd and 50-th,11A, r"_1 meal &qUMI.Paccaduot: Cozad =2171Q021 Y. Y yes WA Caske Edge Fbersimiss Singe Dow ,hM;rr;.1DuhwinU, X �Iiourafion) Tr. T"=a-Tru and Smowin-Slar. Non Mal 45#:6 &Qua: lrnpacmqjot: Glazed 42,n1i2021 yes yes Tft NIA Swriposift Edge Mer0a$$$1n*Dow .fth Y. r- IWA Omposito Edge FRoergass Double Dow will, or Whou'r sksaft!" 4insweigiOurrvaWrM xx & 0x'KC I D I 7he-Tri, Nbce-Ciam and Sneolh-Star Iw acar3a"n Y. e NIA CwWaske Edge Hcerroass Single Door -WeVurtcrldng: x""riguraidonj 11 k Thrartra Tru pdue'-classic and 8moolb'sir -_w 8As36'o c4aae1 iZ 1e21121 Yes Ya yes NIA n-Vosa. Edge Fiberglass Slagle Dow With Sdalttresafins X0, Ox or oxc -4puncluor,l) 12 1 nr uc-,Tm Fthar-, lassie and a-th-Star M-od manC) CA-d yes yeo Y.. NIA Clonip-ne Edge Fil-9--s Daurao Dow Wan ce wrih out Sidellat t4rutendWOtaxing: XX or 0XK0 13 M. 7h enTrl FfidorfiCkmk and SMS04349r Nornkilt SSZ39;8 Opoinie 1Z.2V2021 Yes y", Yes N/A 5".N4. Edge F(barg Single D-4th &,aj,ANea,np.dr&qsw: Sldonte(,) C."II'Vocts'sirw XO, 0y, or OXO twiliguralsons) 14 Ir 11ra-T- Fiber -Classic and Suriotistar Now -al 3"34'6 chq- 1"'1)1021 ycs Y. Y.s NIA C-ro;K. Edge Fdierl)iRss Double Dad al, Sdejaos ="cowgrunldon) Is and Smeat-lier '4"u,.i iswv'o apad,h"p. Ito.ot; opridr Imlac2l yes Y" yts WA Cvrr,rri2 EcrQo HiergErhl% -4 �rae Dad wishdqu U Noollnppoilpol Sla=11"i (r,"*TV0V"rW xo' ox or OXO cariligrimbonel pTtlahna^Tne FIber-1,-iosak and $Mrdrrftr Non1d1al sat39110 Aqua:1010a&AW Opaque 12I11rAZI le, yes NIA C,wW,rtA. Hoe Rherous, Double Do. Wdh $1delthil 17 Ir Till -Tor FilerCU.11 and Ssroolh-Siar Nrand'el ftuldOpaque 12.'ziaa21 y,c, Y. N. WA IwWosaa Ecip. Fcbe,g angle IN.w to gl,9utsr4rtg; x dantgunamn) 15 1. Tir-7no Rb-1;1cask and Snoodn-Slar .45 8qaMNW4,Tact&WIA; Cold., NoW'01 Bum, 1213UM21 yes yes No WA aurrup- 6c Edge F.b.no-s Single Dow with &dplibals) X0. 0. X ff OXO -fiou'v-, 110 'mow awq;t owq I ZQ I QN Z I Yes lo No WA Edge Nberolls Double Do" Will or a rrhwt Sidelitas 0nwAn4K)uIwnT XX w 0)0(0 W'rQ4,,%3da) 2D 1 Thasre-Tr. Fib.,O.Asr. and Snnuh-Star No"e"ad J4,036".0 SWxI11w.IM.'AQ"*' op.... yes Y. Ne WA Coc,,cp%ILc Edo, Flbso S.gl. Dow Jh,h,q�00-,,Arar x _11n)". '") 21 -. -3- 1hb7Fiblassil aid Bnr�l CZ., ag',25 li &q.cLN.-InrV..Aqc1; Opaque izQt,=I yes Ta.YF No WA COM"'re, Edge Rber(,N&ss Sir oe Dow 10&h SdaI[Ie 1) (inv#v9oC)dtw0ng. X0, OX or GAD e_I'D, l 10 - oil 22 Thermo-Try 71kr-C1ksslp end $rnoctn•Sihr 'k-,*4 B&IN3'90OP*Qe 1 zl3 1 al 0 2 1 yes Yes No N'A 0-wo Do. .41 XX or 113 ^v ThmIt�Trui Fber-Clftssc wId ftwr.:mr Ntelftsl S"311:6 clacec 12f39202 I Yes yts NO NO, Cw,r'asIta Eo" Flrelglass Shngl. Dow `k-K.wfig..b.n) 24 Thw--T,u Firb-01-si, end Srnaa,rSiu, RIA'.al S"Wrl &QJwWw1rVe`cI&u0d; 01-c! 19MI12921 N. NIA C_a,rposir, Ease FIWI;la" Shigic, Dcior VRh �:'dorws) W, OX or o)'D 25 and Nrceridn"I 6&*3$;6 Glazed 174IIJ2071 Y. yes ft, NIA Cti-wask. Edge Flbeoa% Doable Dow wth w -9-L 1-defiles (1-ingl0iii-ing; NX ., C= _krual; s) 25 rh-Tru Frbt-lassie and S.0,A1,3M1 Nardii.1 9;3a',Q &q0wNwM4M.t&q..t: Glazier; 12nIrm1 Y. No NIA F�MapIxIrie Edge Fiberglass langig Dow X cwlquiat,cn) 21 1. Th-TTO FMCkalC . Id SM=h,'Xar Q-0 12MJ2021 yes pas No NIA ,oiWosr* Edge Frbolem Single Door .1th F'Ja4'' xc' oxw 0>.O co'Suralials) 28 Ib rh-Tr. FiibClh: -d N�-,W 89939;0&WntNon I.VreMWal. 01-c, 1213tP.021 Ir,, N" VA Edge Frbgl.. 0-ril. Dow wd, o, (1nrw1nW0u1m1nrr: XX or CXM "Mfigsr*IiMIO Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pad. 1 a sua Kdltk-q 2di 2dir 7vpb V*Fwov marliffactUiner caw Engineer A Li4ormi vAAd*W by yeadmad submitted Fol- Approval APPravedl Status Rar'19en 2021 Tn�=Mcrrv1'w;,oNMM e" "'swl'on Up". F. Sch"11"t, F E. q"' I mg, P'r I all 1/2020 W1 2192D 07rO12020 IWI312020 Apr-.d Cceer;.V7 Exton. Door, (8CM 843-79N P6434W (813n7r-S555 SubCocarrory: Sdraging EAerfor Dow Asserrdles cornpilance Method: Repro fwna in F-d. R.49-d Architect or . Li -sad Fkrid. P'014amona Engrneer Asauanca A-,-df,U, Aure-d I- Use 11 Cost- sagA aw-vor w "all Emd-fit 09's"B& 0 In HYM 919AIRgr H Rjail= PIft3lini nbe"OIasslc and opowt No yes No WA C,covoox. Edge Fiberglass S'npi. Do. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paw iuO Code EWIV 1196 0-0 Da® Peodirrid Gral. mm y4csoal marrufam vIdIdaded MA1111= Fac hand a] Agiv 11tv'skri ;S_' 101 Wndoorg ond onm BINItsitclo, Luis Roberts Lmes 164"A M Urn. PE 10a06r2020 1010(400 $011171In 2ar'g520NI Axraysd catepary ENIWIvr Dods (717) lkr�'VIW PE-621114 017i 31744S4 SuhCatelsdry: 811d1mg Ezlerl'w Dc,ov A-suAlis Cornpll,ldeil Whod, EVablorron Repoli fro-0 a Flund. Regi-Jored Anhilack . a Lioc-d Florida OWIty A-L Apoall-d for U fiLindr-d! for Us. I.Paol D"ran frb N-Ir dMM Rosisdar) 420 ALUMINUM SGD SER1E5420ALUMINUMSGDQX0 2*:f.1024 N. Y" No NIA 14�-314!Iquol&Uquot NONIREINFORCED 2 SERIES 400ALWINUMI SGD SERIES 420 ALLWAINUM SGU OX, XD, XX W 12024 No Y. W WA N0N-REINFORCED 3 LFRiSS 420 ALUMINUM SOD REINFORCED SERIES 420 AL"NUM SGD REINFORCED 0X0 12,31/2024 N,, Yes N. WA 14p 34rsquwaMquot 4 �PJV, 420ALUMINUM SOD RENFORCED sERHL$ 420 ALMNUM $GD REINFORCED OK 1 Val/2024 No Yes He MIA x0')lx WWctu904I'1Wcd 5 SERIES 420 ALUM MUM SGD 9EWFORGED SERIES 420 ALWNUM SOD REINFORCED MX I1f.31120Z4 No yes No WA 1434,quot xl966quct Florida Deparlurnsent of Business & Professional Regulation P.9a I r: Florida Department of Business & Professional Regulation Building Codes and Standards Ikrm Building Codes and Standardis Product Approval Application Detail Product Approval Application Detail . ...... .. . 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WIslcimu III VinStilling Zda6s Docr 4,2011 Yes'. vrn Yes 'L'A' QMNyAsaucw* Auviog Im Via AaDro," t& Use "nom 9411w 21qA NwIrsar a Nam DIIIII&L21acilw9au in outside Raindirlyt Pirouluer 3 V W5 _16#35; Max MM 14059'AW MelgftP, (�Iaz)rg 1 2611w231 No yes yes .31.00;.35.00 a irsbla r I. -now'w'we "atim 101 L) COX I D W&Z o x 1123 'i6aAMS; Mu width. 148439: May ineorit GhIng 12i31r023 N. I*s Yes 30.001.23.60 ..'adlebte in top Or fhttM6d4tt tcctl,cri zr� co > 0 > 0 =3 0 0 C/) 00 -0 n Q CZ LLJ _J SHEET NO. PA 1.0 Florida Department of Business & Professional Regulation Page I ell Florida Department of Business & Professional Regulation PI I m 2 Fiarida Department of Business & Professional Regulation Pige I of I Florida Department of Business & Professional Regulation Pure I bill Building Codes and Standards 21 Building Codes and Standards 5 N 21 Building Codes and Standards IFa2021 Building Codes and Standards W2D21 Prxtom#Approval APPti:stion Detail ProducApproval APplicatNan Detail Protu Approval Apll icatixiT Detail Product Approval APP Nicatloo Detail .: .. - t ,, , LI I1 1 _ : _ : ,.. _. - s: _ - I I. r- ,...QQQ EMffiv >�@. QU 2eltE,'rin Ing 9 5. r' ky 41n, 2s �' Daly Prue= R a d l.:I 0I PS:fntulaT plait Wiry w 2419 DM'im Fbrsaing.,. 9 ,Titre Yana wartsia.F rs+i as!. 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Yes MAR NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page E a I e9=21 QQK tial: Q& $ %5.Mt ez - Enerneor& Ugrrfa YaiidaUsd lHJvalidated SLtodftd FttCATmaaral AvII 31 Rellsion 2c20 CAST-C:RETE UB,h LLC Crarr2IF�tdms Mllift*0edei3coo-CER #ssnr.w iliftBI-VAL 11,r19r"520 re0r37fc5i"z0 19i37r202)) APPnn^ad Carr.I St-LIMral Components V913i c21-6641 (78s13fYti9f suPCaingolyz FrodiMs sn"0urad as s Resuft bf steer.®err cue"rNel+s. min NFa' Teemnoa9gy cempaalca Method: C 11 kabon II or Listing FLrNM,R1 titre gaol W.And 39u2tt Numtwr W Name Quality Assurance Amravtd for Usa Awrov"far UN PB,29LW Is I'diln COW W Ea{plr,01- Date kLd!dz Dt$sid, !#SIFIF Imps R_01diog.etEi�lfL Gallon = Ron Sraanp Celere t Lewis 4, 6, 5" and 21sch Wide Wait 1351212022 Yea iris WA N!A Ell N1 (n Ca ( U O i_ fv 0 O ^L 1.L +� a) a) CO At VJ O O Q = O LL CIO • U) -0 EO O Cn a)N L Q O Q .� ``�^^ VJ a� 0 r"""' M U OW (D V / � O Q U o- n rW^ A./ I M0 W w Q Q n SHEET NO. PA 1.1 T- TIl:L II pFs i.!Ia`�� I 4_0 (3) (3) (3) > 0 (a) CL 0 07-M,"on, Simpson Strong -Tie 2020 FBC Approved Products Updated 1213012020 E= Simpson Strong -Tie 2020 FBC Approved Products Updated 121SW2020 EM= Simpson Strong -Tie 2020 FBC Approved Products Updated rl EM= Simpson Strong -Tie 2020 FBC Approved Products Updated 12/3M2020 0 C= For dirmt inks to &H SSTpprcnalo listed b0cw, For direct links to all SST approvW5 hated bom, CL I CK HERE, For dir"t itrk% to all CST oppinoals li�teclbalow, CUCKHERE, Far dirt links to all SSTappro.6 wed below, C �IK A RF, -0 For adol informatxi regarding Florida's Statewide Produ:t Aqprwail System. and Ytiarn-Dade CoUntypterjoe of Arceptance dNQAy L For additional informil regancill Floddri'sSlatevade Product Approval System and Miami,. Dade CounifyNcifice of Acoeptance (NOA), faj�!go, r1gliE For addirvur information regarding Piorida's8latewide Product ApprovaE Systenraind Miami .0ade Courdyarofice of Acceptance (NOAI, Faaddkional infouration regardi Foilda'sStaterwide Product Approval Systerrand Morm-Dride CounteNdlee of Acceptance (NOAi, (3) C)�'to 17020517 FL#11 D449-B FL#1 04.&�-R5 11 HUS� HUSC series hangers Face -mount hangers available in widths ranging from 1 -M3- = M -(10 1 9116" and heights rarigiing from 4-5)16" to 11". Concerialed flange (3) 0 C) 70 Seg# Producrt Model. Number or Wine Product Description Sag Product Model, Number or Name Product Description §2g 4 Product Mode 1. IN u in bet or Wrin q Product Description version (HUSC) available for models having width equal to or C") •(3) 1 Titan Stainless Steel Concrete & Masonry Screw (TT14-SS) 114" diameter Titen, stainless steel masonry screw 1 A21, A23, A33, A34, A35, A44 Angles 1 BT.BTB,BTH Brick Ties greater than 3-9/16`_ = 0 2 APA21 . APA4, APA6, APVA21, APVA4, APVA6 Outdoor Accents Angles 2 CMlST1 2, C MSTI 4, CMSTCI 6 Coiled Straps 12 IUS series hangers Face -mount hangers available in widths ranging from 1-7t8" to 3- 0- 3 APB", APB44R, APVB66, AP966R, APE88, APBaBR, APB1OIO_ APB1 01 OR, APVB44, Outdoor Accents Post Bases 3 CS1 4, CS1 6, CS1 8, CS20, CS22 Coiled Straps 5/8" and heighisranging term 9-V4' to 16' 0 U_ = - - FL#9589-116 APVB44R, APVSM, APV266R, APV888, APVBMR, AFIVS11010, APVF3101 OR 4 CSHPI8, CSHP20 Coiled Straps 13 LCU3.25-SDS, LGU3.63-SDS, LGU5.25-SIDS Face -mount hangers CZ 4 APDJT2-4, APDJT2R4. APDJT2-6, APDT2R-6. APVDJT2-4, APVDJT2R.4, APVDJT2-5, Outdoor Accents Deck Joist Ties 5 CTS218 Compression/Teision Strap 14 D.124, LUZ6, LU28, LU210 Face -mount hangers 0 > Steel # rn Product Model, Number or Name Product Descriplion APVD-JT21R-6 6 DSP, SSIP, TSP Stud to Plate tie 15 LUC265Z, _UC210Z Facemourrit hangers 0- I SO10112D213 Outdoor Accents Ccrnnecto r Screw 5 APHH46, APHH46R APHH610, APHH615R Outdoor Acc-ents Heavy Hanger 7 2 HI, HICA H2.5A, H3, H6, H7Z H16, 1416S, HIS-,1416-2S Hurricane Ties 16 LUS series hangers Face -mount hangers available in wkKhs ranging from 1.9tIV to 4. 0 _&1` 2 SD91 12. S09212, Sl)*l 0112, 8)10212 Strong -Drive SO Connector Screw 6 APL4. AR_6 APT4, APT6, APVL4, APVLg, APVT4, APV76 Outdoor Accents L and T Bearn4o-Column Ties 8 HGT-2, 4-3T-3, HGT-4 Heavy Girder Tiedown 5/8" and heightsianging from 3" to 10-15/16'. Cf) 0- 3 SD9112SS, SID92212SS Strong -Drive SD Conned tor SS Screw 7 Alol APLH24R, APLH26, APLH26R, APLH210, APLH2-IOR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MGU3_63-SDS. MOUS-SDS,-SIDS, MGU5,50-SDS, MGJ5.l MGU7,00-SDS Face -mount hangers (10 CU 0- 4 "1614, SDCF2!2700, SDCF2' 'F221014, SOCIF22434, SDCF22512. SMF22 218W, SDc Strong -Drrve SDCP Timber-C F Screw 8 BVLZ Brick Ye ureer Ledger Connector HSS2 -SC51 5, HSS2-2-SDS-3,HSS2-3-SDS3, H55-50S.5 Heavy Stud Shoe 18 MIU serie es hangers -mount hangers available in witt"s ranging from 1-9/1 - Face 6" to 5 -0 U) < 50CF221113A SD221334, SDCF271 9r5S, SDCF272,la 9 CBT2Z, CBT4Z Concealed See rn Ties 11 HST2, HST3, HST5, HST6 Straight Straps 118" and heights ranging from 6-15116" to 19.112". 5 SDCP22434, SDCP`22512, SDCP2'2614, SCCP22700, SDCP22858, SDCa22912, Strang-Odve SDCP Timber-C P Screw 10 CJ73Z, CJT4Z, CJTSZ, CJT6Z Concealed Joist Tres 12 HTS16, HIS20,, HTS24, HTS2E, HTS30. HTS30C Heavy Twat Strap 19 MUS26, MUS28 Face-mourd hangers SDCP221100, SX-P221134, MCP271400 11 LIJT14 Deck Joist Tie 13 HTS01 61<17, HTSQ201KTZ Heavy Twat Strap 20 SUR, SUL. SURC, SULC series hangers Skewed face -mount hangers available In widths ranging from 1- 6 SDHR274001 SOHR27614, SOAR31400, SCHR516'4 Strong -Drive, SDHR Combo -Head Screw 12 DS Dry Vaal Stop 14 LFTA Light Floor Tie Anchor 9110" to 3-9/1 &'and heights ranging from 3-1 M 6" to 13-314"'. 7 SDS25112, &DS25134, Srr&?!2nS: SDS25212, SIDS25300, SDS2S312. SDS25412, Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4, FC6 Frarrang Clips 15 1 STAQ, LSTAI 2, I-STA15, LSTA18, LSTA21, LSTA21, LSTA30, I-STA36 Straight Straps Concealed flange version (SURS, SUILC) available for all double SIDS25500, SDS256GO, SDS25800 14 FWANZ Founcatlon Wall Angles 16 LST14-q, LST173 Straight Straps 2X and 4X models; only acute flange is concealecl, L 8 SD6251125S, SIDS2520OSS, SD825212SS, SOS253DOSS, SDS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GA1, GA2 Gossett Angles 17 LT 620, LT640 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-9/16" to 9 SDWF2716, SDWF2720, SDVvF:2724, SOWF2726, SUVW27110 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2.5T, H8 HlOA-2, H10S, H14, HGAID Hun ione lriu, 18 LTS12, LTS16. LTS18 LT= Light Twist Strap 6' ervd heights ranging from 2-618'to 11-114'. 17 18 HCJTZ HH4, HH6 Heavy Concealed Joist Tie Header Hangers 19 20 MGT IVST27, NIST37, MST48, MST63, 1,45T72 Medium Girder Tedown Straight Straps FL#1 0007-R8 19 KBS1Z Knee-3race Stabilizer 21 "ASTA9, NSTA12, MSTA15, MSTA18, MSTA21, Ml MSTA30, MSTA36, MST.A49 Straight Straps Fl_*f0667-R8 20 L301-50,L70,1_90 Angles-- 145TCZO, MSTC40, MSTC52, NISTW6, MSTC78 Straight Straps ,U" Product Mgdal, Nuirri gr NgMe Product QSri plion 21 LCE4 Post Cap 23 MSTC48E,3, MSTC66B3 Pre -Bent Straps Product Model, Number or NiED2 Product Description 1 ATR3/B, ATRI/2, ATRW, ATR3/4 Threaded Rods 22 LWO, LW, LS70, LSW Skeyrable Angles 24 MST126, MST136, MST148, NIST60, MST172 Straight Straps I BA series hangers Top flange hangers available in widths ranging from 1-9/16" to 7- 2 ATUD5, ATUD15-2, ATUD9, ATOD9-2, ATU09-3, A-RID1 4, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjuslablee Slar Stringer Connector 25 MTS12, N7516, MTS18, MTSM;, NITS24C, MT530, IATS30C ULedium Twist Strap 118" and herlightsiranging from (-118'W 30", 3 1311`318-2, 6PI12, BroV2.3, BP5/3-2, LIP&&3, OP3/4, Blo-Nd-3, BPRTUD3.4 Bearing Plates 24 ILSSJ261-2, L43SJ26RZ, LSSJ28LZ, LSSJ26RZ, LSSJ2101 7, LSUJ21ORZ Field Adjustable Jack Hangor 26 lyCA2x10,12, NC,4202.12, NCA,21016� NCA2,00-16; andging 2 DGBF series hangers Top flange hangers available mWdrirlstanherig from 3-56"to 7- 4 CNW318,CNW1r2, CN4518, CNVV314, CNIN5T4Q, CIAV314-518 Couper Note 25 LSSRI 81, LSSR2.i. LSSR2,37, LSSR2.56, LSSR210-2, LSSR410 Field Adjustable Slop esbl"Ikewa ble Hanger 27 RCVVB12, RC" S 114 IN10 Bracing 1/8" and herightsranging from 9-114 4to 24°% 5 CTLID55, CTUO65, CTUD66, CTUIC705, CTUD76, CILJD77,,CTULSy7, C7LD88 CTULig7l COUping Take -Up Dever 26 LTP4, LT05 Tie Plates 28 RPS18, RjPS22, RIPS28 Repair Plate Strap S DCPF series hangers Top flange hangers available in,oadrind ranging frorn I-1/21' to 3- (;TUD98, CTUD99 27 ML25Z, N11-9-4Z, ML2SZ, MI-282, ML21OZ Angles 20 RSP4 Stud to Rate Connector 5/6" and hergirlisarginq from 7-114"' to 24" 6 IIS, N4, N5, N6 Heavy Hex Nuts 28 MMHS Roof Tic -Down SO SP1, SP2 SP4, SR5, SP8 Stud Plate Tie 4 DQHF series hangers Top flarrige hangers v,,ailablo invadl-is ranging from 1-431'4" to 3- 7 RTUD3, RTIJD3B1 RTUD4, RTUD4B, RTUD5, RTU03, RTUD7, RTUDS Ratc--heting Take -Up Device 29 MIMHC Hinged Roof Connector 31 SPH4, SPH6. .SPH8 Heavy Stud Plate Tie 518" and heightsianging from 9-114'to 24". 8 TUD9, TLK)10 Take -Up Device 30 MMLU26, IMMILLI25-2, IMMILL1243, MMLU28-2, MMLU210, MMLLA211, MMLU139. MMLU1311 Face Mount , Hangers '52 SS1'5, &4;2-51 853T S$4'5 Shed Shoe 5 EGS, EG7, EG9 series hangers Top flange hangars available in widths ranging from 5-1/4" to 8- 9 1 UW138 fake -Up Washer 31 RSC,RBCP Roof Boundary Cips S3 c, 9, STI 2, ST 18, ST22, S r2gr, 5T217-,, _ST21 15, Lfl-221 b, sT T21 b, s rOZ24, ST02W Straight Straps 7/8" and heightsirangIng from 11" to 32-1/2". 10 URS3 3/8" Uplift Rod Run Tiedown 6),*tem 32 RST -1 Roof 7la-Down 34 TB=T1227, TB30, TB36, T84, T848, T85A, TP56, TM Tension Bridging 6 EGO set" hangers Top flange hangers available: in wdithsianging from 3-5/8" to 7- 11 URS4 1/2" Uplift Rod Ror. Tiedown System 33 RTC-227, RTC42, RTC2Z, RTC44 Rigid-ieConnectors - TWI31 0, 1WBI 2, TWBI 4 Wall Bracing 1/4" and heights ranging from 11 11V to 37'. 12 URS5 518'Uplift Rod Run Ttedown System 34 STC, STCT, DTC, HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Gi,der Tiedown 7 GLS; series hangers Saddle hangers available in wicitte; ranging from 3-1/4" to 6-718" 13 URSO 314�'Uphft Rod Run Tiedown -$)stemr 35 TJQ37, TJC57 Truss Jack Clips 37 VVIBI015, VIB106C, W5126, WE126C, WE3143C Wall Bracing and heights ranging from 8-1/2" to 28". 36 Z2,Z4,Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangars available In widths ranging from 3-114^'to 7- 118" and heightsiranging from 11" to 3Z' FL*1 0441 -R6 FM-MI-M 9 HB, series hangers Top flange hangers available in widths ranging from 1-9116'to 7- FLMgM7-B2 102" and heights ranging from 6" to 30'. Sag # Product Mod 1. N-unritrer-or Wang Product Q.O.SO.Ptlon $eq it Product Model. Number or Wring Product Description 10 HGLS series hangars Saddle hangers availablie in widtfis!anging from 5-114" to 8-7)8" 1 DTT2 Hold-down Sea # Product Model, Number or Name Product Description 1 CBH2 376.5, CBH2.37x7,63, CBHS 37r9.75 Concealed hangers end heights ranging from 10-11Z'to 28', 2 HOC1014F HDCIQ'22 HrAd-d cr,,m I AHEP Adjustable Hip -End Connector 2 DU, DHU, DHUTF series hangers Face -mount (Dili, OHU) and top -flange llDHUTlc) hangers 11 HGLT series hangers Top flange hangers available wvoid mis ranging from 3-1/41o, 6.. 3 HDO8. HHDQ I I, HH0Qt4 Hold-down 2 I)SC214-SOS3, D-SC2L-SDS$, DSC5R-SC.$3, DSC5L-SDS3 Drag Strut Connectors available in,eldths ranging from, 1-9flo"to 3-S/16" and heights 718" and heights ranging from 7-1/22' to 3Z'. 4 HDU2, 1-101,14, HDU5, HOW. H3U11, HDU14 Hold-down 3 G Br, Gable Brace Connector ranging from 911Z' to 23-15116", 17 HGLTV series harpers Top flange hangers available M widths ranging from 3-1/4" to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCPI,81, HCP2. HCP4 Hip Corner Plate 3 FIGU3.633SIDS, HGIJ5 25-SIDS, HGL15.50SDS, H(3L5,62-SDS, 11GUTOOSIDS, 1AGI-17-25- Face -mount hangers 1/8" and heightsiranging from 14'"Icr 3V. 6 LSTHOB, _STHD8RJ Strap -style hold- down 5 HHRC2-2, HHRC42, HHRC42-2, HHRC4/1.81, HHRC44, HHRC5 25/3.25, HHRC5.3713.12, Heavy Hip to Ridge Connectors SDS HGU9.00-SDS 13 HIT series hangers Top flange hangers available in widitisranging from 2-5116"to 3- 7 MASA,MASAP Foundation anchor strap HHRC66 4 HGUS 5enes hangers Face -mount hangers available in widtirs ranging from 1-518" to 7- 9/16'and heights ranging from 16" to 26". 8 MPAI32, MIDAI44 Strap -style- purlin anchor 6 HRCA.Ai , H FZC22 Hip Ridge Connector 318"'and heights ranging from 12-7/8" 14 HUSTF series hangers Top flangejoisthangers availobtein widths ranging from 3-1/8"to 9 PA18, PA22S, PA28, PA35, PASI, PA68 Strap-stylis purlin aichor 7 LRLl LRU28, LRL210, LRU212 Rafter Hanger 5 HHGJ5,25-SDS, HHGU5,60-SDS, HHGU5,62-SDS,HHGLJ7.0O-SDS, HH3U7,25-SDS, Faoa-mount hangers 3-9116'and heights ranging from 13-118". 10 PAI18, PA123, PA128, PA135 Strap -style purlin anchor 8 ILSU26, LSSU28, LSSU210 Light Slopeable/Skewable Ll Hanger HHGU9,07-SDS 15 HUTF, HUCTF series hangers Top flange hangers available in widitisranging from 1-9/16" to 5- 11 STHDIO, STHDIORJ $1rap-style Hold-down 9 TBE4, TBEG 7nussBearing_ Enhancer a HHUS20-2, HHUS28.2, HHU,9110-2, HHUS40, HHU546, HHUS410, HHLS550I10, Fact -mount hangers 1/2" and heightsiranging from S-7116'to 15", Concealed flange 12 STHD14, STHD1 4RJ Strap -style had -down 10 TC24, TC2e. TC26 Truss Clip HHUST25/10 version (HUCTF;availablefdr all models having width equal to or 11 THA29, THA213, THIA218, THA218-2, THk222-2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSLIL HSURC, HSULC series hanger-. Skewed face -mount hangers available in widths ranging from 3- greater than 2-gA6'. THAC42"r THA426, THA422-2, THA4264 1)8" to 5-1/8" and heights ranging from 4-3/4" to 15-314". 16 HWP series hangers Top flange hangers available In widths ranging from 1-9116" to 7- 12 THAN $1122, THAl2.06122, THAl2.1/22, Ti-LA1222, THAI322, THA13-5--, THA1422 Adjuslablu Truss Hanger $Led for I -Joists Concealed flange version (HSURC, HSULC'avallable for at 1/8" and heightstranging from 5 Sfe'to 28" 13 THAL422, THAR422 Skewed Truss Hanger double 2Xand 4Xmodels; only acute flange is concealed- 17 HWPH series hangers Top flange hangers tivadtl in widths ranging from 1-906" to 7- 14 THJA26, LTHI LTHMA Multiple Truss Hangers 8 HTIJ26, HTU28, HT10210, HTU?0-2, HTU28-2, HTU210-2 Face -mount hangers 1/2'' and heightarrairigring (Tom 5-316'to $2"', 15 THJM2-4-SDS3, THJM2-5-SDS3, THJU26, THJU26-W Multiple Truss Hangers 9 HV, HLIC series hangars Face -mount hangers available inyvidds ranging from to 7- 18 ITS series hangers Top tWnge hangers available in widths ranging from 1 -9M6" to 3- 16 TSBR2-24 Truss Spacer -Restraint 112'and heights ranging from 2-7,M` to 19-IA". Concealed flange 5Y8" and heights ranging from Q-118" to 18"'. 17 VPA2, VPA26, VPAZ,, VPA35, VPA4 Variatle Pitch Connectors version (Huqavailable for all models harvingwidth equal toor 19 JB series hangers Top flange hangers available In width of I-06'and heights 18 VTCR ValleyTtuss Clip greater than 2-9/18". ranging from 5-3,'8" to 7-1 4'_ 10 HUCQ1.6119-SDS, HUCQI.81MI-SDS, HUCO210-2-SDS, HUCO210-3-SDS, HUCQ310- Face -mount hangers 20 ,BA series hangers Top flange hangers available In width of I -9116'and heights SDS, HUC041 O-SOS, HUC04- 2SDS, HUCOS-2519-SIDS, HUCOS.25/1 1 -9DS. HUC0610- ranging from to 13-I18' SIDS, HUCQ612-SDS Simpson Strong -Tie 2020 FBC Approved Products updated 12/3012020 Simpson Strong -Tie 2020 FBC Approved Products Updated 12r3012020 VMMM'"5L Simpson Strong -Tie 2020 FBC Approved Products Updated 12rW2020 E= Simpson Strong -Tie 2020 FBC Approved Products updated 12/3012020 For cfircO links to air GOT approvals listed below, CLICK Al For diroct Prom to *0 GST approvals iisted beow, CLI-_K REIRE, For direct Inks to all GST apprc\ttls tilted icciow, g�_LICK H1711F. 1 110`1111111111 Fordipixt links lroofl SST.ppras eted below, CLICKHFRE- For addlonalinfamaton regardirig.nodca's Statewide Rocenct Approval System end Miarrif-Dade Count/ Notice of Acceptance iNOA), cUcK H F or additiond eformatiorn regarding Rondo's Shilrowleo Product Approval System and Mirim0ack, County Notion of Acceptance (NOAi, Q LI!2E HERE For addlorral Information regarding Florido's Stall Product Approval System and Mlaml-Dade County Nork. 0 Acceptance RqOA),!".L�j ioJIU- For a wricuron regarding FloOda's Statewide Product Approval System and Miarrit-Dade Cant l Notice of Acceptance NOA),j;. O 21 LB series hangers Top flange hangers available invAdila of 1 -gicl T'and heights FL*l 1468.R 18 SJLBV1.56, S)Lav1.81, siLev._06, SiLBV2.37, SA-6V2.56, SiLBV2.68, SLBV3.12, Top Flange Joist Hangers 5 SET'-XP Adhesive Anchor for concrete ranging from 5-3IV, to 15-116,. VIUBV3,55, SILBV3,62, SILBW,06, 9LBV4,12, S/LSV418, SILBV4.75,, S1LBVS50 6 Strorrg.Bcft 2 Strong-Bott 2Wodge Arrohorfor concrete avairiable yin carbon 22 LW serials hangers Top flange hangers available hwdth ell .9116" and heights seg # EM(Lq2J Model. Number or Name, Emgugl Patsguiptim 19 SILTT20, SIOTT2Z, S1HTT1 4, HTT4, HTT5 Holdouts steel aridl Types a04 and 316 stainess steep ranging from 9-3116" to 13-118" 1 HHUS210-3, HHUS21104 Joist flanper SJMST60, SJMSI 72 Straps 115 mill (1C Sdi 7 Titan HD (THD-H, THD-HMG, THD-H4SS, THi THD-CS, THD--S6SS) Then HID Heavy Nty Screirr Anchor for concrete and Masonry CZ 23 LEGS, LEGS. LEG7 series hangers Top flange hangers available rn,widft ranging from 3-11R'to 5- 2 HIRS6. H RSS, HRSI 2 Strap Ties SP4, SP6 Stud Rate Ties available With hex head in carbon steel and Types 304 arid 316 718" and heightsrangingfrom q"ic 33Al2" 3 HUCQ210-2-S0S,HUCQ2I0-3SD$,H'�2310-SDS Joist Hanger 22 SSP; DSP, TSP Stud Plate Tras stainless steel, o' with oindnteraunk head in carbon steel and 24 MEG5, MEG7 set" hangers Top flange hangers avalhable, In widths ranging from 5-1/4" to 6- 4 THGK?, THG83, THGEP12, THGBH3, THGBH4 Joist Hanger 23 STC, DTC Truss Clip Type 318 stainless steel 7/8" and heights ranging from 9"lo 32-112'. 5 THGQ2-SDS THGQa-SDS4 5, THGQH1-SDS3, THGQH3-SCS4.5. THGQH4_SDS6 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Tien HID Rod Coupler (THD37634RC, THD50934RC) Titan HID Threaded Rod Coupler for concrete 26 MIT series hangers Top flange hangers available in widdris ranging fircrin 1-9116'to 5- 6 THGW3;33, THGW3-4, THGW4-3, THOWe-4 Joist Hanger 2a TJi 37 russ Jack Connector 9 Titen HD-hreaded Rod Hungw (IHDB25158RH, THIDB37158RH, THD37212RH, Titen HD Threaded Rod Hanger for concrete 118" and heights ranging frorn 9-114' to 24". THD50234RH, THD1 0212RH) 26 PF, PFB,:)FDB, PFDSB series hangers Top flange hangers available in width of 1 -WI 6'and heights 10 Wedge -Al (WA) Wedge -All Anchor for masonry ranging from 3-3V8" to 7-1 ff'. FL#11473-R5 FL*1 3904-RS 27 RR Ridge rafter con rec-tor 28 %N/P series hangers Top flange hangers availaid a In widths ranging from 1-9/16" to 7- §222 m2dura M2021. NUMD21 gr Name PMQugl Q11griplion &_91 proglugi M2921, Number or Name Product Description FLOS230-RS 1/8" and heights ranging 9.1/4'lo 82"_ 1 DETAL20 Doubie Embedded Truss Anchor I CCQV3 62-SDSHDG,,CCQM4.62-SDSHDG CCQM5-50-SDSHD,3, CC7QM3.62-SDSG, Masonry Pier Caos 2 FGTR, FGTRHL, FGTRHR GirrderRel Anchor CCTQl%4 52-SDSG , CCTQM530-SDSG, cCCQM3 62-SDSG, C CCQ M4,02-SIDSC, §IU Product Mogel, NMMh2[ or blIM2 EMduCt Description 3 H16, H16S, H16-2, H15-2S H u rrica n e Tie CCCQIA5 50-$DSG I AT-XP AT-XP Hqgh-Strength Acrylic Adhestre for concrete or masonry ELMMIM 4 HETAI2, HF-,TA!6, HETA-20, HETA24, HRA40 Embedded Truss Anchor FCf,`3.(atVi 52G-KT, FCCICM4 62G, K1, ECCLON15 50G,KT, Er _{AACI, (32G-K7, Masonry Pipi-Caos 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HETAL12, HETAI_16, HETAL20 Embedded Truss Anchor ECCLLQMD4,02G-KT ECCLI_QMQ5,50Q-KT, ECCURGIM03.620, KT, ECDLRQMD4.62Q- 3 SET-XP SET-XP High-Stength Epoxy Adhesive for masonry Sell X Product Model, Number or Name Product Description 6 HGAM 10, HM9 Masonry retrofit connectors KT, ECCLRQMD5.50G-KT 4 Stronil 2 (STB2) Strong -Solt 2 VV6dge Anchor for masonry I ABA44, ABA44R, ABA40, ABA40R, A3A55, ABAW, Adjustable Post Bare 7 HHETAIS, HHETA20, HHE7A24, HHE7A40 Heavy Embedded Truss Anchor 3 HGUM5.25, HGUMS 50, HGUNTOO, HGUM725, HOU109.00 Heavy Masonry Hangers 5 Titan 2 (TT142) Titen 2 Screw Anchor for Concrete 2 AeU44, A3U44R, APU46, ABU46R, ABU5-5, ASU5-8, ABU66r ABU66, ABU66R, ABU88, Adjustable Post Base 8 LGT2, LGT3-SDS2-E, LGT4-SDS3 Girder Tiedown 4 LGUM23-2, LGLIM26.3, LGUM26-4, LGUM28-2. _GUM28-3, LGUM28-4, LGUM210-2, Masonry Beam Hangers 6 Then HD ITHD-H4SS, THO-H6SS, THD-CS6SS) Titen HD Heavy -Duty Screw Anchor for concrete available in 304 ABU88R, ABU1010, ABU1010R, ABU1212, ASU1212R 9 LTA2 Lateral Truss Anchor LGUM21C-3, LGUM210-4, LGLM46, LGUM46, LGUM410 or316 stainless steel with hax head. and 316 stainless steel with 3 ABvV44Z,ABW44RZ, ABW46Z ABW48RZ, ABW66Z, ABWMRZ, ABVV7-7 Adjustable Post Base 10 META12, ME7AI6, METAIS, META20, META24, META40 Embedded Truss Anchor 5 MBHA3 IV9.25, MBHA3u1 2/1125. MBHA3 5&7 25,,MBHA3.56/925, MBHA3.56/11 25, Mars-onry Top Flange Beam Hangers countersunk head 4 AC4, AC4R, ACEA, A06, ACGF, ACE-0 Poet Cap 11 MSTAM24, MSTAM50 MSTCN40, NISTCM60 Strap Tie for Masonry MBHA3,5b111,88, MSHA3.56/14, MBHA3 56116, NiBNA3.56/18, 106HA5.50R.25, 7 Titan Turbo (TNT) Titen Turbo Screw Anchor for concrete or masonry 5 BC4, BC43, BC4R, BC6, BC6R eC8, er-S2-214, BCS2-316 Post Cap 12 IVITSM18, MTSM20, HTSM1 6, HTSM20 Twist Strap p for Masonry IMBFIA&W9.25, MBHA5.5011125, MBHA5_50111.8a MSHA5_501114, IMBPA5.50116, 6 CB44, CB46, CW, CB66, C868 Embedded Column Base MSHA5.50/18 7 CBSQ44-SDS21, CBSQ46-SDS2, CBSQ66-SDS2, CBSQ86-Sit_,-, CBSQ88_SDSr21 Embedded Column Base 6 MEHU3-55/9.25, MSHU3-5611 t25, MBHU3.66i11.96, K4BHU3.56114, MBHU3.561I6, Masonry Beam Hangers MUHLM a CC, ECC, ECCU series Betted column caps with W1 ranging from 3-114"ta 9.112" and FIL*11 1496-R5 MBHU3Z6118, IMBHU5.50/9.25, MSHU5.5Q11I,25r IVIRIAU5,50/11.88, MBHU5.50114, W2 ranging from 3 5l8r'to 7-1)2" MBHU5650116, MBHU$.50JI8 Sea # Product Model, Number or Name Product Description 9 CCQ-SDS2.S, ECCCrSDS2,5 Series Screwed column caps with WI ranging from 3-114" to 9-17' and W2 ranging from 3-519'to 7-11Z' Sag N 1 Product Model, Number or Name DTT1Z Product Description Deck Tension Tie 1 X3481016-SK, XISIOI 6, XI SIDI BAK, XQ1 Sl 016, XQ1 B1 016-4K #10.16 Strong -Drive X Metal SelpDrilling, Tapping Screws with #3 Drill point 1 ilD CPT 44Z, CP"l of',?, CIPT8187 Concerated Post Tie Base 2 HD12, HDIO Baited HoldcYms FL9J3.27k;8fi 2 XLQ1 I 4Ti 224, Xl I 14P 1 224-2K #12-24 Strong -Driver A- Large -Head Metal Saff-Drilling, Tapping 11 EPB44A,, FF1344, EPB46, FPS60 Embedded Post Base 3 HD3R HD5B, HD7B HD913 Sorted Holdowns ScreAs with 105 Drill Point and Large Diameter Hex Washer Head 12 EPS4Z Embedded Post Base 4 HTT4, HTT5, HTT5-3/4 Tension Ties §!iq It Product Model- Number or Nome Product Description 3 XMQ 11461 _214, XMCI 14 B1 224,-21< #12-24 Stron 9-CTIv e XIM Medium -Head Metal Set. Dir gin g, > 13 L,CB44, LGB613 Embedded Column Base 5 LTT19, LTT20B, Ll-TI31 Li Int Tension Ties I SDVV-2300, SDVV2233B, SDVV22438, SIDW22458, LOVT225001 SIDW22600, SDW22638, Strora-Drive SDVV EWP�PLY and TRUSS -PLY Screws Tapping Screws MM #5 Drill Point and Medium Diameter Hex 14 LPC42,1_13=7 Light Post Cap SDW226:11 4 XQ1 14SI 224, XQ1 I 4BI224 -2,5K, X1 14SI 224, XQ1 12$1224 XQI 12BI Z24-2K #12-24 Strong -Drive X Me-tal Self -Drilling, Tapping Screws with #5 15 ll MPS662, MP1388Z Moment Post Base 2 SDVVC!5450, SDWC15600 Strong -Drive SDWC TRUSS Screw Drill Point 16 PB44. PE44R, PB46, PB66, P666R Embedded Post Base FL#1aQIf-R5 3 SDWH 1 930ODB, SDWH1 940ODB. SIDWI-1196000B, SDWH1 980ODB, SDAM191 Ooil Sirrodg-D rive SDVVH TIMBER -HEX Screw 5 XU3AS1 Of 6, XU34BI 01 6-5K #10-16 Strong -Drive X1J Metal Self -Drilling, Tapping Screws with 17 PB344A, 113346, P135515 Embedded Post Ease 4 5DVVH27400G, SDWH276OOG, 313WH21800G, 3DIVH2710ODG, SDWH27120OG Strona-Drive SDVVH TIMBER -HEX HEG Screw #1 Drill Point 18 19 PBV6, PBV10 PC44-1 6, PC46.11 6, PC46-16; PC6.4-16, PC,66-16, EPC44-16, EPC46-16, EPC48-16, Round Post ease Post Cap Seallif I Llf2tluct Model. Number or Name S85f&24, SB7/8x2A SBIx30 PE24gi; Description SS Anchor Botts 5 6 SOWS1162112, SDWS16300, SOWS16312 SDIV516400 SIDNAS1 %_300, SDWS1 9712, SOWS-22400 SDWSMOO,SDVVS22512, SIDA'S22600, Strong -Drive SOWS FRAMING Screw Strong -Drive SOWSTIMPIER Screw (literior Grade) EPC64-16, EPC66-16 2 SSTB113, SST132O, SSTB24, SSTB28, SS-BU, SSTB36, SSTE16L, SSTB20L, SSTB24L, SST B Anchor Botts SDWS22800, SDWS22900, SDW5221(X)O_, SDJVS221 100, SDWS221200, SDWS2Z-150O FLM320-RO 20 PC4Zz PC4RZ, PC,6Z, PC-IPZ, PC8Z, PCBRZ, EPC�C, EPC4R7_ EPC6Z, EP0aF(Z, EPC8Z, Post Cap S3TB28L 7 SDWS223OODB, SOWS224000B, SDWS22500DB, SDVVS2260ODB, SMVS:228OODB, Strong -Drive SDWSTIMBER Screw (Extenor-Grade) EPGBRZ SDVV522'00008 Iggl Product Model, Number or Wing Product Description 21 PPI344-4Z, PPB44-6Z Post Base 8 SIDWS2231206B, SDWS22512DES Outdoor Accents Structural Wood Screw I DSSCB45,5, DSSCB46, OSSCB48j aSHS Bypass Framing Drift Strut Connector 22 RPBZ Rebuff Post Base FL#1 3872-114 9 SDWS27300SS, SDAS274OOSS, SD'NS275RCPS SDWS27COOSS, SDVJS278OOSS, Strong -Drive SOWS TIMBER SS Screw 2 FCB43,5, FCB45-5, FCB47-5, FGB49-5, FCB41 1.5 Bypass Framing Fixed -Clip Connector SDWS27000SS, Sj)WS271200SS 3 FPHSD34$1010, `PHSI)34131010, FPHS01$4B11016-5K, FPHSD3451214, F7PHGD34B1214-5K #10.16 arid #12-14 Strong -Drive FPHSD Framing-to-CFS SeIl- Sao ProductModel, Number or Name Product Description 10 SDWV13400 yarong-Drive SDWV SOL&TO-RIM Screw FPI-ISID3481214. Drilling, Tapping Screos FL#10866-R5 1 2 CMST12, C ST14, CMSTCI 6, CS14, CS1 6, CS18, CS20, CS222 HRSftHRS3. HRS12, FHA6, FHAS, FHAt2, FHAI8, FHA24, FHASO, Iii NIST130, Coiled Straps Straps 97 mil (12 g a,l 11 STN22 Outdoor Accents Hex -Head Washer 4 5 LSFC2_25, LSFC4.25, LSFC6 25, SPC2 25, SFC4.26, SFC625 LSSC4.25, LSSC6.25, SSC2.25, SSC4L25, SSC5.25 MS,13(3225, MSSC425, MSSC>&25, Steel Flarriling Connector Steel Stud Connectors Sect # Product Model, Number or Wme Product Description MST148, MIST160, MST172, VIAST27, S/MS.T37, S/MST46 MSSC4,25KW, MSSC6.25KVV 1 FJA, FSA Foundation Anchor 3 HTS16, HTSM, HITS24, H7S28, HTS30,14TS30C Heavy Twist Straps FL*I SWR-R3 6 RCKW3, RCKW5 5, RCKV117.5, RCKWSS RCKW5,5S Rigid Knee Well Zdrinector (D 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA36, LST149, LST173, VISTAD, MSTA12, MSTAIS MSTA18, MSTA21 LISTA24 Straps 43 mil (18 ga) 7 SC843.5, SC'B45_5, SCS47 5, SEX--1349-5, SC8411-5, MSCB45.5, MSCB47 5 Bypass Framing Slide -Clip Connector U) 3 GH46-6, GH46-8. GHA", GH48-8 GH41 M, GH41M, GH66-6. GH645-E, GH,68-45, GH6& Girder Hamer 5 LSTA9, LSTAI 2, L-_TA1 5, LSTAI 8, LSTA21 , LSTA224. ST292, ST2122, ST2115, ST2215 Straps 33 mil (20 ga) Ja2_#_ Product Model. Number or Mort a Product Description 18 8 SCS32-5197, SCS62-5/97, SCSc2-51118, SCS82-5/118 Bypass Framing Connector 4 8, GH61013, GH610-S GLB5A, GLB5B, GLB5C, GLB5D, GL67A, GLB78, GLB7C, GLB7D Glularn Bearing Plate 6 7 LSUBH3_25, 3UBHa25. IMSUBF1325 ILTP55 Bridging Connector Lateral -, is Plate 1 2 AS 18, AS 1835, AS 1636 AS 20HS ga Truss Plates 20 ga. High Strength Truss Plate 9 10 SCW125 SCW5,5 SJC8.25. SJC10.25, MSJC8.2,, W15UG-10.25 Head -of -Wall Slide -Clip Connector Steel Joist Connectors co 5 GLBT512 GPLT612, CLSTSIR GBLT616, GLBT520, GBLT620 Glutam Bearing Rate 8 1 LTS16, LTS18, LTS20 Light -1wistStraps 3 AS-20 20 ga. Truss Plate 11 SSB3.51 8 Bypass Framing SIde-Clip Strurt Connector 6 HGLBA, HGLBB, HGLBC, HGLBD Heavy Glulam Bearing Plate 9 MSTA30, MSTA36, ST6215, ST6224, STS, ST1 2, ST1 8, ST22, MSTC28, MSTC40, MSTC52 Straps 54 red (16 ga) 4 ASHP Hindle Plate Connector 12 XLSH3481414, XLSH78BI414 #14-14 Strong-Drive)(ILSH Shouldered Self -Drilling, Tapping 7 HCT.2, W.,T-3, HGT-4 Heavy GwderTr�ra 10 MSTC66, MSTC78, ST6238 Straps 68 mil (14 ga) Screws Lii 8 UFP10-5,)S3 UmversalFoundation Plate 11 MTS1 2, MTS1 6, hTTS18, MT52D, MTS30, MTS24C, MTS30C Medium Twist traps 13 XQ1 S1 015. X01 9101 6-4K, XQ1 S1214i XQ161214-3,5K, XQ78S1224, XQ78BI 2243K #10-16, #1 2-11 4, and #12-24 Strong -Drive X Metal Sialf-DirrIffirg, L)RRP UniversalRetrofit Foundation Plate 12 SIB1,56, S/131.81, SE2.06, SIB2-37, SIB256, S82.W, S18312 SJS3_56, SiG362, SG4 06, Top Flange Joist Hangers FL#1 5730-R4 XQI 14S1 224, XQ114131 224-2-5K XQ 11 2S1 224, XQ11281224-2K, X34BI 01 65K. Tapping Screyva, < SIR4 12, SIB4.28, SB4.75, S/85.50 XIS1016 X-113110164K, X131214, X1131214-35K 13 USA2,12A, SIBA2.12)10, SMA2412112,VBA2.12J14, SiBA4_18f8,t3VGA4 1800, Top Flange Joist Hangers §Lg_f* Product M941cl, Number or Wine, Product Ofiraciriptlion S/RA4 1 &12, S/BA4 I Wl 4 1 ET -HP Adhesive Anchor for concrete 77 14 S/H1A Hurricane Tie 2 GAC, GDP, GDPNT5O, GDPM-"5, GDPM,100, GDPS, GW-50, GW-75, GW-100, GTH Gas -actuated fasteners and assemblies 15 Sti-1085, SfHDBB, SHDIOS, SHID108, Skii)15S, SiHD15B Holdoms 3 PDPA, PIDPAX, PDPA-MG, PUPAT, PDPAT-K PINW, R%fVP, PINWP-W, PDPAWL, Powder -actuated fasteners, threaded studs, and assemblies < 16 S/HDU4, S/HDU6, SIHOU9, SfHDLH I Holdowym POPAWLMO, PSVL3, PSVL9-/, PCLDPA, PECLOPA, PTRHAS, PTRHAA 17 SUCT, SIHJCT Joist Hangers 4 SE-7-3G Adhesive Anchor for concrete SHEET NO. PA 1.2 11 & - - Emr =41 TILLIT TESTINIG A ENGENEIRRIAM COMPANY - -------.. ...1---111----1--.- ... � . � - 11- ��7 At —Tr.k A TILUT M, I"% . DIM J C41M I'L P-11 A '"" Mil ft- CA UH-14,T90wig P RORUCTaVALUAT I ONMUR—ORT REPORT NO-- 2111-0728�01 DATE: J v ly 28, 2020 PRODUCT GATEGMY- Shuttem PRODUCT SUB -CATEGORY-, storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global-Protectionpr9d9plitt'" 4800 S.W, 51 Street Davie, FWda33314 I - -PURPOSE OE EYALULATION: I rft is a Product Evaluation Report issued by Walter A. Tillit Jr., P.E. (System 1D # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 G20-3. Method I 0 of the Florida Department of Business and Professional Reoulatiom This product is being issued an Evaluation Report as descrIbed herein, and has been verified for compliance In accordance with the 2020 Seventh Edition of Me Florida Building Code, and to verify that the product is for the purpose Intended at least equivalent to that required by the Code, This Product Evaluation Report shall he subject to review and revision In case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SURMITTED; 2-t PRODUCT M�il DOCUMM (P.E.D.)a Drawing No. 20-1176. titled "2D GAGE GALVANIZED STEEL STORM PANEL", sreels; 1 thru 26 of 26 prepared by'l-ifteco, Inc,; signed and seated by Waiter A. TIllit, JuI, P,E,� dated 07128il'2020. This drawing is an integral part I is Evaluation Report, I SI& ,A%o�,% A �,,,l !,��,�-�-i�-l-�/,--, oN, .- ,�,c 'ye -,-'A �' I I ': 1 � I i . - -, NO, 44167 *1 *,- . *. * . - . :* ,:.! -- � A �. . � , - . � ,I� 4 �0 'k is ,4�'- , rlml*, .-'Gl Z - - , t� � ", - - � - .. "N. ,I,K��.. , . -V .k 635�1 N,W, 36th Strf et, Shdw 305, Miami, Florida 11 166 - Phurr,- (305) 871 - I 530 - QVIER& U=� � 20 -=�L MM maa) I STMIM PANEL I � ON 15 PROGXT EVA10,W]l(AIR LIXILIACNI �F,E 0; lN,$ BEEN ITSRL;�Ik�D ("IR CC,MPLV,W- N " -0 -CO'c"CE � I TTHE M'U fith ED4�-) OF 'IFET F-CMISA �R,Ntto _DE Ol[IiLil MR13 LO-DS S,�L 81 DFTIRNMED 1-1 -t- 5IC-Q-4 IQOOF C AEFC1.1E Wllm�,oS'F TH , -D� I�Qcc, FER A Olil"D S-M AS RMUT11I 8l' THL JURLi "M 111M �� U,TL" em", PE INSIAILl'!; -P '0 - "' -'- ,ik-.-� , � R . DlRFCT101-�1AT" U-�-. K-0 5� ,154HEI Azcz 6 AND S.W TIO? FXCCK - ";Fuli - - I DlEslo, FW15$LARE RAfINGS INEICATF.b 0" SKECIS 7 ��7J :2. 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A,ir"M A-F53 VAPOR: FIE WN'Wou, I, VC, C�ALVAOMQTrD STEEL MSACNAAJI�q O/FV. 58 $%.' i,N1FP RS�FFJW), -5 ALL Sclurtirs `3 Be 97---F�-- ST�ci. r4 nR 31a NLR --FIRIE-5 r,R CORAT0510,, RIC-5.SIANT COATE��, CARDIORi STI�n AS, PLIJ CNN Sol RV/ 5o - VELU TW-ITIST14 AND 90 LR� -101lSLE' SYFZEI�H & SOIAU COMPLY C/ 1IL14FDA SrUZLDWC- CONC Si 2.11 3 3.A 6 BOLTS TC IFLE A57-� A-�YAHI ��Al,�ANZEO S�n- 1. - �Q CS, licli AERLIS SiA-IE5S Rl�e,, w7h 36 �-, ?.9PII&,1U1J 'OF-0 SIRE'nil 7 AWHORIT TC� W� !CtQ-1 BE AS r0l-t-Y, if" I,OYC�il l�i 11ION � -DO;Cgrit . 1� V�l "'Ht �L" fNCnO'F$ li:i if"Fil-IFNIMPTERL - �-W OlREDIX LIX 14III f-il;' ,-) , - , D �A'j, A , � ���"4' "'"" A � , 3,%I , , ilb 0 -S F`7 Akl'i:4�1!"i i::i`�i A!L': ,,,, ""'RA""URFID [TV OTEWAI F TIC ffrn f �- )ANO " P, � I N NSTFAIR1,1CO Fill ALI. NANO aL'F,SW, SCO 6: SPfCFA[.rT LiLl 11! if,�-AAD Pri F � - 0 41 - 10 P-MLJW-TE FEAAAa !D A- VAIll AANF Pt !' CNCW�M,-, * � , C J I IPRID� Ilc ANN !HACTLRM FV VT. I i Z�MCXI�S, . OTRC , (.N f-33NI) P- - , / , `0 �.� TAP -Cal- A.Hcl-`L`1�1 A5 W�LFACT,,WTD 51 -1RI-A7 CORII�-ATZN 114-1KII'D p t , ) A 1 �- I ,i MI"wk-A CUISMUEN , or 1`AF`0N AN� Cim PT)'AtOr Cow-RFTE sm-� 1 1/4' 2' �Ol LlANFhLATF F-AARLC 0 M4, P-C�� �LR N'1L 1 "I"' TOR - �'LIAFFA FNCoKFA,5 A 1!1 �:AAK-Irl ,A '�C---&r! QRCHVA`� 'I'All &E �-HRA0005 �,IA' fiD TI,,f PDAIRET, CC,FaF,171, NO J-hFNEDA4,15i !1,-,� , 7 11 1"C� 4CiI�C U11111,11111FIll FADULfi -�,�, L! ii SNAm i f: � FIT1,111TIFLI I "A 6, Ci 7 �A!9A% 11 SED ik ViLl 1 FIL i 1�: I I.,% I ifr, jr, 1 , W�-,.- ,�Qll AALLI� WTI ll N(l �1111�11� D �4A) AIIT' ill I 11T,,LL 1: l ::PqFW, HP A � III 11111,111:iED lCACTAIii il'' ,;I I 11101,1D W�, LRIH -� 11ir", A 5: Ill CIA - ��T �T RE. 11FCAW ��j,-�- PA'it..-,, PAIER--, 5TVMD IRS K0D, "XD5 FA: FW,NFJ GlA Till " I EFISTFiiC .�-L.A�R 1��Oill. ANC-POLLIS -A" iAw LOW, F`4(%1G" TO At� l� %bAIN S`P,X7'JR[ BF14ND S!J�l `AAd1-C -�-"Rlop �-L L FJF 1� .t�l,vD,�., 114 A 11 MD f� A 2) H-- !., k �,�E � - ) i �?4i�6 . ��- WI-L Jl��- A . , tIP1 ANC�� AS AIANIXA,ULC�lt UY I I A fIULDI-1. INC - ,'I.- t x - r - CN�. -,A �"�IDA`3 Is RAA11T)rACik-�- in, ENRYAL] �C �- 4 t�IUEI f 1. � i " , - S' - A,r IAL TNFAI --,,C- BEA I A, SAT I: Ai, T I ro T 4 � R 1/l AID - SLT Ale"ORS. AA OSTC4C�77C b -, Will - � " - 8C-L I, -- .. - O'. "Ll `600,04.6112 FLAINI U rPTO PANEIANIN, RLU�; A -FLOSS 16 1.1111PIC-FXCIURILID If, JAILi IiIASFIRUCTION PfLT!1Li FUTf (Aiiii e1O.1l I,Io� "O, 0 I Q-ASt '0A4PEq1fTjP,IN 0 '11 '/," I i 'NI, RAIFF AM,I!i:A,!, Ail LAW,,'VACR!Ai1L1 FP' IF �10 -;s �0�`l �i I � Rili'mcf, EA'so"k,iLw lji r,"ErOkl ANC�CW,, f�('Cl PANLLVATE� A00 Cr 1-AC-CY,P ANCI'oP INTO THE co,�11104.�-`* ."XI, ,�,A 5"LL, BE 1 I/1' Z 4� a ,,� C- -N & -= AICHORt, -- HC �,,Ii ?/P,* .19 Y�E ICO%CAR� SC,19 Ti N� Z . N fl,Tj S-,;�--- -,tA L HE WvPL117FT, �/A' -2- 9� OECD RL,,H3 FIE 7 1 /2' L(A� MIhAt-L-ij �: =.-11 , L�PST, ANO �' UINA0LAi FOR WAF�� *H NO V-f,-.-� s-011 , FRODUCT VYALJU��w �� 2 12-17-ST REPORTS� 1-Fuge rnissile frnpa�l and failque load lests LFAurrif performed under Protocols TAS 201, 20,3 as per soolian 1626 or lhe Frorda Building Code. Jn�forrrn static loads as perTA-5 202 Protocol, Test reports prepared by Hurricane Engineering & Testri Iii Reports # W569 dated 08/0911996� #N-570 dated OW1811996, #96-T30 dated 0912011996, ail three signed and sealed by Hector M. Medina, P.E,, Fainestration Testing Laboratory, Inc. reports # 2032 dated OV-161-1998 and # 2126 dated 1010511998 witnessed by Gilbert Diamond, P,E. and Report No- 021 91.01 -0% dated NI arch 4, 2009, signed and seair-A by Flom u ndo Largaespada, P.E. and Henry Hatterr, RE� Tensile test r"it: No, 9CM-191 by 00 Metaflurgfugl, Inc,, dated March 13� 2009, signed and sealed by Frank ume, RE, 2-.3-.—STRUCTURAL ENGIN On 20 Gage Galvanized Sted St Panel for m um panel length vs. design wind load, as well as maximum anctorspaicing vs, design winid load and panei length based on rat�onal'and comparative arualyst,a, and Inaccardetrice vfftti sectIctin I roll ill of the Florida BuildIng Code, CaiGutat'ant,pmpamdby'l'�itecc,lm�I dated 1IR-13108 and n12115, signed and sealed bir Waller -A. Tillit, Jr�, P�E � - U. &N-WILE IMPACI REMSTANCE; Large missile impact under section 1628 of the Florida Building Code, as per TAS 201 Protacol. 4A WIND LOAM RE STAN SL -CL, 20 Gage Galvanized Sleet Storm Panel has been verified to sustain wind pressuIes. MaIximumpaner length shall be as Indicated on sheets 8, 10, 14,15t 16,19,25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176. Maximum Anchor Spacing shall be as Indicaled on sheets 8, 9, 10, I 1, 14,I& 17,18,19,20 25 and 26 of 26, of Product Evaluation Document (RE-0.), drawing No, 20-176. �. INS TALLAM-M �rstallatiun shall be performed strictly in accordance with details Indicated on sheets 3 thru 7, 10 thru 20,23, 24 and 26 026, of Product Evaluation Document (P.E.D.). drawing No, 20-176. Minimum separation to glass shall be as indicated on sheets 8,14, 16, --!S arid 26 of 26, of Product Evaluation Document - (R E. D.'L, drawing No, 20-1 76- 6 3i - CASL T��'T FPF CAN NTFNE, OR PRECAST CONC RETE PAwLS, STOCCo AV YlL, I In� atixtlrls m FQV,11) 011 I ,f , 1. � S`DN' D U PIRKE 5 , WALL M4Ci<i1A5 SR� BA AMC EWIJDH TO AFAiC. "-,L "N 5l"R,PU7UAPA WHII S C" L `UC--,0RA'f SHFR K IS N1WTW*4Eo IN O�;� AND EIR 82I 'cl T, , I ;a LX`51[Ni, 16)!�-� -4K 4FL-C-f1X--�,%-1T!L - r-�.0 miu,, I - ,/4'4 TAFICON AI4(Oli A� N&AAiJ,r�1AC7,:RkrE, BIT - W aUl'.riA, F4C - iT4-10 PANEURLAIL FEW41 Jr, MD PA"E�NATF PLVS ANCIll)JR-S A$ FAVF,LiAC.TQNF.D Rl F0,`O CoNY-,TKACnC. f�VJOUi i `4-,, L-1 WIRM PER. NO.-, - 7/!0-0 . 5/5' WOOD B,�Nffr, .,�Z FAfTNf9Wrf--D M ALL "CHNI SrREA� WA,T & 7OPECIAIT'� LO C, l� WNi TAIACACti:1 POT140FLATKAR, TULQ ACIDA:1 QL TAPCCN ,P4dC1lKFJN THALL 8E I i/iF ATAEi d� ilf ri.�IIO RKATILARAIS A�tj[is AND PANELIANE FTTTAAAF� ID C ;! -114 FIAEADDD JFCNVRATfTl,` OF LAD STREN, lli�(L lK Iiii rfAMC UNIT ',Tu�l BE ' I/V ROD -PEAOCT ENCIALAU NFFYP 04 P ON 1010 SrUCCO SKNt 0Z DOP410EIRLD AS PART OF TF(f REQ1J,Vl[U T�UACIDED PE ., IT C 3) 91hi EW. OLSIANCE OF LAC SCRI)OS, lNTO WOOD 5",t BE ,lN INDiCAITCol N T-5 UROMING C 4) �JLIUW PENEOPLATLDN OF W�IUN TFUSHLN,G 1,IRLAF- a[ n,,Si� !/4' 0-21) SCREWS USED Sft� UF 1 '12- Loto WNI'Aul,l SHOULD STUCOO EX�i,T� ANJ� 1* WNEL,UU FOR WALLS M1,4 flo 6YtACI� C 53 TAI CA5� FLAT PRITC.1411 STILISE, 09 PRISCAST COLK-'RM PANELS, STIVICCO OP WiM POARDS US LOuNEJ ON THE [XrPNr WAU- ANIDARi SRALL Or LOW ERICMUCH TO IYACA r11E MAIN STRKN,"TURE FERAND I.;UCH PAN0-s klrloofltllri�" 91A], BE AS lfty,�Th.Ni m I,: 1 � i �, I &r ". A) 10ill AN%,HAA-3 SY111IL W ANLCrN,Lr,Il i1AELQ*N,o Att TA Fff A:ACi!IAiAAFh1-,NTi0RvE AAD 50ASCIrRiATIOV5 OF T�k AKHOICIF %AFFUrACTURPR Ol FAi MAY CLEF) 1JE JNSIRFEL0 R1W,QNTAkLY FOlUOWN1 NFTALLLAa�,% PE11AILS 5��WN ON SECi101f. A THFARIUSATI TO �SLNLF-7S I 1HNLX1FH 6) 111TCEPI THAT MEADERI (D 4 1_�' SHLI,,i rv,�I E', TiISEV, 9 IT S�Ow,, � TKE ft-OLACISSPEILUry l,P1 TPE C0W-*tA(C!OR G "EAR" -IliE 5-IDUNONC51S QF :l"E STRi-A-TIM W"EIRE S"JTTER IS TO WE ATTAr-Z 'a ��Sbiit" -,0FREP AAClQR4DE -IR5 'HVIREA SHALIr LNILY V. A-,TACHCO 7C. CDNCftTF- FX01-V OR W-100 FIFLAVE 6NAL�A- 10 EACH iMWLIV? 5-,QF.IA IAR[EI� *17l, I-'W,r,?S 4�-'A�Li W-i 1HROUGH 12-- A5 PI--P SECIAONS 6, C-- -- a 1D AK-' k-TEPW71i -M, 94, A TOW ON SMECYS 5, 6 -1 !� MPCF----'� Slikt. lIAVE A '-EVRCE AND ACAN11 IKERILE AINJOC,RG *mSW0N11A4 O%WR OR , 7�14A`7 Tr NEIOAE PANELS WMI -�-FCAME RIAWORCERAZAT S, .-----W,US Or ,IlXRr,AR.Z INARRO� 11 FIT 114SCA1170TTICKI `C`?FORPCPM 'S ry 5FA6/tokLLLK 10, SWTTrR CUMPO.W-17 COLINIS Viol TREMAR, 54 OCKFIAYARO COTITAcr WLT- !�AE i-MCIFF! To IARCITM WAr)/--lWH C4rWrPlFSN 12 MPM PAWL !A!CFU.Ai1CrN 10-64, fl�-Y RON NATECS FAEV�"TFU A+ TlIMS 04RAWINC Pkin ANY NUILICLYC, ARTS, ZONINF; 0MLAPTOlf PIRE"LIC10 gy tNE JL`l�`SCNT11TN AP171C PFRANIff IT, AFIN'FrU 'O 13 f-L MS ,`CQLJUCf eVAIUMID'i DCA2%XAALD (- F D � "PPARM S1 Tmt� ENGANCER * O5NFR4C 0,13 MLI J1 PRUINIE lN`lNlA,ATlC9 FOR A S-- SPECU iC PP"J91T I I li'll'Un ME 51 K MINVF,�, RePA77- FROW VAF P -E D ICj '-�KCOTGR TO BE IsSr"5tal -OR ii,E SELErTii PUKHASE AND LIASTALLATI!CRl WC,.O�3R4, UP1 �-Py OF T11iS Fpo,-�CT ' EASED D- 7"S PEn PTR(ATFDLQ 1-1�J`UF! EMS �T DEVLAVE FRICA, T� CC40YIONS OEIARM ON Iri� t)eX,Lf4ChN CQL`F3FR&,FLDN SAFM.' AT SFTE F5i 7K �I'OOAACIOR'S Rini-CiNS'SILL" ") 1 PnThAr,l r'ACJl1T!01I` LATILIAON' IVYT Or ItTlIFFERM i!,,,,,,,C, fr � 7el 40OFfREFT if� TirL T,,,RLjfiTT *ROOILi��A Si'l,411 AN PRAPARILL BY A N.IlIFFILA, AFOSIFAM ENEINFIR 00 APIDArMn' 1-1-All AFILL 111:11lif fll� RJOIRIFER Ov KOM (IL Orl� 00A M FILIDACL 4011 Al-10 WiLl K M-A"0IONi fop ]HE R"Ook%m USE OF rh� P.E 0 t,z". .,IF ITItUND ACIFID, AC l --- CR T-D 114� HECE HL[i FNGANr P i 0 DfCNCER, SIAU S-EWIT 10 �� LAMA Tll� StTr I �LF�� DR-V1M,5 FOR PIPYTILIA, �e) TbITI P t U S�A,L REAR -� DATE MD -D�v-ik)%J, SEAL ANE3 SID�L!U-FE -- fHC PIROFMS*Ck� Ile-4T- -I nCORC 1W. P-Cplu�n - 14 �-TIER UV--'U�-TURIR'� LAVC, S�M� � LQi '91 A NEAB� mfflMAE LOCAIKT4 AT '%ShA PAHL'- SP U17VA -N ACCELITEMAK-1 WITh Si 1109 9 � DR FLQAl IN SVTTIDI,W� CTME ONE ORDEt SN--11- � P"CED FOR EVERY (OPENO.G. U-6-114, T� 1DWfI I VIN SELI�C& L 1.1, 9 21 OF -14F i I okl� -CYF- No CoOff D+S DFAINING DIIAM.] rfAY 5C ZiE'i�i - � Iflo�,,, I 08,TAN $15AMFIt AN I � A , ] FLORIDA BUILMHO CODE (Witl vel-it, H.rr! 14�.tll-llflfg*AV41RIW#LOIU!131;L$).,401ati-K-Lw---- !lItIIIII �� 0-M&TERIAL-C-HARACTERISTICS AND SPEC MFATION.119 Shall be stdc9y in accordanciewill General Notes and Components indicated on sheet 1, 2 aod 22 of 26, of Product Evaluation Document (P.E.D.), drawing No.20-176. Anchor specifications shall be as Indicated on sheets 1, 7 " 21 of 26, of Product Evaluation Document iP.E.D.), drawing No. 20-170. 7. LIWTATI-0-N" ,NP SOF U - _C0NP1T[0 , -- N- ---M 7.1, Shall be strictly in compflance with General Notes No, 1, 8 thru 14, indicated on sheet 1 of 26, as well as General Notes 9 I thru 4 and 11 thru 16, Indicated on sheet 21 of 26 at Product Evaluation Document (P.E,D.). drawing No. 2G-176 prepared by Tlitaco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 10202 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. Tillit, Jr_ RE, (Florida License No. 44167), President of Tilleco, Inc- (Flonda CA-OOM7191, OIL& 01041fk%, ,�,,N��?, N - T14 4,�4 � I, L N ,. I ... 1�. �� ' - 1. - ,/ 55, , ll�!�t,-� V��,EN*e ,-.�P 1� - - tr ..` � 1. ' % , - * , -- --� - ----3 - No 44167 -. s 7 �--- =�- - I .*= -- . - s--* " - - -�:1,* . = ' ? � "7�f --�.-�� -r"- '% , , STATIE OF ��*cr f . � I " �� -0 % "10Rl,D-,.;, :,e I " � ,� l� -� ........ , '111 -� WAT"LL DATILTECOACIMON RECORD$ kP, 6. RePORT.20 � GLOBAL PROTECTICiti FRODUCTS. I-CM20GAGE GALVANIZED STEEL STORM PANEL\ ORM* 20-176`L R15FORTO 2D-OMDI - �9 / d' I 10 r=cto INC\ __ - TILLITTESTING it, 111TIMINFERNING COMPANY %VAIXERA FILLIT JIL, PlE. - n4lena-i'472CLocia P ODUC-T EVALLUJON". R-Mr- " �� L --�,,� F41v h,lLA.'--2--�M1iIA REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shuttels PRODUCT SUB -CATEGORY- Storm Panets PRODUCT NAME; 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER. Global Protepillon,P MM,,L , _LC L 4800 S.W. 51 Street Davie, Florida 33314 1-RUIRPOSE OF EVALUADQN: This is a Product Evaluation Report issued tiv Waftr A, Tiffit Jr., P.E. (System ID 4 1906) to the Global Protection Products, LLC, Rule Chapter N*. 61 G 20-3, M ath od I D of the FI ort d a Departmen t of B u s I nies a a nd Professional Regulation. This product Is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of this Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code, This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 2.1y[PENCEMBRITTIM ". FRQPV1GX-UA ' F-11-1; Drawing No. 20-176, fitled"24 GAGE GALV IZEDSTEEL STORM PAll sheets I thru 18 of 18 prepared by Tilteco, lnc.�Islgned and sealed by Walter A. Tillit, Jr., P.E,,,, dated 07Y2712020, This drawing is an inte%#JAM0)?JkVI8 � % ), , Evaluation Repo It. k"', 4,-IL� , 4/"" . ,1; L-� ........ � �� ll-, , , ., ! ,�t - ,,-:?'-,,,��ENS" - I I - L ��.� -4�1 ., � 1 - �- - " �- -� �-- 167 'I. '� -7 t�-rl- * F* � - - . -- I I S ,,n'� STATE OF ,:o- 1 7%,� . - - I , . -ko,-,I,!"ORIO,.� -"�-'$ `1 r I .. �\kv I.,,- 6.155 NAK 36th Street, SFOiiLB 305,MnunF,F1LFrida33I66 - Phoi (305) 87�-?'4jt, be"K, . ., ERUDIS f XYALLAMN RJKMT NOt, U-0717,02 2 22-MTREPMOR ; Large missile impact load tests were performed under S,STD 12-P9 standard as per section 1600.12 of the Florida Building Code, Uniform static loads as per Section170P.8.3,perASTME-3-10. Test reports prepared byAmericanTiesting Lab of South Florida, Report# 0814,01-01 dated 0,VII/02 wftrw-ss&d by WNam R. Maliner, P.E., Boriz Moroz, RE, and Henry Hattem, P.E. and Report No. 0219,01�09 dated February 26, 2009, signed and seated by Edmundo Largeespada, P.E, and Henry Hattern, P�E, Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by Amercan Testing Lab of South Florldo, Report No. 11 23.01-1 0, dated November 23, 201 OI signed and sealed by Ju4o E. GonzeJe7, P.E. Tensile test report No. 9CM-196 by OC Metallurgical, Inc., dated March 13,2009, signed and sealed by Frank Grate, P,E, as per ASTM E-8 and Tensile Test as per 00 Metaflurgical Report No, IOKM-1318, dated December 1, 2010 signed and sealed by Jonry Jecicifano. P.E. as per ASTM E-8. 2.3,.$.TRU!�,T-U-RA�.-ENO(NEf-R],Nfi-r.A4(;ULATK)-W* On 24 Gage Galvanized Stee4 Storm Panel for maximum panel length vs- design wind load, as well as maximum anchor spacing vs- dmign wind load and panel length based on rational and comparative analysis, and in accordance wlth section 1604 of the Florida Building Code. Calculations prepared byTilteco, Inc., dated 12J1 8/10 and 08/27113 (for this revision), signed and sealed by Walter A TURL Jr., RE, 3. MISSILE IMPACT RESISTANCE: Large missile Impact under section 1W91.2 of the Florida Building Code. as per SSTD 12-99 Standard and TAS 201. 4, WIND LJOAMAE31STM Gg� 24 Gage Galvanized Sleet Storm Panel has been varIfIcid to c;ustain wind pressures, Maximum panel length shall be as Indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.). drawing No. 20-176� Maximum Anchor Spacing shall be as indicated on shoots 5,9,10,11,13 thru 16 and I 8 of 18, of Product Evaluation Document (REED.), drawing No. 20-i75. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a nor-p-porous storm s"er assembly, as per S.STD 12-99 Starlditird, 01IWOUNNIINA oitm A, �/ N 40 ;PlI �,', .. W . , -.- -, . ,P I.I.I.11-11 -;5 , , -,- ,�-w--,,,,,xr,ENS` A4 -, - -- 1:�-- e '%,� �*, , --,";-= - - -S�-- � -. �� - t - --- � / 2 - . 7, -?- 4 �" I �, � �C, S I1A7E OF .T-0--- �E , il!Ii.:%, - � Q - ORIZ ,I,,,�, CA O" .1, 1�� I. � Fk VA I 11� I , � �. r" "' 0 ,,,, e�-, -.- , X , � ""C,;'zl,6N ,,I It", ,11.111�10101` . rRODUCT IMAIAJUION R 3 5-INSTALW-19-k- Installation shall be performed strictly in a ocordance with details indicated on sheets 3 thru 8, 12 thru 18 of 1 8� of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum separation to glass shall be as indicated on sheets 3, 0, 13. 14, 1 6. 18 and 18 of I 8, of Product Evaluation Document (P.E.D.), drawing No. 20-175. -6, MATERIAL CRARACTE AN Q. 5-P-E CIFICATIONS, Shall be strictly in accordance with Geni Notes and Components indicated on sheet I and 2 of 18, of Product Evaluation Document (P.E,D.), drawing No, 20-175. Anchcr specifications shall be as indicated on sheet I of 18, of Produo* Evaluation Document (P.E.D.), drawing No. 20-175. 7,11MITATI-OMA N Q.C.QW-rr[QN!jD-F-Y-$r;, 7.1, Sliefl be stictly in oomplianm with General Notes No. 1, 8 thru 14, Indicated on sham I of IS of Product Evaluation Document (P.E.D.). drawing No. 20-175 prepared by Tifteco, Inc, and signod end sealed by Waher k Tillit, Jr., P.E. 7.2. Pmduct shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on selation 1020.2 of the Fonder Building Code. 7.3. Product shall only be Installed into poured concrete, concrete blocR, and wood frame structures. Product Evaluation Report prepared by Walter A, Tilift, Jr., PE, (Florida License No. 44i67), President ofTifteco, Inc. (Florida CA-0006719), "Illij"W"14100" kA110 A, NON 0 A1411 11i, ." '41 ,,�, l ........... ,& "' . - - -S ,*., i �� ENS, ".. ;P I- 1�-- " Z-Z�- - � r - - - 1-1 � - ---�MEI- -��- % � - - - --;- a --- ft-�-e . I 7,/�-- !/*i- * '! * 1 WATiLL ' " ,Z 10'. - 11 - DT',TILTCCOADM404*FCORDS�P.E,REPORTL20k',LCK�ALP4,ofgcp ir4 N ,�!t IN a. L C. E GALVANIZED STIEEL STORILL PANEL % DRWG # 20-4-715 I RLPOICIF 1 20-M7�1�0 k MY . %N, y �4,,'- Q 'I r�� Rila �,-,' A, , i �p . , .. , . 'S " .. � I..,. - *' " t � "'I SIONA� " 11111i"111900114A ,A%% -.1- I - -..---1.--1----...- 1. --.- ..... - .. . ......--.- . . .......... ---l-1. .1- � .---111 1-11 ''I �111. 1.11 I ,� -1-1 - 11 11 I I 1-- 11 I-- . .... - I I � .1. ----. -. -.-------1- ---- . .... . ----.- .. ...... .... -.- �. . -. �. � ------- -- --- ------...--.-, - -- ---l- � I - ... � 4 -.. ... ... � � ,� --- - - � I - I � - - . .. .. � - --- -- --- - .. ---.---------.. .---......�..---..�...-.,.--.-,.�..� I 9 COMPONEN FDR . TS -RE-Q-V1AR-& LEE-. 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TUX �, P IT ttAL"W-!uw/mW a IR �L 'lux ), P K I I _ - SIXI/1,01-TIK110.1c CA�V,t _IIRd FALTIA k � J, z7f ____!._ " �r� .. i F,CAID� L* J- �.,V 1 7 - - . z FLC4_1 Lk4 # �4 - T - F, 77- - __j - T�� W v I , -� � I rM __ _____ .-.-L -_ _I I - .0 - " , �__ , ,J L ____ __ T FII;Sk, �.w iqEMEA _!:� � S,Itr � i IN, .4 1 - - , I I :F 11, 114, , __ L____ E_ - " 12- . . - SHEET NO. SH 1 A. — I . - � . AAKIAORS (Sm Sli ON SHEFTS i7� la, 19 N 20� __ - I - -1 -- �11 ��, MIX - h_ wit, , 4A/0", Nv`ts, *Nol 40112. Sal 11" ". ';� i i� VVEMEEP/1%, 7AIN"PIR IT SAwl ______ [ wil 79wis 4, bqw/20 . I' ED". r). w. CIL_I __.L___. .-f—_ - - ___ — ____ __ � __ - - - - __ - � I - � -1 5 I 5 2 � 0 I 0 0 0 1 0 0 0 . � I__ __ . � i-, -1 ..... � --i --- - ,_,_____________1 q ; E , : 1 � ; I � I i I f ii I : I � ; � : 1 � J 1 � I � � _F____,_____ —1- � . I . r I � � I I . � : : f L i � i I lii � ; i 1 � � � i � ;: � : i I ! � � , � �� i ! I I , 1 � .1 .... J i - ! ___1 L ,.I i ------ J_ ... 1� ; � - ! 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W, .- - , � MAX '91 4i " - MR, fAW/1 . 7AW/19 a fAwl � 7VIAl f MR/20 - AhCrNl fS[T SECTIONS ON SIl �L, � 19 & 20) - - - ,0?_T_I ON.. - J,2__f_0_R -SAEE TORKA PANEL i"i'LEYA11O.N. _ _LffL ty . _.-$ Si O/1&'-1, ,,I.- HPI, lPA -7- (11 Cag i-MI' `_ OIll . ol *1EY1 (-J)�FF SAFETY CiD OR 9 w -- W-1 - ,,Te'l L, _14V��= - - - ;��- -: - � - - - , � 1 -- - - ' � - ____ -_ - _ ol ------- ;- I �_--� I ------- ��_.V� I I I _ I .��,�"_ ---- : "A_ / --NA- I \, ,"', '1�1 .,� , I Z�It_ 1- __ �=__ .---",�.��.��-1--"(-��7�a'.�����.,�"N 1�'��L _-1-: - fAA '� _,� 1,1, /77'\ / ,� �, � , imam �_ mm, SECTION -A -A SCALE 3/16--i- �gt.11vLojv iiiiiiii a . - I 1.4111IM-311? . 6 . A. IMMMU, Z&VICAM 11 WIMPOWWWRI161M] ____..__._, ... _. WAXIiii A,ST), -T i DESIGN PRESSURE I l _ —Mrg� F' . ...... A ... N"'El LERGTH L (fil .)- _y --- -.�.�����1--l",��l,�l-.--.�-��'ll""I.Il-���ll,",..",'I E i MINIMUM SEPAIF �Lhdfloll PATEEC. I I PATIK (P.S-f,) N,EE SECTIONS) i TO GLASE � CoWlixiN +55.0, -72�0 1 _ � I _ 13 -8 , � . I 2 3/4- I UNBOLTEr =L Al P"_ 'L LVW,T9 (SEE SCHEDULE! SUILDIING � � - - - ---- ---- - - - .... . ------- - - ------- --��---'--�--""'"-"----------"--"'�'�--�'---�-'-"—.4..---.....�,,—.---�-.-�. I I E INSTALLATION DETAILS EgE OPTION #2 EQR UEE SAEEn SIGN PANEJEA_$Y�S � 1 . INM EXISTING WOOD MUCTURLS I � . . a 11 � I ____ - 'I - , - - 7_3 I--- - . .. . � � . ; � __.l�� i �, I . I - - _____'71L , r� I 1� I IF � III I � � 'I I EL i LI:141L rJuAl r . i.: W13(lit HOUR- I HEADER � � WOOD HELl "' T I WOOD � �� �� � : :� ZIL1,111, I, I 1, AIF!Alt� 1, : REWOLED � i - - RE'JAMED I , I i ; I � . !,. �, t !n . � , - ", q A - . I I __ l� I - I 7� I : � , - - -.-,' I fil"o PIPOSP ' Fri, ,._.�_ ... __ __ '.11 'je. SSW- 0 4 CE.C, .1� I, ll t-- T" - - -,-, R/AF ml 0 iii- O.C. : L " , I - , I, � ,` F I 1, 14j,l /-r - Rl i I I i: w! $1rut'r 1PATCArl IF I I I I I I - W, I E /2' UEN � KREA"IED I A 4 i - - ;4NE1 k PDA-7RATIO. -I ADOO L I PvWrRA9= - wow � � I I . � : 1 i . l I F I .,j I x RATION M Will , 2 HIOUD" I ": W'Di , � : I I rDAII[A 1 - HEADER d - r i , I ! -_ 'I 7 A L j m . � i I � ,� I �, j" P . I i. � � i 40ISSEl r . . � I I z I , � � 14mr-ta: __ Divl_ l - );� '� " I I i - , ,_ -, � 11 - � . ,4-nob +_�m - T - . 1 �' � .� I f7, I k i � I ; . . I ,1� - i I i 11 1 / " . . . - i i L i . I . tznll - , ,; - --h " � ____ - I � . I � I I __ El . EkI" i z I I I - 'L —7 ,� , I � 11 I , L 1 E � � � 1 2. 1 I ! 1 2 I � H� �� � � EA,,, , I . UP, , i ,� � I I T I � I � � ,C2� 1_.. __[:y=___)_1 .7. I � , L L -1 1. . I E , i'� L i , ( � , � � �,=: I � �l �� [ �� � �� I '� - � � �'I ie�.MT � � �, i I � %'. " - I� � i 'L 1.111 &I I � ! , - I " , j r, , Al 1 L . . � I � - �. I I �� � I , . F. 11 ; ;�;.: 11 I I i "� � � .. U .�_ .A, � I ! ! i -i"L F , I , L. : I i 11 I , - Lj "I �, I L L 7=12 L. � li�4�111��� ", - - , . III � In � i, 11 �� � � � __ � �. (j) I ! I 1, � � - (a" : �! � (3,I � FXMTN' I ll '"- � 1 1 � � . . I 1 � � I L � : � , IT, aLA,% l I . � Extrum j - � I 'FECIPLEALTO" V M l L. � i 'L, .- QAAS . C11" - : , , � i XbTWC , ! � � �- iw, 9CHUl ! Poaa LENGTH j m vAl w, . � . I v ... c � PANEL EfAl � �w 'i : I -I.- I (St. i I i I ,Al . ! 40TE I 8010w) I I w PANEL LI'll � t (SEC horric t DETTOW) I - �� � . . I i : � MIcnn.Nis, i - WA"- � . � �,Epxvst_ UNSI,ia p - . i I GLASS � I - I I . . N i 'em I #v_LOW) "'CiPil, i I � : I E �,t 1 BEL,Olw! - - � �� - I i I - IAE' 10 I'LAER, . . I PIET I- (sur Ecmiml I j I : l - S.-OT I &T � 1/4 . - IDA I , ') I/4'_ - I EA 11 . I � sHal 16) I i � j I � : L � s & , I � . � .IMi , . � is S . 5-W / - - �, - 4 , i 7,Ae'. � 3)52'i� � 11 � � � � 7 I I I � ! � � � WHIIIii'MUT ,6q,vA;ITJ1R* ; . �� 11 �i l 11 - � � I I � 'r, � � III' - � . ; : I - , � I , : - - � �', , I �� � ; I i ,::� i �� 4 - : - , I "' , - If � I 11 F � , ", 9 ')I,�l � � � � ! " � �� ! � I I ! 0 TIV,1, R i �, I" : � ; � I � � i 'I L I e CO �_ ; : : ", i i � *_ , '� � � : , 1 I I � � MEN. THRil i I - L,� IRIEWETRADIO, ALI I I -_ : , I I' � T I ! I . � � I : EMCARri OF TE� I I i f I i I f . I - 1 2 i J E I , I I � ". G � [ cf, 6- , , -T _u I i . §1 � . k I t ", � F11jr7"--- i I I t iLjL!Ej--- I � I I I T! 11 � — , , — I E_ � .� . - I I i L I i I �- q I F — I f '_J� - . . �Lz __ -__ _____ - � __11 - E j I L .1� � I � , I 1 PLC ,� I , i � , - � 1: ME, � - 1p , I . .11 R � , 1P.- -- 1 I I - 7�_ FAFgr%� _1 - 4l , __ pl, I I ", -7 4 _.-L j I __ Eo , I 111C � ,4 ] 'I � I Flr` � - M0, H,� � - j 11 I �_ - . � �11': , ll, � . .- I � 11 d I'll I 11 - __ A 1, I �i � _�@ �r I � - � , 1 _-�Letl, __ " 1,� !_�� , I., . !l1lilille =i:1l2=:2=l_ , - IT - - I ,� 't _7 I " . I'� � � � 14- II'll A) � - , .74 --___A l,r,'_2a , ' $,�4'0-'��9,ii��l,,��l�"l�,,�l, UP Ali, " i I ,� PONT I. I � ! , A, I I 1, _ � � I I � � Pla'.."Im, IIING �410 : I 7 p4l 11, HilE All �"S,v A .5/3z= AEw w 0 ? �L-A-. � _� *AA1 L ----- �.. ! i ,, ..... � -, 1 i RISHER 0 12 CIA o c , i ; ; I i 9 - ALS-PA loe'ALOAC� ]t I WASHER a 12 t/2, a c I I I AiUIT WARNER (ArrOMIC) i � W' 1APCiRA 0 6' �CC I # � � �t� C. i � �, - ___ ; i_ . C O.c 'i 4i .1r WIN, THEEl I I i � 1 - xo ATUO) J W-NEONATED9 AT UPOWNER-1 I I : I � a : � "1/2 THREADED � ./I f/2- - IIIEVAm ? � , I - -- KAJI - - - A� I _ __ - _ - - � VviEll - . - - � _ _O ,;:r - PEACTROWN AT MiDil � � OF PLATE Of PLATI, I . - KATE gj�� PLATT, I � � . ±_J_- -u;v I #,',- L - _: E A�Zciv 17 74� PLATE F &�� -1 2 w mm � T WA1LhQuAmftfi_uts1&Ll � - I WAUA_kXI1hMNA_A1�10 AA mQuNilga INSTWAMN. &T1RK&MT_JM._f..jR19AI[LAR_1!I -m Iffm AmHaLff-mw ALIEMATLY9. 1 A IiLiPS 3,13`�.I` 9 FARE4 JLMHUL'i, 9-LU-5AH L SCALE 3/11VAO" 1 10AK � 000"How If C/e'.$" Tic-4a val-l" r-I Ti ,Fl P.. ,x .... � ;,.% Kol ",_"l ... ... ... .. �p -. I --i ..' E s Tv ARE CLY VAUD FOR Wi.-ITIL- A- ISO. DUIO. LOAD- I j,ITl e * : -Is- FLORIDA BUILDIPIO CODE (High VoICAPTy HTIrrical Zone) - �0�1,,,LLLE-11-1 To �5!,,S, -720 PSF A111f) PANELS LENI;T. LIP TO 8'-6' - : - I I i z 41 I ;"I- .. S .2." Noll - - : I40. i z I t * It l CA 20 GACE 6,11AIMANG!ED ML STORM PAIll I IOR NEW — HlAAC rONSIREICI 11i MIADEFIS TIT SIC j " . - 1 SAREEN, w - P94C 4D. 2, W1 SPECEl DENSITY OF O�55 OR [Ck� I It ,�, I , .- � 1, I I - � - - ,!�� , � ___ Tx E ��::�= 0,10/7m � - - -�,�- 5 _,; I � _--� --- 1 " � - - \ GLOBAL PROTECTION PRODUIM LIM Ul i, I ��IL ECOlim __ . " P, � . . AAA � All- - . SLIETIF _�'15114' mi 1 1!!� " `,", I -A. 0 . , , � -4 ,�� -z'. IT-11 TTIARIEVE IF UFNIENEET . - 01UP- 011 I�_ AAA I 4 ,,A��I.ful r4filill �� A 7 , '' - � 20-176 -,"A'c �, - , ��_� - ,-AQAI ExHipi rAx, M,Roull - "A III ., - __ ,��, � I , I N 1, "., 0 I 4-A" .11-1. - AWL ai , __ , . . . P� �,;ol � x__ CA-ml . — - , � - � - rgLi *Al "I'logis Iso", _ " � L_ T,>;;;w" TLL'I 1, P-E I EPR E. � - 4- I . � PITIT -A 4 Ls A i . - , - 1 f.16 � _..____.____.______ - 11- _ ____ 52i _� __"_=_ I I I ! I COMPONENTS FQR. SERIES 2000 & 1000 E-Z HANG SIQRM..-P ANEO I (SCALE 1/2,5-L, I 2 W, - � - - - - IS 1 go- pol A, wxqwy � 'IL 2 254P ,� .1_1 - ivwlc O") 1 J 11 �2-500 , EMV ." - ___ - - - I 11 � L, I , , I lil. ; 1 i � - - - __ -4. I - - - - - li ! � , I 4�OT - , - 1 ILZ - 1 3,150" - � . QMT i I - I , I k � j r- - T��-,_ ,�. � 1, ,.---L— - � � .075' 1 )I I 1� I., / I I - f X 7�ii,l' -, - - � i L_ TYPI 2.530' I /1" I . I 250 j! 2.2"' i, / El `�'� 2 657' ""Dam- .. "",\ _'A K-will - 3.w" i, 13 --- I \ I ,A� - - - � I I , OTEC- IAII k I Iw 'Y? ,Ai CAIYANILTEE) STEEL - � EDGE � Mill �, OSYM 4, 3 , v i - EDI-5 A, 11.1 Li � ix M, =HAAA '�, / DETAIL A, j ,, I �, 0 60 "Co A` i I� LVAL A "11111A, � qPi IL - ! --- - - - � '''',il, I - � I ,lill, 11,,"i", _i , I . A,. ,;,., l L,; c � 1 t L-1 TOD.- - !I Ii�� ,,, - - i - - � - 6 mi, . i � 01 STORM WE - ,_ � " � M--;s FAIL LIP 11 - � , "_ W/ HfvI Elm �",_ " I., , �,_ I 11 I �2?` I "', "' I " , , '111 . ... 1, A ` I '�,T�,LP� , - �� �,, �_-- !�voa I'll - 1, ,L� " �': ,." , 1, ,� 1,�, ,-,o ,--' . z _!__ - ,�, , , r 2' 2m� --_-_ ------- !'C' _, I �l -�EMIIC�_ - � I I � ,. I : . TO ,� .0 : � S, - I r ,4, . -A �, OLIT , __ ROUPID17D CCLIFEMER 0 ENDS Of PANF�CS " ll I - - , ENO tiF V.-KAWED LOOP I =j - , , 1, �50' (PIT S) � [I ===�_" - 1� 11 � ....... , j , (�) " J. Till - I r- 12"' �i I ! 1 � __ � i� � 'l � g i � I F Pi � � I , IT I � i I`E ! . i L____--___ - I . I ___.. . _ � _.== 1 -jr L_ -,,,,,,,, � I M., C�� 1!x3.'[Mgx,) ALUM -AN= i , r,---- - 1 l [I ;� �i _'. - 75iT ; j � I:tilD cr- � � I ! i t , J-1 = ____j I - 'SO, � ' (8 I) SME BAR , ii, LONO Sw-TO I AJIUM. ALI�M 14 ; 'Il� i i I 1, �, P.% i � , i; __ - _____ ____ - - I- , "S - I � L14 215Q - - % � - - 2 .7t, - C21 R!13� 'b" MACK - ,I, -0, - I 3"= ��_,W 0, 1 25 , , -1 � I ,J�f � � , , 11 i : . P.: . ) I i -�? � 47 � I 3,75o, � : �� I �.] I (tw.) (�) PANEE P. I �4M W61-T6 Aum. N-LOY �- -2 119,11I _ A - ,_7 2r,�T' I I I .... . . r ,� ol-I le" , � I li�_ I 075, I _[ Tyl I I I 1 2 bm, i � . Ili 2 �, I -2"- , I I I - 1: � �c��',,, , f "I ___ 1� 2 47r)"-- - _-, _ , , I li, AT. R_ N�� IMK Q5- � I- � I 2 Ol � � _----=_-=:=- � I ar __ S' III - i 2"x5"Wax.) ALUMA_&K-LE FLORIDA BUILDING - � I � . . . INSIALLATION 2EIAL115-Y-0., QETJ.Q,s,.....k.2 ,fORLUEL SAF-MLOM ... _F'A_N E L_5.Y,5.'jE_M , 19DL-EXI�G ,YD-U�,f�E,D.,.,!,'-C)-N,(.',,REI'E D-R-C.QK_�,am --- s T -Ru.. _Q T.v � R E 5, l, A- TAKON ANCHORS I li4' VALICLON ANCIPLAIL I/1' IAK*N AVICAll l� ,4* ,.APCO& AwiHoom a' r O'CL p LIT O'CL 6 91 EC, 0 E, 0 c - : T POURED Qwil w'11rD 1044CRETE � ,� ,X�P -C.CRETE - AIDUNOD CONCRETE 0, r _10111911'r OR LIDW-KILTE I �. CONCRE-11 R_Clc�- fEI:CLgRAv -, � � HE . f DR CONCRETE � 4- _c - , El REWEEM f - - -1 gicLaRED . Ii REcLwNTO - , I -E. � I - OF � , - -I%z - 1/,I* . �:�� , I !/,. � F-C � - 1/4- r-L____ I . . 1 �, 11 I - I � . I �`_A I -1 �_ � : I _: 1� I l WITA � � �' M.A - - f— 7 I " I I , I 4 4 � i � Es,* �� � . I Lo", �� ��7fll�'-, F Do �� � I I r D . 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N 4' TALK LN micAl . a 4 112� a P: � OITIVI&SVED W/ STLJO) POLAIP) Clin'll.'Al OF CONCERPTIF SACP,L REQUIP0 HII69 IMALLATION *.REGULAR PANEL SCAJ_z 31ti a � �jj, A, I I '�If=,7�,,,�,5-0. 2/12- WiMi; � NUT WASHER (DIETSAfai 1�'4' TALTON AW"s 0 4 T/�,P O�C, CSFACAAE'RED INP, FPJCL �,O RED ctAI1`,Ai'T[ OR CONCAFIR -LCCA Fill WALL M &SnbkJh9A"A110N SECIM 3R 9-UELSAFM PANE SEPU �,/V_,' � �SIT .0 * � TOP AACARAN ,� 4 SPWIN� IDA �TTALIATX�S IWO VlQUAI ANCHOR TYPE 'lle. w __ ... ____ MAL Vo'�%,,A R!N�__. - MEAVE DULDi -1- ,"l 1-4CINg"s mo IVIAMI'M m4i: b-AKE �141 WillCATED CA AT - - .� A ��" �I,IVA,. *1 L A - - 0`3 __2 I SCROWE FOR E 0 IVIS 1`AH AUX �I, Ll o" I _ Ell ��il . (Aq ,. ) __ x`RmLE REDUCE I'AfHOR SPAC'NE, BY kiLkITil W-UH SAINEQ till CLTAEDLAL I Ammi am DiElitil - FACM I v THE vcELLOww, r--.As POP T,I& , I," -M � I OPTAIJADEA -0 BE PLY&SQUIC REDMILLEM - , - - SIAIc3ha OBTAINED usw_ I, ,/V - I� RE, ,I,, . ..... ,= EACAI AEATHOR �.� TARl 11RIDUIX 5� - ,� - C, j . i l/`E* ______J - � !�, , "", L , PEI, pq,l - - � .,: %a, t4j-6, HIT, �. I * - . I I 1— � I I � I �� lrl, i - I � : ll I, !I,- ',, III I I I ; �, 'j", . E Cl - I I I FO - � 1_� I � I �; � � 71, � i � �� , I i i 1- r -1 __ a � /7 � - A - P: ,/, 4-o2oA3/,- S R s W/ . �� _1� _j t ; 1 . T � , �__ - - - - , � 1/a-,4/32- wNl Al WXSHER � 4 -2*I4j,'SS UFS Ill - - � :0 : /I 0�3/32' AI WASHER 0 12 1/2- E1,C l . (ff"Ltl __ A' TAPOON,�I4CHONS1 TAPCON 4 O_ 1/2. - - __;J;4 C�CRS 0 4 $/2- OC POLPED tt,14CASIT, ili:jkj.o LXL'I'LIATTE ON C,DUE�E RLOCII: INS CONCRETE R.011 Rroow._ AFOAC'm Al WALL UO2ft-AA MaUNBWZ_�ll USJDRT� S_Au�f R PANEL 0 ILIFE 5AEM PANEL SCIMS 21X_�i' SCALE J/5-- 1 - PLORXiA BUILDi[FiG i (11irl Val"IiHy Hurricane I',"-,'--" ---LI 11 ---,--,"-"",-",----",",",--,— INSIALLATION DETAILS ",-"""-,"-",-,-----",---"",--""", FOR . . . ... .... ....... ....... ... . .... .. .PTWN_f_2_... EQ8. -LA—rE.-. ..... .... ..... __,,______,_________ _ " - -,—"--- SAFETY SJORM PANEL SYSTEM — I � . . iI � I .- - .., INTO EXISTING WOOD STRD-C �Q I � - . - . i 9 I- L . — . 1 � I ,.1 - � � T I'll -1. � __ I- i I I � P _� I i .1 . .--.- � 111 � _F_ I ,o,11 111 TPRUuM a 6, Cc : - . ILL __ I II-E WIKOR a 6' c", � -111, I � I t .1. � TPPS�Efl) , � I WEP '14 THREAMCP I : I j i I I I � " . I 1 CL4&,1MrP P6� KL AT Al HEACep I I I: , , - Wow tIl ! H115NDER � � ; � 9 � TEEIIi -� !� � I I i . 1/2- ! I ,/.- .. <%awol - . 9� I �- 11 I/ 7. I I I I I I � . -1 "�� - � I � h Mi i - I 1 7' I I ! w000 HEADER � 1 - I - 1 wi� I 11 . ) A� '� . WOW HILASLA L . � I !I _ - WI .. � i I I REWIRED I I � I - i F '!I. _ I , ", !: - �_ �(� - " S� COMI SLilli-Ep � � ! - ___ �, 1- � , .."L ,,, - � " ."') I- - - ' I - i I 11, k r, COI14T _�_A I - __ I I jm: __ � L� jL irj� � A,�,I LLFULall � �`�` ... - IT i l ,, ,,r t, i __ r - x � I I I I � - �__AAFQ1f. I [ SI Ell - - a 9 I I - �_ SuAl - I t i � ExiSTING I - _11 Is) � - . . 9 ,,,,,.. Sil � m GiU`AI` � I - - . . , - �� CLASS L ! 'I, ELI- � F_ .-j- _:*SAl --I Pxlu 1 LEN61" I I I ,I PANEL LINGTH E I I EXIST LNG 1 I5I ik�-_ 141 - � �,, NOTEL I BELCA) ' ;f,�T20.!, - . i l I DELOS) � � 1 I CLASS-; i I I . - SOL M S Al I -Hill I �, � i I I IT7. , 2' 1 l , ! � 41 � � 1. I ., , NiUr"": L � L I 1, i il : . � , 1� i , - � I , � I � i� , 2 � i L I I - i � I i $!! . 0 7 I I '" 1� r I I �� I I I � I � � � § I I 1 1 . i 1, . j ., . l 9 I I . � P S - I F_ 11. I -, 7 i,_.r---, ____ � � , : � , - - 1, . - I - L _1 ' - . � I ! I � I i . � - -2 1 . � � -, 4 - � I - -_ � - � 4 ' ' � ---:��'j I - 1:1 � I � � I "! "i r d I I A , S*"i* :!I i , "! ,. Il � � ��� � : 1:10 � I , �, - �� 'A ,','�_, : , [ i � -, L 41 I I I " ; i I 'i � . 1. - _A_ __I 11 I - 1-___A_ __ I — - . I �__ I 1 . - _l - - ` . . I 2 i 7/8'0 ',,�" WC= --TE � � ,�/32_ WINC NUT 2'�4� Al P,TE I 7/6'. - ,VJ7, -I, NUT I a . . . VtInUUAit I - i � WASHER 0 c, l/.- -AC RECCSCUC I WAS -HER 0 COC�CTAN . I i � � i I . r I fl-lo PAARPEAELF P �_,S I � - �: it.-, , 0 RANELIAXTE - US i c ! ! - . 0 8 1/4" OC IT,` � I WIN. 7HPICADIED PEN'Em'Amou i 0 F 1/-' M]KUT!,iIZEAbl .. . � - . ot or/1 7/8" L PEAETFLATTINN I �, I E E � At MMEWFICITH Or PILAE . -1 . __ � I� I AT Mill - Pu,Ri� I - - � i I I � I FALL_kQVW1!ffi_ INZALi i AALL-m: ,q N I � � AL1E&&U[Y1_AAW ....... :IHI TI,11171111" ALIERHAMi - I OREGULAE PANEL " � . 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A . , ,", z 'l, � - � . ,. ; I E I � T_ m � . : I I ____ — 1, i ; , , . . - , � - � � I I ln�_L_ -I .1 ff I —.1 __ I : � . _L__'__]_1J I . _i__�___1�� I— - r ' -i- _lE . � ---- �- �--- - . - _11- - ___—� - _-- � I _�� - SEE AOTI ,I W4.7 KE � .1 � Tv .1 , Mo, 104 WATW� I 'Po'l SOL P, - TIAT : M.�, , HA, � . .. -�-�--------r-----.-----�-$�.fT,.kI Ni CHAV �!L FiXT *000 MIL L ___ IT MIT OMIT CA Sk::V TO - .----- .---- VIC AMR it - !:D DR, .l �D' - " Cj . RE .IVALLM A' L� FEE., " kg) OR 3 I/ - To - P%;AL ELEVATIONJ,Q at PQ 3 Ai . R 'EA. -11i TO 1AO4LCATZ IHSOTWALiAILI�. __URIIES 2000 on,44c ii�iAl ALwl , 'EVETICED to Be INSTALLED IWV - � _,. L;.CT,RE W=0A - _ SCALE 113r . IT � 0 AST - -_ ,_ ... A -1/4' - OA!` A- I-- - - - - � __ - - EW I/,' - �_ [-!!� -\- ______ --- � /0 V / \-,r \ ,L:��Hi - = o .L-,./ _1 - , . i�p- I 'r;m T AL, UP A- @ � 0 m.f11LQs__A__A EICALE: 3/m, - L� 4i 0) DErIMP[ON-Of 3010-i C - 2 W�U STORM PAME1 SYSTEM CONSS_mW OF PANEL � C T __ TRACKS TOP & BOTTOM. (2),610 PAAl SHALL MIRAYS GC CONNECTED. �,^ Sol TRAC� Vruznll A STOP BAR a SHALL ElE PEROVOED AT TOP OF SUFC8 PAWLS [3)� IP END Pol )r . � 4�rT R�OC�1/� �IrTTOW TRACK. CONNECTION Sil i�ONSISI OF '_ I /4'0-70.3/i: � INTAP W-ff OR I/API Mil- "PLIMMREW M70 TAPPED BOTTOM ik,"CAI LOCATION OF FAST"OESS. MA l RE AT OTHER or r*O EXIERIOR FLAT IHAAMCF1," OF END PAPIEL r4) LS ARE NOT POINLAILECTED 10 IDDITOW TV" (',-. A STQ? SAM � �!V .C'121�1 = WIT '"I)ICAI � EAST TINTO PANEELS SILLEl BE C ONWCT�D TO ESTI CIA TWA " LYSING SPECS INONZ.70 ON N07T (3) Asci IS StIC,E cksz� CCN1iEcfMCA. OF PANELS To aOTTOM I,=,_ _ _, At" OCCUR At ART PANEL LOCATION (5) SEE SECTEOk , I & 4' ON SHEC 24. 5a ANCHOR SCIIJECELLE ON SIEFT 21I .141-- �3- Al 2�/240P T"/24 JIM �� t3), 0 18 � IT - wE I W-CAS _� _ �,r - . 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' REAft 14ILiK4 TO CUP"PA-E ATVA. Irg _MN : !, AT%AOEIT TO eS .l YETEM I '" " -] � � � I - I V. .. .-.-. : "SDE CA STRuCTARE I____ __ ___ StIIij: .Al � I' .j 1/1 - c- 11 4' A- GAP -I - F - 11, - - �7 1, r �, A,,�"A�-/ -;�,--/PI -- I - 1p / 5_7 \_/ '11, N�_ I �l - A_ �1 I.I_ - = Z 7_1 , �_ , , cl� , (�) I AQ Eftl i �_ .3=11.0s 1=1 (i)"Ar ISO PANGA ffilriiE ouk E AIC2, . I" 0) .W=AW_QL5WAlAEA: E - Z AIAHAL 5TORM PANEL Fv'5TEA1 CONSISTING OF PANEL * V' lFACXS AT TOP EA HAN�Lkll PLL-S Oq lIS' LO-ji AT FECIETCHAL Ell PANII (2)� li Ell SLAI ALWAYS kit C�X*41l 17 " ja�74K SILL WALL 9r, EADNIS OF PANELMATES OR, 48%, rY - - TFACII AT ]ACITIOM, ONE PRIWLS SNAU BE C.t�,ED W 1/4-.-413/4 .S. W/ 7/8:P.1/32- M4wi NUT OR 1/4-I Mil. -HLNBV-RE* 4NTO TAPPED C2)(EXCE�l- AS DESCRIBED ON AKEl (3) EIELOW�, . l�C, FOR CASES WAKK E-10 PANELS ARE ESE .K,RJL� A/ 15' 4.0w, TRAl AT . TTOMILRL�r ENO, Fi ARE AIEPL CONNECT-LD TO BOTTOM TRAD4 ji r STIAP FAA IF SHE FE TPAPDADED AT TOP Of' Sur" FARCES, JA�l PER �KSTALL4CK,AAS WHEN END PAPAl AND Si iNTERIOR, PAWLS ARE i MOUNTED 110 Fi fs, ONE INCLAICIR PANEL OZ AT WITCH ATTACHING 90i TAtZ9 TO WALL MAY a, USED j r_1 '.'/- I -FM XCANS CA __ 11� TK PANILLIMATE5 FOLLOWING ME; 5HCE" ON ELEVATION AND W/ �_ 3 �g 11 EME INSTAl FOR THIS NOT NEED TO BE CONNECTED T-:� = I= '=y.,-f.:,L_ W_ INSTALLED I PANELS ii , . , SUICA THAT Aa,ACEN RE .M a ALGHT SIDE OF . TERIOR ItAl HAl I'll THEIR OVERILAIll -_.AKD CY AFLORIDA BUILDING CODE 111i Val,acily HurrIctUrNE 11mlawalmmommumm mqmLfh'ff!.vmx# m, E%3w 1,111-rawins -., m" U,m,m Jmum , - INTO. EXISTING...?-Q!��CO�j��COC.RETE... . -BLOCK, $jRUuQRs_a I�'A' TAKON ANCHORS 1,14* 1APCON AsKADIES a V* o.c a 0, OP� � 7--i CONCRM I L L- OR Cowil (MOCK POURED COEWRCEC - OR CONCRETE Sal 11 .. KINSWO I- � ��_ ,�EGLO�m i --- �c I ::"., , - - i I , i ----------- I - """' _ - � I lic All I � I � =_ . I I. , N.., To. , I I � � I I , - -, IF .1 . I 7 I I I L � , I � I ..Ar,J_A�l , [I. I I% ii I I � 14 _4__' Ll_ - �-j i, L 4 , I I � I I PONT _ I __ ,_ __ %I=�- � - , �� IT - I I 1 ;l - . a . � =P__ . i 'i - - F- l' il ; �11 I F ! 1 1 '� I - § p � �, NI � L ' . O. , =El � , I I 1 I . 11 I±t . I n1si I � 4 I � �� I 9 � ! � � � 6 1 - , - �, L - � g � I I � I I � � I � I " . I " 1, E I pl�ll � ,. � - - - --- il I � ! 4 � i: � � I �,, 1, " 9 Ii I I 7 I " 1 1, ,8 E � I � � I � � � 5 qe F IO,M_ AtL .. ., -1 ,/� . ( I � � . 9' � . . r' � � I � � � I I : I I It - A, ��_ - - A, @;I- — ; . .- � � L ! t . a i : : r . . � � ! L j I � : . I I � - : --I— I I I I 4 . I I i 1, c j,) I I . F � i L:' r I � � . - . I . I � � i : � � (T 1, I ,F E4D- - ] I � ; � � I :�D 0 : :: : k ! �! � I ! 11 - i ; I 1� � � -_Ioww , , �� I a I I I I it 4 - 1 o , EA FIE'STAXT-I ALMS W/ I #14-10-7 PA)l PIJJS W1 7LASPE A 3/32, -%IC NHT WASHER 1/10i ,, 3/32' "O NMI WAS'" I IT 1'e" O'c OCYONO) SOLACED iLIJAIl CIR CONCIAl iflillIll 1KNURO) CONCRETE OR CONCRETE BLOCIII: REOLARED NFQJRl MIALI,00 WALL MQUKTM INSTALLATION 1=961-1A S=QN 56 #-RMLAR IRME SCALE 3/6--l- 0-11EE-SAFEM-PANEL _ov1i1x16of'4C1A1ll SCALE vr�7, � � ,IT". E/.,. SIX wl 1. & = _UA Axl A, ANCHOR TYPE, ___ - . �Ai� " SPACimo Am INMTR�_-Wfi "'no, - �_ __j��:�E�"E::� " -T� PiEn FRAHEEL a AAAAHIF ��', J � I 3 AILAWAU: ARCOLA SIA ICIAIM MIT, N ... ... _f �k' - - tolumsEMAIA [1A*vft fh�) A A rcoc w-A`&r ON. NO ATELI cm; FIAS ANIzz HAN a LEAS PAN P&MARD � EC, 1 6I ��" EAMA 011 , I , . j� 3 V2 I R>FORALE ODUCE ANCHOR V91115 Wr MULTEHLEAFT CPACAAP IsAmOm ol scmwa I ACIEWL EA pw - i mwom � fill .. � W THE FIX31- lAtTDW FDA THS OPEFATION To w -�� AlOoom . E m I � I T'I. - - i __;__ SXAC`mG effulomp vill FAII 5"ALL "I'll 'HA. .— sAAcw .DK1mrEO K LESS � ; '12, . I [ - FOR OMPI ANCHOR rl III IrAts EicHl Lv ,,A� ,.w I . a ,12-- 1 - - _.- MM& &=_ Mm-eamL.Timm I F-Z -1 STORM PANEL SHOWN. OFF TH'S PROWC7r EVALLAIN�314 DOCOMEENT (i HAS Ell VVIPPIED, FOR COMPJ.N;E� N ACCORIALI Al 14E 2020 (7th PD-ri OF 7HEE FLORIDA 8MILDING CODE� OCSIGN Wl LOADS S,Ul WE DOF-Midi AS PIER SE ji I '-' OT A EATPW_ C.- CIP 62v THE BOVE M N CA, FOR A Vffll SPEED AS RECLAREF, OP OVE JIJRISDUCTION WWW _�il SHUTTERS WILL BE Ill AND 10 , A DIRIH17KINkin rAmIR ii-oSS USAN4 ASCE 7-IF ACIt StALL 1101 EXCEED TNF =Ao-AU (A 5 C � LF , ',rN VAIR5LUICE RATINGS INDSAIEL) ON SHEETS 25 III 2- Al CIAE" �� I MEMPT THE N&OLIE COHIMIEl U� TMATE OES ,CU C'IA0 LWS DC1,1`illllRUi� �- As2LF l- IF, SHAil HT �!' I ;CiT REVOCCEL TO AS D. Oil WIND LOALOS ST ULlL_AP'_v",fAG THEM EF., EA, !N LlR`S-R TIC " � COMPARE THESE W/ MIAMI. LAZO) __Imll PRESSUiRE IW ATFACAIED ON SHEETS �t * - N ORDER TO VERIFY THAT CI)II-C�ENTS AND ANCHORS ON IPS, P.E S lit GWR STR SSED A 3aX � PEASE -I',, AS TE I'D CIS Wff E L, I - IN ALL-04ABIL-1 STRESS FO� VANO LOAEIS� WAS I= �Il :N _PPW ANuM`YSIS, FASTfE,EPdI "n- 0 OW Hi SEE. - f. R CC I A DETEEWW IN ACCOPIWIl MTN .N. I, S_ 20 � 5 STORM FAWL'S ADEOVN--Y FLAR WACT AND FATt3br RESTETAKE HAS BEEN VERIFIED . ___oAWE WITH SCIC-ION 152E PHE AW-17E MENTIONED CODE A-5 Kil KNESIRATION TEPTING L f0f, INC. REPORT 1 203-- All -Ri TAFS�20- 74S�M AND 1AS-03 2 AA5 S,.TEq HAS 119mm vCSKIl "Ic ac INSTI,111141) ON THE OLMSPICE Of THE OPENING Accl -I,C OFFillow rRHO THE 11SOf W/D 111111E I,IISF OF 4 AIA,L-,� MAE LJCT HIS APP�OwTvw _�- 1'A,LED WHEN INSUIL"PID, TO 1� F ilf-ACAL11 ALI i PfRJFEAEWT) `_rLOMA THP Asof OF 5,T1q1IjIcAJFRE � 1_5illii_z� 101P) HS.'r,"LLAIll 15 APPLICABLE TO 544GLE AND ' ELL IDIOI STIeLL LONOCISS Wl INS"HL-El IS FILS- TO, SL PERFORMED FROM THE WESON: 05' STROCTURC. - SEIS� 2GOO iNSTALLAIRON IS APPLKLAOl TO SINGLE AND, ODOWE Hii AND 11OR,l S-ERS STYLE WiNal .HEAI Ii�i�N IS REOUIRED T15 KE PORPOREl FROM Ti =.1E!IDF_ Of ETRMC-LERE. 5 ALL A,LLJVN�M EXTRUSIONS TO 13E RDE3 -TS ALLOY AND -� EMPER (VNj_ES-S QTHERl NCTED) 6� Aix AlLumil sAci-,'l LIETAL LOCO N7 CtOSIERES SAIll KAII: 1105-H;4 ALI-011 " r, Rr-- 011 S"'ElO _RAC NO Will CAVIIIINEZED Si , ALI, STEEL SFACE1 MC A fliqj-L�IP ��Al_ 4lQMAf 511141:10C I AST.A A-6`0, T4 V`Il`�ALNO`140" *,`Pi��� 5IL5 Mill r4L`TUq Pi011 - Et I'LL �__ SYS TO St SJANLC!,-� Kl-D 'T`t OR 2115 AS! 21EIESC CIE rtAfl RIEll _`WL`M rANDOPE Tial- AS PER DE, 5001; Z' SO EiAli YIELD STR.-,f;G AND 90 m; TENSILE STEEENCELl TIT Shill COMPLY W/ FLi SHILOING COCE SECTON Z._3,34. S. sal I-. _�z ASTM A-3W GALWINIZED S-L-L, OR 051 304 SERIES STAINLESS ST-tEL, t`C-1. 36 - MINIMUM ITELD O-Enl 1� ANOKONS To WALL SHALL BE � FOLLOWS ,A) � � 1R_r_wTw_._pQvft1s11_L2bL_SI V-'A TAPCON AK�i At MAJO-1,1FAICTLIPIED Of ITIA n"L WEX, THIC �Tiliill 1'37A�2 �-) . VAT A, X 7/8' L."ILA-EL FAICHEACi l AAMI-IfALLTIRLD w DEVEPill I IIIII: jlEfflN T"RAOLI A &i � - i, A, ED PANELMI FERIl l' 4, fAidiEll MATT, PLUS APK�CLIS ASi �411,11�,illl,ll��,111,��'�lU�r�ti V, `t".� CONST'RUCTIC14 PlAiL - Wc-l-" pl _E A=I) 'ARDIALIM EMBONVIEW OF TAIPCOk ANCHORS INTO, PS. -I CCW.RETE Si BE I 31.* 040 2" FOR PARELMATE TEMPLE IT) & P_J1EMl Pu� 42) WWMVM MDEDUE74T Ol E5/4'. A 7/a, CALY-N ACNC��Ill SLIAU K 11 7/f,- - G CIDWIVE NO rusEvilif Ill ANY rlW,rgl MEATV"W_ SKEE_ BE KRMFTFED 1/4' 9-20 SO SIOFXVALK DOLTS LJSED SINALL RE LONO 1ENCEL04(SHOLLD All EPASM MATEl FXMr) TO t 3/4- NI G AACNDFI A A IN CIISE THAT A RECAST STOW P RECAST CONCRIFIE `M,AtELS. OR PANE RE IF �_�,Cl LP ! riE fX01TAID PIMA I CIA 11 �qk`LELL W ZZE44 ENOUGH TO llil,cll 1; AI FLINCIF, Ahil 1 Mi SIC11511inuil Ell %CIA FAMI AFIlliCiRl 1ALALL4 OF AS 11,11FRTINED N ALA) AND UIL A-2) (a) it ... w,T,sfi_L;QK9uLGEQa� - 1 W - 0 TAPCON ANCH011 AS NCIA-EA�_TVRED BY IT IN Sufloll i - � /- 0 X 7/B- CALK-4h ANCHORS. AS LIAWITACCOLIWO AV IWEIIEUT 04C (f'-1 p�r , - - 14-0 PANDul FOAFU � All PANOLMATE PLi ANCtOM AS WAKILIFACTLIAl Sy n_C_O CON51RIACTION PROSELACTS If'707T Ilil I hurrAcorm E I WAAMLIU EMBEDMENT OF TAPCON SECLECERS AND PANELMIll ��CMALE 0 & PANELMATE Ptus INTO CONCRF-t 13LOCK SHALL BE 1 1/4- - IL�iP lWill LWBEDIVERT OF �/4_0 X 7/4- CALK -TIN ANCHORS 5MEqL K 15 7/9- EKIO CoNICRE"i NO, tMOLOVENT INTO WHY FAI MATERIAM. S�AEILL BE PF91l 4I14- 20 SS SJOICIANUI &U,T!L ul 54ALL 6E LOW ENOLIOAKSHOULD No Ful AUCE-Em-A, EXIST) 70 0A!iAt1_ 3/4' APP) ANCALOPS E` !A i--ASI, fl4AT iMPECAS! STC-,E� LIP PRECEW CONCRETE PI RE FOl ON THE EXEI WALL, �--VCQAE ISKALL SE I.Cril Dtw�- To REACH THE mi 5!WjC7`l Ell Sucti px-IULs ATAT,l � NED -� 9 I) ill IN 9. 2). - M AMCCEGRS SHALL EE INS71ALLSO FOLLGMNG AIL Or TIM RE.'701"ENDECIONS ANTI SP�QrEl aF THE ANC�HCR'5 Ll LIFACTlUl 11 IF S K TFE RESM*eRL`Te OF THE CONTRACTOR TO VERWI,l 7HE SOVNDNE55 OF --K �_TFIIXO,RE 101HERE SHUTTER TO � AITAll 70 4N1,I)RE PROPER AJACHORILIE. THIS SOVrER SHALL ONLY ECE AVACHEIC TO CONCIREIr- BLOICK CA kal fR"E 9LALVIPr'SL E 2, TELL P9CPA4LA" INCIIIIIAl � �_ �LiA,11!:AACIL PLI SFK,i-�!- O�Ol ElYll5i I&M,Cif REHAIN AN CoNfloul CCHFAl Al THE RUILANCT Ic ERMA'[ MANDARA"' N'WIL"t" CAL" Ail SfJ4- SMVrr��' "RACKS PUJ- AROUND Tl I �`Roi 13 SIGILIF PAIVEL ,A-SIALLATICRA SHAL, ��',MFLY WITH SPECS OIXCAI�Z IN THIS ONAMINK; PLIES ANY el�ifl W0 JONING REWILATIONS ATi FIT THE JUXISDICILON WHERE FEAMEET- IS APIA ED TO 14 ATRIUM WINDOWS AND G(Ai ZA: F - 2 HANG STORM PASi �_ 5�� 6 ii poll �5_ ( , -, ll WEOoucI -,vAL,ATXTN DOcM-__-M' (PE D,) PRIl ey �PTFS ENECONFEA [S GENERIC ARE EIDIl NOT PREPADE , W-1-IRMA11011 FOR A SITE SPECITY! PROJECT! 1 A WHERE TAIE STE CIDE4011701AS nEoLil fRom THE PX-C, ('--' (COMMAO"'IEP TO BE RESML:��SI31 9 1:'Pr C-IF SCLECTICOL, PICIACL VICE ,INC, FESTAL LALHA lIi� -_,irliPl , wE P,ErC P� OF -Li PRODUCT FIASEO PAN lKS PC C AA:1,IIyjI1CqM IME,FSAi LLt� FACT CUM% IAIAI TK-_ CONO'll DECAUE0 ON "HOP DOCIUMENT CLANSPIAL.-Co., SAPIll Aa SiTil I$ IRC LIA,-RMCTGP'S PE1;PCl,P3I8L_l II; T�ht PROESCI VAALHAlFON CGCMIAENT WILL RE COHSAl i,'l IF MOOl (a) SITE SPOCT,k; ISPRi SPALL ME PPCPAERED By A FILDEll WIC;MRIEL) ENCLINEER OR, AK,HITECT WHICH *l !�P� THE ENGINEER OF RECORD (ECLR) FOR 7HE PROuECT AND Wi� WILL BE fil�!ATONSIBLE FOR THE PROPER - - � EWE P.E.-I ENCINEER OF RECORD. ACTINIC AS A IXL_�GATED ENGINEER TO THE Pl_)� ENGN,IMR, SHAL�_ SURI TO -10$ MATTER THE SlE SPECIFIC ORAmr,M,GE " RAMADA (.,I rl CEO SHALg NEAR THE PATE AND Okli SEAr. APET 1,-_'1ATLAqt CIA PIPE PROTTISGIAH LNGINFER OF RtSiNTO THAT PREPARED ,'I I IS STORM PANIC LANUFACT ,IJR1R'C ,ARLL SHALL Fill. I i 11:� El 04 A ACAl ASOUK 1, I 11 PiAll 'A" C PORM All I 1114 ACCOA-011 Al SECTION � 70t C 3 OT P1,0111114 LUILN1,1C, CICl PHIL LURID, SI ill Mif, ALAd,FD FOR Ell"Clil' CiKHl LABw11r -10 Compty WITH SECEINN 1709,9 U ii THE FLOANDA SLIELOINLIL LODE III I LOPfOA OWLI)ING __ INSTALLATION DETAILS FOR SERIES 2000 AND 1900 E-_Z_+IAN_Q_.5ToRM F`AtIIEL:�'1) JNTQ PQUREQ CONCRETE OR Q0NCKjE_&QQK mAl IMCANI111 � - =11!!�_'11 ,� QN."I I`— ��A - i PIl ' ( l_ � I :,,�, AT � � = I (----- - I A:Ziri: rt - " D Ill CoAtor", ANCEA'A's , � "I ma will"o -_ ;( ,---�,,, EAL, I A P, WAS %TP,CXxuI — . . ANELT IT, r - O,� ,,�, A : ( I I r I � A :-I, � . ": : . (P, SAW m I /( : I I ��_ ., .. v/6 ,� � _�� - - - m - ,,V,6lta1J 01111PIK. co'l .- I , ,, 1 - 11 � 04 - B - --y--vi - - MULA, -7, - I I% � 1, � , � I __ ,., ;�ll � � I � I ; � i . 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I I � i I 'f,� i I I � k , IJAX I i t 1/2' LONG &ErVE& I SEPAPATION ' I v � � ,�- V_u. : t � I I�cc 'CA- - BELOW `OR IJ�_ACV=%�, �CA i i . I— r TO '3UPASS - PANE- JENOTF, . : LANE, LEW'T" ; � I � . !ILE sc�&Ouj i I WE 511�EOP,A, I � � (Sn Sk_-,LzvuE i P, . � I PI&a Nb�� EEMAIJ. ID 01, VANa MATI, on FEW C� I . I 'O" s"m I� �� , i ON SHE� I) I I � ! I , t � � . : � I � I PuS (SEE 3c�fmlx ON S�E= 11) . I I "! IT I 11 12, I A, ,.!Eav m �1 � ; �� � �! : . 11 i � A I � IT � i WSE AR- EA4`L _L-M�IKIN - , � � � Ex,,5TINIO I -, CLASS 1* I T I � mw ��, , � , ,� E -1 i � - 'SETS.AtIs-, - , T - - t 2�� *1100 __ AE:;qjIPEO ' 4' PLA-1 � I I I - I ON s'ul _�) , I I r �_V f . DIRECT MOU-NI ALJPAC� I I P i � I I � I * I I I - = ALTERNAT IVE 2w, - I 11 , 4 , i j I I � I _f I I I 11 '- � i __ I 555A SPOAC C"'IT-11, ,I i 11 � flif7l . C11 �11 � - - f---- � ( - � 0 -6 F,2- OX SO P TTGL I 0i Ol P.�HEEI I I 1: 011I mrv. T�ANEL �,EPTILTTHFS A, I I I I SLz � � I � _�.1-_T I OAX ASIT DES-;N LOAEP:� P"OR THAH WGTALLACOINc I I OF L EO I,, 7 I � --: Az� %0R - A ,� i f � . I -I=�-�:,Y,-__"T-_ - 4 smi I � I . __1 . � I �� - ` i I 0-- � f I I - _ 3 4- 1�� I* I� 7 �H? _. I � . � __ - � k . I l'--L----'- - __ . 1 _ --------- I I - --- - � I I I , L F c a I I ftGO ANIMIR'TAT '15, * HEEL I 0 , Hsinmrvlqt� t - _-, I � , ,� AOP,,jj[CI Pq �,TL IC I I 1 SPICUT, 9 NAY ff -o "TA, LpK ,,_ : I � � ------ _k - ----- �� I � ?�Cc SlIPPECILhE CO I I I ______ ' ______ - -'- -'- I . 5, LT: III W�JAUA4IION IS HALEAH -0 A Mf .ILA, .� � MEJ IS' . 4 CAR _. I i . i ' , "' , �'..' vR:TOv J � i -40 - W-37 E : I - MAN � - IPHS 5 . RUNSURDA, FR)W AJAY c PLATE RLQLARED � . R-104 � rKsummy .W,lw - SWEET 1 � L I I .XAD AMC HOk-. 11 wN. m,wiAnCP ,, P.A,SS ,m3cxrm I - - , ROGD I F !H� */ 17OD 1 oN vart I - sE -cmxm 10 1/.- As �. . i PLATE REWIRED I CQ -K*0" IPOIAD T�- PlAVOI&W 2- I`P� -�� OCANPIE ID � i p ,� SC'u, - VOILL. Tum PANO, WTI purs) pw- K lipw%p PANNum AA a 1/c icLC_ � io.kv, ATHK ! f III IT A ALTORIM. ITHAT IC T/E' OIC� sPmPAA INA&AIM 0. " ", LH I AS '"' O'NO AP" , "I't.17 , I 1�1 I : ITIPT 11!11�P. 4 IP� �w AA4 wvcl, 11T.EN,TLAj I I : PXT4AI 11 .Vl, -4a P. P, I � ! 11 lIC RIO, H POOL PANEL UYP;1P, A LAKvLIA � 06, AT NP, amh�. r I �_ j : C�19 It k K-�-� FROM LAFNCER � L-DA.M6 AAt0ARQ ON, PO %AJftw = LANE. LFWIH . ,2. � WALJ_-MOLWBNG / 0IFZECT MOUNT 904MKL AIEET " ' WALL MOUSING M vIow Pm,;EL I&AAAHAHoN C. ow, � ALTERNATIVE 2W - � 1/2 , LW - -EADWADNENT ftN SHALL 9C AS "04�-- - KPC A,N ONE-— X MAX ANN- I SrT�E 3're- wr I '"STALIAN � ff 2 I 1q, u;i.G �� AA Im cw� WERVATIK IN LA ACA -A, ZC�m �� 'Ro I � ISOEASES P, ASHI O,m STANTART, HAL -.Er 2ON MY CAH" Im, VITT PC,O AATLLE I/8-1. 14,� ,OT ALLAM. wm OwT rum WHO INADIK 11mH . L ZONOF 1, I . � KEN INCA k 1,06-OL : "'Aw"JAPTAN'4 � I _W, � I ..., .. , -it I, !, I - - . � - - - 1. � --I-- - - - __ _ __ � _ _ __ ,,,,,�vI A - I " 11�0; ____c_ ;1 �;, - 40im� 4�_'_,� ", ,T_ Em I I A Z_ ., ES;* 4Y1� FLORIDA BUILDING CODE (W-� 111191 z . - Yom FOR cOMBTNqQ_hL,E I i 1 INSTALLATION ARE ONLI VALID FCR PPAK�.. AS,D� :; : ' NO. 44167 " t 11_w'N,w=.1 INC . - = _yLcjmtj5 I DESIGN PRESSURE. ImAlwG; (p,sf) AND PA',EL = . 24 GAGE GALVANIZED STEEL = ENGTHS * � = A R . �* i _______ U ; TOP JP VOTTONP MGUNINGS CAN RE : AS PlR ETC_OKJW�i CIN 5"FrI ,3 fux"EPT FO 3 I * . " Z_.TW'� .. ...... � . ... : ve) , - I TL. T E _C0 . ... � P.' � 11 Allf, L' ' ,` cchltitI '01 O4 ANY WAY TO SUIT ALTERLIXI 2 �� ,PE, sul3fip-, 4BRAL ;�,,-:�_:.� P, Inc. -1 GLOBAL PROTECTION PRO iNS1TAYLK"r!QE1 I KNol LTI1 5I �RNEIT I I I 'OR "' "' X, ,,,,;�- - - , _,-�� .. __�T� i��T �� . cH..bm. __ � . NIEW NEW FRAVL GGISIRIJITION: WOK" i� C '. I �7 - fol, - - - .. - - - , � - ..'L F_ CO.. "A ,,, - I � 1AA4 �-U_-_u 1. j_=11- R-le. Pft.A"M�, - TN A MEMBERS TO BEE SWHERN PINE Ko 2, W/ SPEC -111, "I ....... I -IFIC �-W**�,s .n , . DENSITY OF O�55 OR E DI,PL -,. 111111_1111..;_�__�"__,L�l �- -,, - __�ff I __ I R.— F __ -..-. . ... . - 11_ � ____.__1.___... �� - j - __ - - _ 7:L Hurrkone _____ ---.-- E E i r aENF7ft_NDff.12 I It I " lc� �9_vnitpg �BjPgIL,j,%V__sp��&H&. T1Rk1ATJ_=c__-_Q,Ix5 AWA i , STAREI P*IE1 SHUN, CIM tCOPI�r1l , 'I R Is PREDUCT OfP[I,ATCjTP ECTTjIO[Rj PIPE O) RAS OLTN III ACH 0TUPLIATINCE CI Ar'�OR - � '4'0 TAP"CIlIN AL �ZP AS MANUFACTURED 6� 1 I W. 00'PLOCII, INC WTI. IIHE 2020 (71A' CITITICTIP) Or THE fLIETITOP, OUPICOPTITI COVE THIS SLORM PAHCL -INNAIL, ROT RE INEVAL110 ,%I KiGH - 4'-4� 10 PWELWM F-M-ALE 10 AND PANIELMATE PLUS ANCNOAIE� Al, MAJPUFACTURLED UPP LIXTJ CONAIIIACICTITIPT FROICUICS i 'CV k IiAlIXOTY HURRICNNAE 7UNES AAMMI-PADE F 1*0DWARAT YNTHF- - ,/4,0 LAC; SORPEwS PER N D's .- i DESIGN WIND LOACKS SKU'. RE 001ERMNE. AS PER 5EC-M 1669 OF 7HE ABO"s MEACIONEO com FOR A EANsIc mc - YjI6`- . 6/8- *000 HVJSKN<�. AS D6511PUBLITED BY A-, RAVIR S4ACft, BOLT & SPECAJ, co �_LEEI) AS REGUIRED DT THE _A)RWCHQN KHAERT STORM FUAi�_ INILL BE .NSTALLIcL APIO FOO? A O�CFIUNAKM FACIFOR i RO-OF5� U"NG ASCE 6 'NO SHALL -3 CXClEt'3 -R-1 E�W �XSCIJ OC-AAA 'Rf.-ISJRE RkENAAS ND,EATED ON SHEIEHS C I) MUNILIULt THREADED PEELETRA-106 INRIC WOOD Of TAKON ANCHORS SRkj K 1 1/2' AND J` FOP FLC`- PI E PLUS - TNOU I 2 & � 7 A KNO PANELANU FElk-LE 0 - AA HADER Ec, VERIRY THE NEONT PONDRICH. 1ALIPAPPIF OESALN PAINE.] LIDAUPP 017-ERVINED OCR A5CE SHOU, BE EASH RLnucED UO - I-D DIESIG, PAv51iquNE: RAHit, C"P TIPLPLTIPL� T4T IT III O I:i IT 0ELC IT NI ICIMPAPO -PiV�E W/ NIAT (11 -T ,I � C 2� PTILIMUNI 11HREA&FO PI�NCROLOON CO' LAC SCIEW, INTO T., WOOD FR.-ME unift lAIALL CE I T,rz-, RE IMPEACTIO � iN ORDER CA A-N PAVSSURE PAVIN-IO &DICATED Q- -�I'�, I� I'S I. 9 TIPITL T I & 11 �� 11 a PEAd'OPCOPPIN WQ TIUCCIC SHALL M C"�-WSICEICIO AS PAS` OF JPPI� TPLQ� ""CPUP,1I1 PTLICURACTLIE To �EA^ -HkT ANCHOP?II ON, - ' 6 FP' C D AS IC�JCIEJC WERE NOT LvIER LIMILSS'U, A ."At PACREASE IN AL1O%Ah-__L STPESS FOR UYINO LGAH5 WINE NM UAA]` KT NER AIM-6 FASTENERS SP�Z_N,5 -0 WOOD HAS RUN DETMPNI N4 c 11 wopvuu EDa MTAWE V uAr wpvm INTO IPr-01. SHALL ICE AS oqj� � ��E DRAWING AC -CI -I I'PTH nc� 40�8 &_EfO,j CIE WVQG eL e� Sh, BE ST. ORM PANEL S ADEQI_AIC7- FOR TWPACT AAC VNTIP RESISTAP41AC --S BEEN VEPArE-D M ACCOODA14" .THH SECT, " I Wor !I? OF (�,4) WNBAPUM KjNEr' A- - LL 5/W t_ Z0 SCRFN5S USM SHALt BE 1 �A?' --cwC AONT ! THF_ AWYE MENTACI CODE AS PER AMUCCAN TEST LAS OT SOUTH FI,O]IFfaA RF�1_1 F0814,01-07 90 #Q219 O2!-TX1 A,S SHOULL STUCC-C E`XE77, AND 1' MINII FOR WALL� WIN INC STUCA�P, PUMA E-EY T2-IEPP AL �-S! f: 330-02 STANDAPIDS, AINc ,HER,cw,N YmNl LAH sIAUrH ric,QlCA qmmm 1112,101-0 AS EASE I ;A7?M APITIO TPOS- HAOTOCOLS, ANT, =` PTIR PC%PILU-7Aj-N'I PITITITTlITNED IN -ITTIOTIPINN: A/ AkL`TPOA TPON, III OTE C T) IN CAST THAT PRECAST STONE. OTE PRECAST WNCREr! PANCLE, S:`UCT_1 LEA IHOOD eWDS HE ACHASS ON THE CAAS ,� -HE I V�OWOA POPPLITIPPI, CIOAF 'FALL APPI:140PS SMALL Rf LONT', EMCIUCN, 70 PREACH #A�44 SMUrTUTE RETITHO SUCH PANELEr ,UO.'1ILIRJkCC SHALL BE PIC MENIPONtU IN r 11, C 2!1 IT C .k � ? A�L A��MfNIIAA '_XFFkKM7NS TO RE 600-1i -ILL-Ty ANIC TET&AtR, '_IFOLLSS OTPRIPAISF NOTCO�. SC � IFFEET 2 �D) m*� SHALL K WTAL�m 'OLLOWPAl; "Ir O, 1APE RPET,cwwt-w�wsis ANIC sFEL.mAiToNS Tl T"T ASIGHOWS MANOITILIURLN 3 AA'_ ALUMNUM 5REET HfIfAl TJSED AT -O05URFS SPA�L IW14s 3RC5__P" Auuv� p PANEw's WAY kw BE INS7ALL701 HORIZONITALVf FOLL)MI NSTALLATE04 DIETAPILS SHAHAN 0_4 SrOrCt I THRO� 6 (SkEETS � 1 4 A-- `HEfI, '�Pff`r ur.AA RNACIIS �IRAEL Uxr- ATIRUCTIRAL �_A ITT 5TIFE, ASV A�5_3 GPXT DO iWNAft_W C- CIO C.k.ANIZED TFIROUK,H 5) f Xf:FFT THAT HEADER- (� & @ SHALL ROT BE USES i i YTEIH OlST040110R, Tk,`T`y� 52 2 �PTJ (AITIFF ROLLED) 9 IT -AI� CIE 114 ArSHTLq�H9IIY`T 01 7+111 c`Ar'HAA7TCR 70 VERIFY TK SOP,80AIESS POT IYA, STRUCTURE TOM Sa-0. � H E IF? 'S - RE ! I 'A r�rL,,N,,,, - P 11IO, .T, PROP ANCHORACILT TI-rT 5T,vTTEP IIIAIT DrAlf RE ATIAC1141C Ifur COPOCRETC. INSCK CA WOOD FRAAAI, N .Y5P , � - L AL, S4:IO,wPfi IT:1 ICE Ai!�INLPSS SICEl X. _-4 3118 I14131 aWIES CR TICTITTIDSICI� 'TID"PI ClIPPITTLI rLARDIDIT, CH:P11 ,IF$:, E ON TEIALI�Cil'. SC6,B A? O"l k. �rr� qP40CPH AND An Oo. T'Vi%,' S�I'NCITI POP lHAAL _�LV"P T' #�I` 11 LCTCU�- -=,ITiI'I11PG CIDDL 'U`L�? I A�� 314 1 f, EACA FM- ,0R STORM PANa N-H 10PIC515 "'Ellp -0" AS P`LR EZCT'ONS I. 2, �, & t AND ALTEYEIAH�'% JW ' 3W & 4w ON S , � , A. 5. b A 7 PEA-CINEL Y. SHAU Hw"K 4 LEGIBLE AND PEADELY VISO-E IAMIC PRSTR"�TPNC CAKIEP OPA TENANT TO `A,� __ �_ SECURE AAWLS WITH- APFUCABLE RIEINPEORC�LPAER" , K�ICCS OF HLIFIRIPC,V� WARNA. E � ,, rQ BE A,7V A- H-1 SALVM47ED =1. OR. AIM KY� SPEMES STAO&1`5- __.�'�. WITH 311 1�� !NI;Y YELO S-ENE-M - WRW 'C ; : i i , - __ R . W .... EN"", IYE 's 'r 4 fA$ � I- THE WSTF�ATIDIV CONTRACTOR IS TO SEALiCAULK kI SHUTTIF- CUMILIANTIPI UCCIES .11-1 ITEMAIN IN COr-11"CIVE, CIVINIAC7 PATH ",-I 0A`5 - � . 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AND ',V4AIU1P1P 011 THE PROYZVIT(PITTIP T 11 Flr�MNQ WALL C41 `KPOR, ANCJ-OE!o Ii��,P_A, ,sc IP:jtj!�, , 'NCHOPACE '1",LL. SF_: M MINI I CIO C, I !I �l ou TO I- 11) �,`La[Em O-T ACCORD 11OF POERNELE, � , . 14 5HU�" kAO4jrAcrURCp�- �AEE_ SNA� BE LOCATtE ON A AIEAEALY VISIOLE LOCA11ION AT WIPTIA ,B Lx,ST1Ns_�1Q- �LCCK WA-L A'N C-Vo -_-�iTTER FANL_ N AI>09� � WITH StCOOI, I-M994 OF "A-DA 11ALDNG CCA,F, ONE LABEL - 1/4- 0 TAPMN ANCHORS AS' WPV-4E��TL!PtD FA _� - P"ID0 W_ S'lAtL K PLACED FOP. VVERY OPDANG LABELftS TO CCV��' WIT4 SfC7KJN 176�_S OF tKE - ;/4- . . 7/R, CALe-N, ANC,AaAs. � NANU�Ac_JRC� BY i'VOIALT, INC rLO9IAA 8LAILDIK. COCL_ - ,?14'0 IT E/4 � SOCU-SET NNCK0:6. AA 0N.STRII'AOTED W A- P�TFITT &CQCW, aOtT k. SPECTAL�f CC, , - III-111 PPPTPffLWiE PEMP,PF. 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I , " ! . , . WOOD A.CHOR!i r � i � . - ACOUTTAIn i! i WOOO ANCHORS , DOLE 04 'SEE SCLIP, i -,--A-- ON 'SIDE ScHe - - 3/4' I I SHEM II) . SHEIE7 ',I) - - : � A. ,A � - . I _f, . `P CEILING AND fLQO8 MOU BUIU-01off MOUNTIN9 ALTERNOVE 3 ALTERKATr& 4W SCALE 3/8-1- _."'U.N41- SCALE 318-1" I __ ____ 7 --I hau'l; ,�-7 1 2 I -1 I - Is t--' : 27 .. -1 - . F NO. 44 91 -_ = FLORIDA BUILDING CODE I r �615YALLATICN ARE DSLY VkCID FCR 4kx- A-t 0 ! =A= � . = w * * - 1- , . 2 `X�l - TCAR & 8070TV M0u,A7mGS CAN W_ DESICNI PRESSURE RAHI�4 �p,t I) MD PANEL LENGTHS C, s, - -------- � � 24 GAGE IBALVANJ CCIM'DWED III Aw CAA- To %,,PIT ANP AS PER SCLIEDLILES ON _itifEl 5 i-, STATE OF �', IL , " IT�P' HATPOTI, 2 FOR HOW- IN00101 IRAMF ,-'CrE1S1YCJ�,',11TCI4: VE00C, � I '0, - _ � ;;;;. _.- - , %`_1 " 1� LOATg�,,-,P.T;AZ�"! � �!T, PIT T1 LTEZ6. ' LOBAL PROTEC MEMBERS 'fa IEF. SOUTHERN PITIMIE NE, 2� W/ SIFEWITIC , ", �, PC __-I.. id� .-I. * , . , -1 �11 ", , �L ETN � -�,;7 - � OLL17 TILIOIND & 91 w DENSITY Or 0.55 OR EQUAL, ., 5 0'"" '!�� __� IAN ... FIRPAU 11 lzv�� v=R=0N= 4M I � � - - _1� A-01"r N!R" , ILL 04- __v...2_611" Iffu"'cand 4-a (1) � (3) c- C/) _(13 (1) -0--, 70 > (-) c- 0 0 1 (1) I - a) L_ 0- = 70 0 (1) 0- 0 L_ = m -0 a- . , a 4— 0 Q) M (f) a) 2 = =3 (13 (10 m W (3) -0 0 0 70 _0 = 0 L_ — m — " (1) 0 0- a 0 �: L_ r_- - 0 LL_ — m 0 M ,,- C:) m > . S2 -o �_ 0 S2 (D L_ (1) -6--41P L_ 0- m c__ (f) (10 'R 42,91 c- �_ -0 . c_- c/) < 2 4 z z w mi U) w L. a) (1) a) c- C/) =) m > c� 0 " U) CL 0- < (1) 0 C) C.— =3 -0 Cz 0 S_ a_ 0 a) L. �. m " co Z3 LLJ 7E < z = < � . _j n SHEET NO. IS H 1. 3. .Q81 L L ii. . % -F.."741, 0.8i ._Q_UqAlNv :::: 111, III ': 1� �_ i 'I,', L ,�'��! ,(D4� dj� ;'5A a : wul I I � " -5. Il - 4" I R-0 11 , I I '� I 1�` 11 � PoLRE-, col caiclim , III isks �, .., Ansol HONAl I , >1 f � INDLARIDID miCS"CFEr - - � REWil . - cm,ml ixel - I I Z i,A- wom Pikil � ,- -4 li - REQUAREAD 11 - I � I __ , , � - � � I J 1 R - �_ I , �� ,,, I� I � le- 1, , 41- 7�_ , i PA:., ,��, �; I ... � ,� , , tl� -;k� ,� ANCIsDA ._i�4_ I'l- . � . I � I TI � I 1'� I -I- I '/1 ,� . ,,, OIC %A-CEC - � I . � � I i� � - A , � � ,� r HPAI fil L <%m 11, ,, A _��t 2, 1 �r � --I, 11 I YiL7.7 I - -- - I � _E__ - 3Avmw,!m "spipsm � I , IIALI,L- "' x II, A .12.5" � 3ulil� ,,Rd AWL 11 1- " I" � I ill 1:1,1 , I , NOID546 hl.��t` �Dk 11 AI AlvN � r L� i 'T 11,11,1�'., .� I'M � IC - III' - ': ` 11 �, �f ill un, - - - 4_�_ - - ,,, - ,,- - '111 - - - _,''I �/Ik' . WT A, , 4, � ,m` a W " 41 Al m WDLI �AsH `pAPxl4AW 1-i - mll CASE A (PLAN-) CASE B (P N) CcA,S , �e- SCALE 5,A'=!' R =D E � MET= oN, 91W WOOD III RECA"PAD 2 1/2' 1 - ,�'- AI I � /41 . s 3/!- -.` ___ 0 2 0 It. 2 I ,, I - �, I �� , , ,� I , " ri.,, �', �Iit r ' - ill 7 77"ip � I e . D, , 056' 11 'T"ALTE LEG LOILAT'GA . 2' . III � Ail IDOTAT - I NIV. ANME Op I all ��105_Wbl AM I vs�& 'AN Split, Ov, t I i� I ,�i- - � -, I I , - I � � I L � � ,,;� - - "" I bAft, 4,�wl 11 �, , I C A S LS-kP LA�W- , Sl 114'-I* 2* � O' I, �M' AIDS H-II, PF 1, vfsp��b A-Lo, I �� ll Al WH !/.'AA . 1 3/., I� 0 17- Q.,; ill � -"��,-.l 1 ONRM ccl`lml C1_;S__ al CA 2,C4, WOOD TRALM kOc1WII CASE D.,(PLAN) SCALE I'W-1- __ � __ __ Y,-- . �-Sv cH Gil I 5x � 1, �� , � -1 - �� , ii ,., I - F S - - - - 'iA _3 14 OR --- CL � on � PAiEukl - POLRED LOW11i EASUPP: "Al Al "'All v 'IQ , Oc-ckl III YOA Sn'T.- an PAPICLPI P1.5 �w 1% - I - I WN. -Ail. �,_ , = _;� I _._`A` P-Awl �,: I , I , - V��S - 17C (14) & TQ 0, PCIA 2 W VWKK1 S= - CFC�c 5I I.Acil ON S.IWTS a -h "RAW REQUIRM AS APAXACC _G __ I!i Ovinpi- Pig- VAANG A,il I iv Cv- -0 COIACRIETO COWCCITE glACP op it-O4, "m npl will.r. D � - PECIRS �,� L � 5 WP`A_1 I 'I- �, I , 1 � � - . : � - � �. 1, , �� ,4� I � :,� 1, � L- � , , , � � � plimpkim I � � , P! � L �._�� ' ji, 11 a I 1"R I , ,� I 7; . I ��, - , I , �2'4' �, // - \ __ - ��� 6_� A I " , S- - , 4 cp,"'k) \ / N, ; , _', A, 1- , \\� , ,vikpi 0 1 lot �: ,� / 41 imil *1 AIDA,all rpw a �� / , `_ %'RW FLA CLANGES, PAlil I'D C, &A. li I ,I -,�____/ ftlil flAAA Cul 010 PAJAW I X - B.G. 04ST'Ll ... � I'll - IIS- - - .," '' _ II � - ,_ ,�, �'! I , �': .... i"'j, I \,.� �I, � IA, Tilk, �, ,,,, i !I � \ I, / � I ", .1 - 1 L � , "", , I I.- - - " _,j - - - - _C, 11` A I Al A 'Howfli-iii, Q_XS I- JIPLA � �,,� -, I 11 � , I Ali AAAAOAM.=4 . IF , T1 AA` IR t �_ 4 ; - _Q SCALr 1/4'.1' \___',,, , , _ 9� , . . - � . - ". v 1, VAJD FOR MOL'ill ENSSTAILLATION ONLY _/ .x # ir P, /:1-i"�1R11l1l .,� ocli . ,P 1i '-. -, UNRECT ,11, � e , � S W?TIFT-1- Al WSTA,JEATION AT WAI W/ . ? :: No. 44167 '. S Sul ,El VARLATIl kill 3/4' z * : : m . * : NIC = FLOPIDA LENING COD Wilith CP zlift. �EN-m WAIII Hurp-p CASE E (PLW : t � - � � � - - - I - - 41 - - - - --- --- _fIy�, - ,41W a-i W" � 24 CAGE GALYANIZEO PANEL - 1 il ScAl T/.�-7� � SCALE !"e-1, . 7;� % I . ;.. - - , - ; .. 4� � - . � I I � - - --- STEEL STORM ,_ E CAPAP - I - - I � - - FF - I 11 , �',,, _ __ . "I L IlUEPPIPPI i , 11 C 0 Ime, ', jGLI PROTECTION PRODUCTS, Ll \ I " �,T I',- 1. I -I'll 1211;r A I AAIX, I.. 51 simm .. . '. - .. _Tl Z f A.� .--- NAI'L. m �`,. rrt2i - It SiAlIll W f".t"A,41yE __ - f 20-A75 1 �.!�� __ ti , IPPAI.V/DiEff A 'L .11:v`11`V_;,`1I4�, ps � 1-1 T � 2, - P I ff z - � SAiI 11 - --",.-----,--""r,�-�-�.,��,��,�,,�,�. � ., _'__ - '_ __ - 1-._,_.__ __,".- ,-,.- _L -I.-I-11-1-III-1 =,tiz_ _ A .L____,,,En_,_._±_1:..___1 ntifml ---r - ::L='L.� _ , ill, __ r 2 _ - - __ __ � M&N-NUM - i D. DESIQN FRESSURE I f-) AND CORRESPONDING Mplill ANCHOR 5FACING I, RATIMil I i 2 I i i 2 E t I _Qff,S, . _QR_-RARE ,J)INSTALLATIONS INTO W D SIRUCT I B.QHJE.D-U..Lf-.F-QRJtEQW.kR-.IT m L __ ; i i i(VALID 0IqI.Y FOR PANEL 01INSTALLAI AS i ALTIERNATNES 1W THIRD 4W, I SHEll 6 Ik 7) 1 I i i I � -��.-��,�������,����������,������,��,���,��ll,���ll,�,�'ll,�"-.��-,, 1I.II .... I,�,,I� ..... I ... �,,�,,''�,�,�l,,�,��,,�,������,11.11,11,1111,������������������������������,�������.���--l""I'll""I'll"�".."�,�,�..', ... �_ -IIIIIIIII 111I, __ --.---�.���.��,��,��,.���.���-�--,��,��,�-,-��--.�- _ - i wil A,5,0 SIAXIMI Wi[WHIODIS SPINCIORS: i 11"'Ol, III AS 5140ION! DO SHEETS 6 A L? APPLOCAS1. E UAVAILAW ill A SZ, VAAMI ANCOCIRS SFACIOR5 ION ED. - AS SI-ASAN ON SHEII 6 & 7 APPUrAlEll mouslip" LESION _-1-1--l-111 -.1-- . . ..... . " � . - ..... . ..1-1-- � �n � ,,, Pill DESIGN -_ _-.-.I.--_ -- --- 70 PAAWL .... --spAPIll ,irtiOrN POrssupc ALTERNOXVIDO i I PRESSURE i � Al . - Rip"IfUMATE PANIELUSAVE W000 81JIS"DiLt t,U.'I I PARNO TAPEEMI LAI SCIRCIA PANSLASKIt PARELIMATEE WOOD BUSHING 1: L S�,T,v TAPCON 4"MmE I (H. v ) 11) PLUS up Ncks ... ITT) LD.ILA � Flipil O KOS _;`l Ai ) L�E ......... --- __ -_ --tv- I I'll 0, 13, I3� 14 CT�IP) W ;3, W I _K 13- IV cippi . -_ � ' . - -.--I - � is (earpli ,��-111� 11 13 . " . - I I ". . ' " � . -- _,�.-.1- Wfi�ispl _ 13* -'-'--- I ' 3 ' " L ... � � T3, '----[ L �� �� rall � - - � I _.- __________ ._________ _____._____._ - ____l -_ 6 `2- I;F 6 I/2' 6 I/2' As 1/2, 2w (70P) 6 1/2- 6 1/�I* a 117- 1 m i /2- 6 1/2- 2V (TOP) G. I;if_ -!' '-I L _ _ - -,-,--- , - "' --- - - -"-. , . - - - . z I "r - - -= C� 2W WT 1) I -- --- -_ --- - __ - - 12 If2_ - ...-O . 9 - a I/c A , . S'_a' a V4' I - - _+__ __ - __ - - OP, - - __ 6 1/.V - zw (lpor-l) i _�) _,13, i I ip:--t-___ , 7 112' 1 - a- I ff, . jikpp:�Cl LESS 11, . - 7- a- a A LESS I- -_ I -_ I - --- __ ��_ _1 . -18'... - - - __� - -...----- _ -_ - _ 3w fell ___ I g� S' 13- 1 r - 311 WTOI 1�_�_A I I - __ - - - - lr� - ___ - - __- - --i - - - - - - ��_._- __ F_ , 13. 0; I _W__ Ir I ,3, IZI, -W crop) IS* 7L_r - - - __ ) �'L! A L I - .y __ j - __ __ .- __ __ � __ � - - I I - - - - __ __ _. - - _ - - - - ___ __ __ -1 .- "S. -45 13' Is . 13. 13- 1 13' 4% (IsinTlowl �+45, 5 13' I3* I.:p- a (BOTTOM) OR I ______LY...__ - �. �, .4 - - _.. - _ 13- 1 �' � z /fl, � "T t'Tol �75, -75 __13- '- _1____.__ -.- �O'__ - IV (TOP) I I . I - To -_ ____E____ I 1. 'Y , __ __ . - - - T____ - - - I---- ". I �il;;-��-�tlpiy $ . 6 ,/4. I; iiiir�T&pli 11� � ' ii�.. I , 13- iF_�'Ii-__i � L "' ----'�:- '' � -W--, --'� __ - __ .... ___ __ -- '-- ' ______ ____ " -, __ _ _ � - - , - �. __ '" , __ 6 TY2, 6 112- 49 I/2- At fir , L ,,-' 14W 900 � I 5 'm 1/2. 6 ki r i ... �/'__ L- I 6 11r A (mi _ """" -, WT/4�' - __ , - ------- � IS" l -, .. ) - ,5.-O- I ___ . ... _ _. ,------ - _ - . I _ _. - - � � � ____ I_ , __ - - __ _( - 1 - � I i/e � V. !Itir 1 I - I ./4- _ _ 17_i/2- I I I/.,- � :ik Ral, -� w-0, - ----' - - . I - - - .. I _ .1 - -1 - .--. I I I 11 � . _ __ __ ____ - TO - ,� " - , %�,� 4 %/� .. I - I -,, - 6' 7 I , '12- - S 1/1- ,4 v1p) 1 3W tTOI 7,-D, - -�--]"!�t� - "" LL - - ' '-'L,L"-�----�-���L�------�"��L"- - - - 4 __ W- 4' I - - . - , I - � � -- - - - - , - - � _______ - -1 � I ! � 1/2- Y� jill �,IiGfUll I ,� 5 1/2- , I ,;;� Ol- - St (Eariol - I - ,�-���� ��L. -!:- ___1� ...I I '11L I .. � 11 - __ _ _._______ � __ _ - � ".1 � il 1/2- _ - - 4 I -_ 13, I t ,� * '3= 1 is 112' ON �Tokl to I 1� � im OP) -I I �j � , I I I __ - -.I- � I I � . _f . - � __.___.. __ .! I, I 11 --- ____ - --- , al I 13, I 1, - I A, - Il : to' All ONOTTOMI I __2z_.1_..L.._ -IN, - , ";4$� . i�, 4 1/2' TO 11 �1_ � . _1 - __ I'll __= I � � . _____ - A.&D DESICIN LLIAOS & VAX, PA,I ENCTHS WHEN SPAEERFMI E. f7-%FF -TAau #I FOR ZsD-R�GN LEADS W h_kI - M_F_ LENCTIK WHEN SPACER P� Is i I I . 5 � � I r .... IJ)SE-1, C0LE?,E5T-`0NDflG O%Y TO ALTERNATE 2W' OW SHEET 6 � [ USEDL WIDRESPONDING ONLI TO ALTERNATE 2W ON S-HEET 6 ! _ I I I E - i E � i I I i I_____.__,___ - I a ! I W,Xihwm PANEE, i I &S.D. DESIGN Lil LENGTHI I I : � I 40 IPSF OR LESS P__A i � I __ - - I . > AD Psr rit 5o PI fi, - 2 - I I I ____ I : > 50 FISF 'ci 60 PSF 5` 10, I 1 I 6 iblix, P�w7l]":. '�'���"�'��'�-1,�'�,"�'!��-,,,A,�P�F Ol ALLILID FOR INSIALLALIC44S I I Oil` PALIJE1, fAA1 E F�Jiitkl, E ID OR FLATILL, MATIT PLUS T ,It 1 �I,ZHIDIRIS 6! Aq ii�,���E���ii,s��110,16'�CO,W$'��,ij I. ,I � I,l2" Q,C. i I , � AII�,Z'9, A Tiz, Ej',,skOD' � ,P I A ,:O 0 � *' ""' , , 'E" " - , `9" ,,,+, �, � ,,�Wl � ",:� 1-1 !R_�� , fLORIDA BVILDIIJIM CODE (IN Higb Val Hurrico" ZGne) � I e � "I I �A - - - __Wn - - � ,,, I 1 �" IN I 44167 1 , �: `Y ... ;7'A- A" f ZA GAGE�G.AIVANIZ SICE"L STORM PANEL c i� "i". I i = * '4� * ; _* � I --- ______;;�1, I 1 f"ll S . I 9 7 -1 12 PAS �A`It4PLT��, -f -_� L , lk� '-_ ATE Of _11i -1 . � \_ IGILOBAL PROTECTION PRODUCTS, LLC -�pcl I all -_ .P-� z 11 SI`Aw I pi C`-;p!l mull rmptip; i � pilks. � . % 0,-� .0mil . a CANWANipplimpol �W. I 313. I ='11M. ' 1 1 20-175 `9 - , � , �!�C � poweask-'sl , (9")6n-f�, "I � - , - - " , 74,6,�� -l' 1_') .;t,- '= P'l ,-. ��i " �,,- ", -,,,k I', : IF _A_ I I I" _. - - E UNAAW, . I - '05"', - �-Vcpl I- - ! - 11 - 11 I IH;H,ltf-'k--vp ma� III �_ PL I , � - -1. � L___.._____ - I � I "IV I 7 I I I A I - ==I� 1- PC Ht . - I I " , . . ........ " ___ - ------- ___ "' - ,"", "' , , _____ _____ ____ _____.__ . - � . ---114 . .. . .. .. ...- .. _..... ..., . ... � .... '. I . � I i , I IN5TALLATION DETAILS FOR UEE SAFETY PANEL D1 � i � . : INTO EQUIRED- CONfil IOR CONCRETE BLOCK STRUCTURES . � i I : i : ,/4,# T-PCON Exarl P0011i !1.-- TLPCON EXISTING POURED F - -_ -_ I � ANCHOR 0 0* Ol CONIGOE'll: OR ANCA=rA a 11, Q__ CONCRETS OR I ��,-. � , , CONCIRM BLOCK - - f MICRIETE BLOCK F I i - ,�'. VT4, REOUNRED � L, REOLNRED. 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I AlCtUil EDGE DSWICIE (ET) , FACTOR . - ___:�l I, ,/,- t__ I - I � - . __ - I I - - - , i 7 ../1' .Il - - I - 1 01A` I I ,� I - �_ � � R '. A ;_ - �_ I . i I '0, - � - I - - ! __ i . - -1 - I I , W - � im - i - SkApADINGS ONLY VALA) WHEN 5? IMIS USED- SEE TAKE #1 FOR NOW mi.g. DESIGN LOADS & I,pi FAINEL LENGTH�WITENA SPACER 0 S JSED� ___. __._____ - F_.III'mLE #I a 11`1_ � A.S.01 DESIGN LOAD I ", I ..,..-�,�''I'll�'ll'.1111.1�,����--.�.�,����ll,�'ll"..�,,�,�'ll""�,�. -, 7-1 !E�f 413 Ill OF LES� I t I F -11�,���..",",�'ll""I.Ill'I.I�l.-�,,����,,�'ll'..�.11���.1111.�.�lI . ... � ._�- I � --i > 401 i LCI 50, t ... tr t I " ��, � .., " - .�ll,�.�11.1.--���-��-�������.,�- . __ Al L . :� 50 I TO W lls�- I ___ - - I,- 7j ------ __T_____7 L IAAA FANEL LEI ARE Cit VAI FM i!qS7TAuA7fONS W/ SOLID SET ANCHORS & W/ .61) SPACEN AT I 2 i LLCz, 0-c FLORIDA SWILIDING CODE till 14 - - - ANCHORS (SEE SUCTC0,11 Ill XTERNII CA 581i 13. 11, 15 A16) - - - 3' il __j;k,R-IA/I3, R-ZA/13, R-3A/114. _bAR-19/13, R-20/13, R-39/14, 3: Al D, M - C2-) � r- l j-711pp"It-lAppil R-2AW/15, P-3AWI � P- R-1910I li R-39W/16. 1 VIN - . � - 0 1 0 0 __T_0 __ 0 0 I I ,,, T 04 - I __ c) � ... . .. ... ...., - - ..---�---�-�--'-�—�-"��'�-"L'-'.--- _.... .. _ . ...... _____ _r - _ . .. _ - - T___ � --------- !_ _ . 11 � I I 1 il i 1 1: 1 1 1 i I t I T - i 11 � � I i I i 1 i . i � I 1 �: : � : I � � : _T___ � ! � , ; i i I f T T7 I ; � -,— ! i I � i I , ;I :: : I I i : 11 , � ; : I ! 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L 10,,,��ATI,o; r pi ''I ��� III I— � " I 1, 1 ,.l Sk"Iff 14 & 10 rm, �HLOA _ ti p, SPIAOID, 1 r � � � - , rink ,,CCA_,. ,l,t ill= fill IIIALMINISID E MINNOP AHOAUA IPA`Til AAE li"W�" � I I L W" OK I , 5W%V" I - ..... ___ . _____ I �---,;;i;Iiii; ;IOD;w ;i9aw III,.) - Cs AL � , " , ,� ��` OCEN,g.'��I'1�11E, �, �,� el � " I'll, f !" NO. 44167 ' - - I - I 4— I I CODE All III YeEpscify Icarpip 20k,a) FLORIDA SUILDNt C (tLp Nor as(ff ill ME WMISACP � 'i � - ' 1 *-.,.Mq 1 c;; ' Z_�� r 1-11 -7--1 � - = - S � I AAI *`Awl, NO .m_ I __ . � 11 SCH&PI rQp E D, LEAS THIN POCCO'u, 0. 9��EDIU RUNIXE AWC,�Ufl SPACING _.I '�� - ---- 00 I � - �� STAY oF ��,'� i - 24 OAO;E GALVANIZED STED, STORM PANEL i I A. .I pi -mCn SHl ON kkuki SPA - SCHEI al "HE p-TALOWMIS. rAl = . TO 21i Paiziill I THIS OPIA AIASG REDUCED SPACING 00--_0 LAM - MAX ow Do" Wj* kthipitsk I , ARS ,,I� ! - m; - � �, - I �t - C:-. ,�pi - .. __ �� 1,_ " - - -...-- - , I " -- . - � , � FJF - f _," 1. C - � — --.- 11 - I 11L ECOupplip A �. —E.— IL . ' ,. --'--"---'-- .___ I - -""41- , % a7m/30 GLOBAL PROTECTION PRODUCTS, 11C. . 1 D.M. �Appil — A=- A, __�__ I I FACTOR SHAI No, RE AFAIN .-M 2 i/2* pill, - - __ , ., I � - H11, � - - - - - 4- W.Iiitz =14L." -AL ft- al- - I 20-175 mi, Al (.15 -� ,-It . Aimmi SPAZOIG PO'CA-0 I Ji i 1. i E4I` If � . . � . / . - I - - " Cilpipiiw�, , - mcmcw HTT! OH ThIC WHMIAL I I . - . 3 !,'A- I I Al SLAA.1-Pispilim/OlATT i Sn-40pl APAPPA � TCCP - PC � 1 Appippil - i , I � . I I . __ __ � V___� - . _141 � Im w Is '"I L���� - --- _ I - - - I I I . I . I I . - , -.-- WOOD I-EADI - FAU�IWET . I - I - I I I I __ I - = Oz. , � r � � I V � 11 2 � I , , � � , �(fDfl"�,.� 1I I � I ?- h I-2- A� -,/4' , I I . � , � ��7� Apy . I � I "k 1 fl I a! � � %I1_.t;2_A ---------- Al I I lip 9 it ,I I ;I , �,, r I i I C I 5.Dis T�Alj a I CLI it I � I 111"Olc A W-P, I It I'-- m - i Pil "All �; - 4; I , - - 1 - wm 7=4, - �: - � � I __ - + i g . RAVIL LEAll i; " I I (SEE EtwEVATION � I �_ i; - i ON Sli.,117 12) I , I : i K - is v 'Al, I SEPV�I,osl I -1 I - E � �_ r I i� DO CLASS , I I I- =J I ! ff I a .., I F E : - . ,,,, � A I "T I s . . I i 11 ::::: I .- - - p . E , . i � I E - I � , I v 4 �, if in vy CC , r � 11: IldIIIIIIIIII I _ _ , Iffit 0111r, I 1 � I %�� i i N I _1 11 I , 1 � �, . ,� ,� � 1. " 1 I ... i � r I -AA- Al I . - I PLATE I PE`ll � � � 1/4" RNAF-L.Al Pus. I . AAAC40A 0 !2 HFW CI N, an 11113MMINI-IN �zl;im.lw!lol#lziti."W SCALE 3/6-l' - -1- 1�1_' I . 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A, I clrl_A'� I EF_ I _ _ "� " ' - ' - � _i _Eiioll Ez' & '�.TLYNHNLZ E-"* ,,-I 5.�E' �illL _ . i ... __ - i � EZI/18� . -0-Ez-1w/18 i . . 1. - I TY11 PI -CA i ._L_E1EVADQN_�K -�KRIE �Q _E-Z MR9 STOFM PAN SYSTEM (t) i i 51I�AIIL 3/:"i T I i -/,l' I A, GAV I riil:l I ill"Nitil'I'll I I , .� IPINII� ll�'NLNIII' , ------7l '� , l��-/�ii . �L , / \ / \ 11 I- 71"i 17 7, / -, � I /� - I I _ _iL _' _--l"o.,?" 1/4- , ' i ill GAP �� I I i - 'Ali SE-C QN A -A. i" IL __ _50�_t_ ,, Pi- i'1411�11�171lil 7 V, I ' � -E ��' " -- -illy i , ,,, , .V " FLORIDA, SUIUDI CI)D' lNArI HIII MAN, K-r-1-c , :UXI � l.l. '- j�� - .111 I I HIII , ?4u- I I - !,�J::til' _ _ .'' . "I IVIN210 N 111NI, i Jill, ii- � !; I ii A 15 ", , t: : ?A CAC[ GALVAl SIER SIORM NNI �l 111,12 i t ij dI __'l . z 1=2:1 � �� . -----.-. - .__ __ , � 1*2 , 11 .... - �� d____- ____-A-'._' .-I - - - A " _4 � - � .1.1 . - - \11GLOBAL PRD1:ECTMl4 PRODUCTS, LL�C� 01 ' NAN i, �'Nr 1 � f � '_____'__, 710EC 0 •I I s-107 -Al I .11 i c" , L ED z •r-- �_ - - r" � E I � - - - �a�7 TESTI It t4s. � '. sul i jF�ORI'V; . ""i �i ilill kl- 5 i ---,'O'-- � Ili alk _ - . - . __ � "' � 1 20-175 . i- - 11- - - __ - �.'___.n� � I - -1 � , . .. " �� I I-;-,r-. I C'. - le .- - �] 1' 1� I . , ' - =r I'll, Lt N,P"_*p'-w'-'"Ni ..'TM � IlLf" I - I __ "I ... I-M, L-B, L �i L __LLt: � - - I I Q "V' E l'-i,11 t:- 1� I,J E I. [`I� I l",,H_'.;' I, ! I ErP.lr.INE:E:RiNt3 ExIMIRE:80 PRODUCT EVALUATION REPORT September 15, 202D : AliphtPul ]ANnal 1°869 1 ... R2 EX Projecit ftudrnionr 20-31543 Product M,,inLffactwe�, All Afrinancan Shu.taff. od Glass MarrulacturTHANEA-viss- 1540 Donna Road Mst Palm Beach, FL 13409 24ga GaNstriti Steel Storm PaneProduct Name 8 D�oon 9 - RE parct Frosireiram Lorge, hilirij - insin. Scope of Evaluation: This Product Evaluation Peport is DEAN "nod in accordance with the req IT a variants of the Florida Department 0,1 Burl and Professional RGUGHnNi (Fial Building � _ _I Contin, Islam) Rule Chapter 6IG20-3 0015- FAC., fat statewide acceptance per Method 1(d) This pro 'Just noted above has been tested andirl evallualed as summarized herein to show compliance with the Firerrelis Building CodH_ Seventh Edib� (20i and 'Sh for the PWPGW I'manded, at Iflast equinAlonitto thipirSourred by 'he Code Re-evalu allon of This product shall be receeirralf following porillneril FlorkV. SuEding, Griper mocftcat-�w,�- or Binfirmons Substantiating Data: PROFUGTEVALi�ATIOMDOCUI - -I-- & NNNEFHVHZ)'. sheets 1-5, EX drawing till tifled'24gaGalvantized Shei StorrinPainals (HAN. prepared try 15niffineenni; Express, sgrad I seated by Frank Elturinardo P E, is an Intel pert Of Ip Evaluaboin RappriN , - - I 1187,REPORT EJll TIOnti straillIN'tili riefiLiml tArMfOric'NININNI I been JOILDNO NN ircecirdance, will TAS 2D2 III slands'dNE per Vill 8IIHIMIls) INSTAISCi- I 7-00 I by iflarkwHen TiNsUN, Inc Large missile taspal resistance and aychc foading lesiChouriance has been tol in accordance with TAUS 201 and TAS 203 test standards per test reports} A*T-ASG.17-001 by Slackwatei Testing. Inc . STRUCTURAL ENGINEERING CALCULATIONS Structural engineannig calculations have been prepared which evskil the product based on comparative andifor National analysis to quaff, the following dil orlisful I Marinall ADIrwarill Spans 2. Minerrill AffeAvabla Spat 1 M'skintAn DUNARS Stparation 4 Ao- nch �� Spacing 160 Sw 12" A�FNUE SHITE ICICN, DEEPtIlELD El FEaRIDA 334.0 liil!4l 554-0660 11 (066) 196-99q9 I'E I kr+�U4151,14THFTNN VIGIELAPilli 11"E.Blis", . - E 1c, - XPREss.(O - I . k --i- I 11�' -,;,. - - - , '/ , . � :1 A? I ' ' ;' I � 'N' � .'.II11 1! I 11 i Al 1 - 1y'r-i'di I � , / , � , I A_rs��' . T " � ,11 i,i .,!� 11 - I" - 1�f -i I - 1- r - il� 17" ,I, , � :" -1-1 I " I - , - r A I _� J, � AN , d' N , ! �'5 a, _�TF 7 ?� � . O'd, "� R'4 i , i J, L, . - - ti ��' F� - ' I 11 / il ( sA[M �� 0 JJU1, �' 0 - ' '_ -1 , ':�= i = 0=P rA ' 'A �r .4A iffi 4 / W4W �' 'A ' 1 M .. '„ I 4- _ ' R,ir � = 17 T I i'l , , ! r' I I'LL � _� "d - . - IlFir � _ - - , --li IL I I (D.=�.ln= _- � - "��ir-,'Iij&'� 2-- a, ' A, I - - - . IIII I 42? - IIIIIS W, ?4 , - ir�%�j.Tlll' - " 1 INI `41 A I MO i -11 -. . '. , � L 1� . - - N,r I . - __ ' � a I I ! - " " l r13 i 715&0_" � " ' "L / '11�4' il,".INTill / '!' 1) I fi - 11 - - 4 t 141'_'Ie' - I I- " -1 4 A N _ _ - _ ra. - a E--,l1'_--lNEElI - 1INI 2 cill -, Ail AnnerricanShutter, and Glass - 24VIa Gakaniud Steel Stornt Panels - No 33% intra- in alkmable Stress has Brai used in the design of this product Separation from, glaming is not required for sirstaffaltions outside of wind zone 4 and essential facilities. Impact Resistance: Large Incill Resistance has beendempsaftIlId as evidiussid in preraiTNI listed Ast refoorfs), Ararl is , airccrunled for in Its, engineering clasign of this product Wind Load Resistance This product has been desiligned to rfttst wil fears; as indicated in UTS suctan schedure(s) an the � respective PHIMERNO Evaluation Document V I engineering drawfirill Installation Thits: ;product tip Histalledto strict curripliance with ft UNINpeciri PMNNHNSN F_10ElNHNfdNNA Dorsirrieril d IN englil nairring droAl along lithith all NNEYp_prr,rrNms noted theralli Product conitionedift; shall be of 11" nialen in specified in Ilia! product's rel le,ctvir IS N NO A ct E v aluation Document (Le engineering drawirl Limitations Ji Conditions of Use - Use of thils, product stralf be in strict accordance with the rospacti Product Evaluagain DiScHeill B e engineercrig drawirl as stated hell All surificirling Accl istructiNstrinislisillpis decistisidd INI resiskatIC"Findro-A,Nd hinds and shall all R moral 11s1ed IN this, praduct's, nrapecOrls anchor nctleduM. Hart frAticture condifitios which ate not. tiolilliplied WT In this products respective aril ScWduIe BONO bedesigreed VON on a sibi-speol basis by a legiskned al ONSUNLIMAX! a Es"i prol - All componelft which are parmaneatty Installed shail be protected against corrosion, conlar"nation, and other Each damage at art brain. This product has been designed tar use within and outside the lidligh'iefocity Hurricane Zone H"It"'I'll Kesfreattilly I L Al z . ": �___:�"_� - �_ 1 1 ,� H, ","4 '� A, 1,1 1ANA! � ' I'll, __ ......'. _.__ ..... .... ..... Frank liriniardc% PI:: ENGINEERING ExPRESs" PPL0046�4q Cc" ALAI 9815 JFO SW 12'" AvEmuE S-K 106, DEERFIELD Bi I'LopiliIi. 33442 (95W, j54-0660 1 [866i 396-9999 TrAMAl EE;GTNliilRIAiiSr xPlesS.CiNin Erl Air A Ef. d ll IN 11 e S 5, ( OR Y I , I, 111,11 ' N .� � - 'a,"r,r',,," �' " 11 ' I - I j - 11 !- - \0 Y l' , � - 1 . 7 : 1.1: ,,�'�� �1'1 "�_!M'4 z ATci, "'T'l- HINT, - I " 11 I / , , ", a - -- �!' , � I �L _/' I � -��; - ' "a 1 l 1 - 1, ' 1 - � _ � _ I , , ' .1 -'� � - I - _ - _'� - ' -� V 900th L.G.Nrli'..'10 _M�r `._ , "A �H`4 G 11 Ili l" -1- J, I A i � - � __ r , N" " Ojuz �4 7 1 - 4Ili4114iI10?�N,'."l,, ,I o Nll, 01 1. AL i � � I�l III:' i Ill 11 ,I, IL�'4 71, I 'lrH,�l � - "f I . I -2k.r., _/ 0 - L_ IV - I I - I � ll � 1, ' 'L � - J; 1 1 ___1111 - % "ry r - - I �' .X -, X_ H_ - I 1.11, � . q � � " 11 � i l-- � I .'_ -1 I tt I ,,,,,_i ma'_-- MOPCINL__ �_' �'- His � - -1 1 Irdi,r. - I- . 1A1- �`Z =-'--_ A�li � '.4!,1di��.J_,, I M'_ /-'11 I., � I I � iN.NI ,I .1-ii `-'� 01: `& "cr. IT i -7,1W.A'' " . . . . I -, 2 A X ��: rit� 7,��-L-�,,",�� " / :LN: I ,:,A li'l.--i � il 11-11AI.N: I Ill, 8-1 11 -1.11jZLIMI, /. � � 100104RAga , - �';z I Ni�';z - . - --A-- - -.;� 1-M =-"' I .R " , � - " I i 0�/-Nw iLVl. �rspl �rhl1i 'b"I 1-i::-1, I 0.1 Q E - - c' "I N,T`1z � -) , "�",l � 56 t' I Ur-C_:!.Ni! m � 1� "11 - / �� , - '7 I � � ' - \"I I " 1N 1, - .. ... '. I onTINHA. 'CwP0NAYdrNMM0A 0-74N. - � wlzii-M - --�l->,ii;--"% _ I". 7 ' - ''� Z "' t -'---' - - I �O N ' . 1, 10 mi I !-� ,I; � I i - . . 1-- i 1. - '. >in V 40 <0 3 I m I oag , I 9 ; . . 0! . W 5 0 2 lu a .1 RA I I ' a; Id I Li 0 15 0 � in I I li '.10 ffi I .: I � 49 IV; W9 Ii,.= - 9 WN (AoI , zrift- R j A. ;5 V x A ;2 U.) I x < _.1 4 ! Mrs AT 1 i Id., 11MM15 1 20-31543 _ I INSTALLATION DETAILS FOR SERJES 20D _E 0 E-Z HANG STORM PANT I - NgRET -D WO �S_1RUQRLR_ES .j!jTQ_POURED Q0 . .__0 -f.�L(�RETE .,LQCX__AN�D _ ,_ IL . � I '�. I I D15INa' , N-OuRi - I CONCRETs OR C"Wkfft 91.0011 I , " 4*,N -dN,CNANA I INCHON 'I i Be - INEOUPVC, - ! - . . - V11 f, '__ - - i � . : _ 11, !�.'i I_`_. 'AF-CON. - _�T - . - - j� - - �<X KID 7K INOOD, HEADER '. - - ti.ill Pil IqFij� TF, Ani a T2 O C ��c sc�� . A/.- -40. - . � _ K-EOUIQIKII ; i - - _CREW 04.- li -1 I � E - - F I . FOGI7 Of ft , f: � I -.1, � 'I'fza�4!l - , I I . 1.h � r ' ' , I AN -1 � -i 0 - I ' ! N l- � ji � - I 11 i � Ell I I j----,* I . 19 gv'oi; , , � I . rA -A. � 0 ,_ I = - I I 1 , I . . I . M i `A`FL 0 $1 " i , I Ei 11-11'1"�t's"3`1 � - �! J/t,-. , 0 VN�se INAN41 NNN- � dl��' IN !'�'Adrrl .. �Y Ill � 1:11: I � - , - i � _I/Ill t NNIMINAKA peg, CASS, I N I � , 1 = I '� ; Nn GIASS "�INI� � i R111 � I i � � � Ii,A) - III . � 1 11 d, � I I �: � - / I � ' � - !I--" - I � � 6'_0' R � �- = $"O' - I � : Y'Bi � I WAX ' " -, "i I" - ! g N= _�A�) �� - � �: Ill I ! Ili JI " 9 T i PAI _FHAT. * M 2; � � I - - . - I .--.;- ! . - 3 I It - _� - a I � . I - I IF-SCRAR.Iii I I - I I M , i f - - - 7" �/' G� I� To GL MY, - - : I - 11 ' I -_ ridevu 4 BE ON, 70 - - ';�w sux : , e-,Le , _L_ E ! 11 "i 1 -17, i A "i ,OF V It :YL.ASS it L 0, ,I �in _4111 . � 1� 1. - A AHJMR�� IN � : I : : 1 � ; I I bi I IN --gr-T .. .. �1 � I - RIts,� I 11�11 I '__.� M! 1-1-11 .... _ -I-, I I L'', I ' r I IN y� , I i ,� 1111i , I Z,, � ::tJ g ' , I � I . , I I :�z ,/I- I 7 I - - _' - I f . � ' '/AM "WIrca.4 � � .1 T A.K01DRY 0 I2, 0.c _.I lz'�Nn"111' .. OR I, A I CONCREW, BLKK AAU-92uffm AEOUIRLD SECIIQN EZ1 SCALE 318- I" - F=-_ T141 _ *:��I -' V ll _za AkAPANEL LLROTM HN All_di.'li1r, [ SHA41, K. 2 .%� A L D DESION I * I INFIAl LATON ARF ONLY VAUD TOM fAAX ' � . .1 ,IN �' , r - I PRL!�:�-,NTIE RATING + /- 40.0 P % ANO, 6' ' 0, li % -- Sl"Al 1 U, L-..-. IN PANEL .L_FNGTi�� 11'�� I'DR NEW If= FRAIAEUCOW�-Lii till iI .- -Oil U. , .' I VENil SOUTH RIN PINE Kii -, VII SPECII`K7, - - I " I �a - � �� 'U DIEM 'i -F Q 55 OR [t)UNUL, 'N ' I I 2- I _ I- - "Il� '1� ------------- 11; - ___________-1\ . ' I ALL AMERICAN SHUTTERS AND GLASS l � '24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ I ) � WIDTH UNLIMITED - - (pw- TO PANEL SPAN) No NNOUNTF (CONN Ill � TYPE AS RIFI SEC71ONS MIONAL �."�R) STNICH I - _Sl WITH'ANAEN-ERID WINC17NUTS FASTENED T_ III I 'I OVERLAPS 0 MICISPAN I M! 31 .7� APPROPRIATE SPAN TABLE) m. , 1 0 9 FLAN VIEYY / , .L, . � - , 11 _ � Ho � I � i�' , I F?, � 112 --AOj SIR � 1 � � a I - - J, _;*1 I I � L 41 ' I" il �k , I , il-, - - � � I I 11 It III �% - 2 - MAY BE AT _4�-_ ' 11'75- I R 60717CA, rl"'ll, TYPICAL VERTICAL MOUNT ELEVATION ELIEVA71i l N.T.S. 1 T 5 TOP MOUNT T-Y Lirl cc "If-\ (SPAN ABOVE P. EV11) I I - TR(K,'7[OW WTCNM I iE ' FM,OJNT 'Uj - � TYK � [C<UN Ia g "- � g � ASMDitD� ,44 11 � � 1.t , ls . ----.. .__ I - -CaSTRACTION O [ MAxVARYJ i � iLC,r:ATlCN -ffi? x ill, P2 . .1 - g g . . I IILLL L ---- 3 OF"' H \ MIT , 7ET-1 -I Ri MOUNT (�,'l Lm Id il_�Mca BELOW � rypE is AEQ'En i - IRED, OMCN " ITICH " IL STRA_ TUZZ W7FE NOT�it) AS NnQ AL W -20 5 U ERED PRONNI DEC THAT CONNECTIONS AIRD, BOLTS INITH BASH ANCHORS ri ARE L, VOINGIRETS FASTENED 0 SEO WHIC14SATISFY SPANSArl 86 BELOW 0267nul I 5NNAPIi a MIDSIPAIN't SE APPROPRIATE SPAN TABLE) VERTICAL MOUNT ELEVATION �NQTICHED PANELS) ri ls� R-EvATION � II - 41 5'i� ALLOWABLE PANEL SPAN & GLASS SEPAP-ATION SCUL HEDE: - GAuG17 PANELS I ki iiii Ni , ORM AANL L �L FARA Tii)N f A �PLA C LAY�S ' I ' -.tl i0li It A I 1 f1sliql., IlA, IMTIFM 1 N I - i ATWItAIUM I Vq "NiN - Al 1 I � lN5PAQA',PNMES!L[!11' liYd liR�A,�IUN5'1-,X�Alfn P, I'Ill�'�'iAJAC , " AN 30 ABOVE `KMI N , NPANI jlr',�'ji I I � � � 1i I I I A i �l IN ''i I t� i, N� A , It i ill illift- N! - _ I d] �" "iz �/ ,if) 1YJ 11 ,,, . 1_'Ms � � I- � 1 !i -'.as 0 . ` wOl , , i6ir, � � I A Oil, � 6 .6 ,,, � : ;6',,, I I'll 6,ii I AOI � I is,.N �4`�EC HA..i IA : 6 ON or, - - . I '1�51'n 11 __ - A . - 11 4I � 2 12 I - - Yl''i Ili I I, 12 li, L " lrl. 11 ,I W ri - - I I- - I-9 _ ii __ __ __ ,I � � I SPAN SCHEDULE NOTES: - I Ere? EAsAA1NSCHEDULES W1ITH,N..We U. Rl FASTENER SPACZA3 TO ESIGNI-Ol 4 D F-ERMINE YAX:M_1M ALLONVABLE _TC- RANEL A'- 7dr, - - �DULIE is ACCEPTABLE FOR USE IuMi P05FTIVI LCADS LESS TiMILis CIF EQUAL TV NE Tr 111F. DESIGN LOANS 2 "PANIN. FASTENERS' ART, 57TVID-5 USED IN I NlIWH`GTuO�-"PijUADN5 -rACS ST,di MCLIE ETC. LF IE-25' ,� OCPA'ELFASTE�ZER-�PAt:INGTAP-LF.VALt!E�;02, All - ARE -Lit-HEADEPS ONCIL"El __i :NIT col"iDITKOYS; � 'NE��-�!E.-"-OL.4110115FT,�!fErz,ELO�M.��l AC 6;'AStE. OTHEAliNfISE List! rfl�,XT HIGHER LOAD C _...______ I I - - ;I CC I Al�Nlu� is 0 ELI � i A N: N r NP lllf� V11 - ,,l rt , C L04 OS CNL r _ , wr ? ; iNIE-POIN.Op RECNNEAlsi LOADS is AC-ZLE, �'�5nwlsi USE Fi M:SH'E0 L ;wAsAr �;t N,NP: 111 I ItNNI FROM Ti,� QPFII TO SE PRO'el- So E I lNMYN 51"ANSCHNOINt C I I TId POS�_IVNE TMSIGN LOAD TO CAFTERATNE . MINANTAN INJ 9 LOAD - q L 3 ��,�NS--�,LATI,�R45C,a-,AC'ACfLTH.E���Z4N'OIUIS�OCO�E�i�WF!ZIL SEPA FAI'Lm�- IN -1firl WIND ZotiEi5 1 -GOL)GH 3- THE GLASS PIRA _IS SCH='�JLE -ill �.';� _QW�1111LAI'l ul MM-Ul�, 5EPARATION MOM TME '. IS ZEE rrl'� , " OpEil - LIN � i E10. WALL-MMUiO ALTi&4Al1 SCALE 3i'D--l- , . - y (7 _�' 1. ' t'p TAPOM IlYlCi a12, O.C. 2"IA"ll ViA7E REMPHIN �? CLORIDA 9 4 MR.' CODE 1. -9r. H_ EN Il � _=1% Al Ity .____....._.. ....-.-...-......--.-���.----,--- - - � .. NII L � I � MAXIMUM ALLOWABLE - ALLOWABLE., 4. ,,, "I , .' , -,. 1 - ' . L� ' � , , . I'lad, " I DFSIGN PRESSURES: , �7 , -id, L �Tjlii ,, �!'f , 5- - 'N _�e . '_'�� Ili _ �34"31 , , AS NOTIM; IN RESIGN SCHEDi DESIGN NOTES: I I . . " I . POSITIVE AND ANEGATI'VE DESPI PRESSURES , Nr . PIT .-. FOR USE WITH THp;SvStTM SHALL Of DETERMINED PER 1 SE FrAll tNG [N�ERNINNG IN ACCORDANCE V41-H THE GOVERNING CNDD�. PRESSURE PrEffIRPMEN1,T ASCHA W 11 'A ON 0 'p7sR DETEELMINED, IN ACIORCAININCE ASIT N - THE MORI BUILDING CODE SMALL 5E _5Sh THAN 1,6139 Or . , 6_1 Aig � , .1 till'i I u - I [JAL TOTHE PC6111VE OR llki'�ATIN'r VIF4GN 19S UP, , 'Aji VOW, LISTED HERE, FOI .1 r1w . > I C r . 9 X AS5EMI AS SNOINN, 4: � JA�ql GENERAL NOTES: . I i I 0i ': , E ANON"I 11EINI I III 11 11 FA Z -ICATEDT. (A 'z W �� RIAM Q'i J%Qfl BUILDII s. -- �OCQIKI N Vill 9M EDITIO 02T , A", N. li. a USE INrloe "I'Do"T"In"OFTNEV"ESTIGATE It, " %M 0 . �'N�s ZINN, XUt A2D WSTR ,03 PROTOCOL%, CONTRACTOR 144ALL IN I , ,!. WIN 35-Ij3 ECREASE 114ALLOkVACLESTAF.SI HAS BEEN USED RINTHE; DE"i OF THAS SYS TENN. a_ -r-KEAK"W�!�G4NBEFaFRECORD FDRAliEJECT SUPrKsTi �WHICHTHEE cruc1StB7MRE MANORS LE NOR THE NEBEGIATP -N-L-51LIPPORTING SURFACU " P-11S OSSINAN WHOM SHALL BE Cl�','RM�-fE�B BY TH PERNITTINQ "WTAN"TCA, 4 SEPARATE SrTISIMIME -7 '"B"i - E "T"i CACENTO DMM-MOM Lai DeF&M01'1IA1Vr'A`U1ED " "'Ei IN EREIN. CONTACT THIS ETIGIPME FOR ALTERNATE SIAN CALCULATIONS AS M4' BE RE "U"an . T`HE5qAS-._ .'? M04METM:5GENERCA'�.�-N.TIROV[DE INMKMATE 454MLIETCSI MR SITE LANNIMMORS DIFFERENT FROM THE CONDITIONS WTAILM HEREIN A LICENSED ENGINEER OR RECISTERIED i .ARC.IIECrSM--VRRR.ESTTESPi.EECL'4 OMWr'-F CIRLINETIN ORLIARMOK MITI T115 DOCUMENT DESICIN MEASURES NOTED HIERIENIAPLE BASSOON MAXIMUM TESTED rlNuAsSLIRUN LIVOLIEZ AN A;.5 50FIED FACTOR ;1:1.11EAUTATFTdMSMBtHZ1'Ill�lI ORTATPR T S UNLESS Nmen , F 7ACITHERWIME 'NNXkAISf1 AUS"T'Hillps � LIS "TONNIUMVIA,TER"T Oi NESUS-ANT MA"AINUALL AND 92HALL COMPLY WITH 'SPECIFICATIONS Pon ALVAPPIUMSTRU"TUREVOMON11 DYTHEALUNUHUMASSOCTAYTON, 'C� ric- & MY ARNICA" movil '_TATANV %'�'AIe0001ll I 46.'SNcd.3Rdr Re 24G'STF , SINUPrM AAWE - �LLANPJRM - - -53 ULIUNNNLOUYL" It To" & �n D�LS SHOW MAY BE itifflicrACELLlci AS F COITION PANELS NAY BEPHOURTEDVEK710A1LILVOR HORS10fil AS kPiTUCABLE. 11 CO"Re", Mi "'i MAcas SNAI CIE RMESCIDED TO M4�D,tJ-CPA<KEDCC,t,'RE-TEOT4LY PSTAII NII, (Q1W.KffTZAbO4Qk$ PER UFAC71JRFR`5 NtrNIMINTENEVITIONE! 13, THE CONTRAC"N R A' lHiSPINALl IN INSUL"'NE AN, PAOCEC7 ALL �1 EMBEF-1 F GOP. 0 E C T AT Lk% AN 7 I IAL."� III r AN EVINT C I NY'l-P.00SES. $- HNINI NEER Oil 4FTNXFU HERE TO VALMAI-ES AT-RU7TV Ri 1) ES[GIN AS SHOWN OTHLY USE Of THIS &WHICATION BY CONTRArTOR, at. .L 1N0e1VQ`FiZii4�VA.FiARM4J5S'[11T5 VNIQUINNER idiPAU.COST& DANANI INCUJOIIIGLZA_Ak�lf= &AffIELLAIE FEElSRECUL�-C PROM MATERI[AL rABRICA710n, SYSTEM ERECTION, IN CONSTRUCTION IN OrYOPID TRA7 AiNICIN aCA���.+LMAt,�A�, # FAUB-olOi FROM OIEVIATtl PLAA is EXCEPT AS EYAMLY PROVIDED HEREIN, NO AOT.3717BONAL CERTIFICATiONS 99 AFFIRMATIONS ARE INTENESIN ta AL'YP+R� WSAEsB1T1OlM.69OTMr MANrra=-TZ�iir.LR UF4&a ARE VDT PERIM Ii3 Mo 01-11LOATE THIS *�RTPICATNI ] 7FAIll I SlLpl BE PERMANENTLY LNIMUMNIII M01111141 OF (I 1 LADOL 0 ER PVial I U ill COsTAINII Ill F&Llcrdl Is a 114FORMATI8° PJ -MBAINAN %HPITTERSANDIOASS .T FGI Ill,Is 2M5. 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NONE A f" PACK, STUDDED ANGLE, El LISE-6,22'CLIZ HAITI PASTENFAIASULMNG74512 VALUES FOR ALL 11'- AND 'UY-HEADERS (INICLUDI No NUI.Lp�_'Ulr OONEETIOnsl 4, ANCHICIRSSk'ALLSE HNISTAILLEDIN ANOCORGAACE WITH M1NUFAC711RERS' RECOMMENDATIONS. 51 hOPUUOAN BLOCK NNQ�57 SIERUCTORE 5hi QONFMM TO ASTIM QlQ D`_Qi 6' 11,11=41LIMM M-MP4 UMEM DTSPALLBEASNOTMINAN04ORSCHMULE, 7M ENIPADMISNIT AND EDGE DISTANCE EXCLUDES STUCOI FOAM, BRICK, AND OTHER WALL FINISHES WALL FTNT!ANS, SMALL BE LIMITED TO Orl MAX OR SMALL BE VERIFIES BY OTHERS TO - -TuR ADEQUA7121-ir TRANSFER � rOHOSTSTRUC --. a. CONCRETE Al NOTED HEREIN SMALL BE EMBEDDED CO UN -CRACKED OBW_Il Otill Q. WHERE P.!Anill>;STRLCTUAFIS WOW FRAMING, FOSTIll CONCITTIONElMAY VAMil' FIELD VERIFY THAT 1"ASMINE--5 ARE INTOAO[!QJATE VH0CD FRAArliss', INIEMMAI "ON p_NWOpD. FASTENING, TO PLYWOOD 15 ACCE13TA5111 OPILT PON STEP CLNAUPNP PIED ES. L!II4 WHEIRE ArWiYORS' FASTEN TO NARROW NliC I, OF El J �l il AVN A ,, r AS rENC k IST INALL RE LOMIED 9 IN -ROF NENAHVI X 4' (IAN.) WOOD ST1JD(-r,,'ISXE DISTANCE ISACCEETABLE FORWOOiD FRAMIND), Ill STUN SHALL BE "SON18tM PURE'C-0.55 OR C SPIWER, DONts-Cf. LAC SCREIV N. HAVE PHOULTIP-SPAN HEAD OR HEX Hi IN. REMOVABLE ANNJIGAZ� ARE CEWALTP��LMAll�,ALL-FOINT55OLIE)-5rTSB"558USMMG L2. MACHINE SCREIAS SHALL HAVE V2- MINIMUM RUGAGEMENT' OF THREADS INTO THE BASE CMOR - -AD AN AND Mi HAVE EITHER A PAN HEAD, TGNU-G HEAD, OR WAFER HE{SIDEWALKBOUT Ill -E F-9CLUDES 51NUCW 09 C114ER WALL FINISHES, 13. MINIMUM EMBEDMENT AND EDrE DIETANK 14. Ir DESIGNATE'. ANCHOR CONDINFICNIB;wIl ARE NOT ACCEPTABLE UESS. 15 DIRE 16 LJNEMCIMIPJNTINGCONDrIN)IG. INTeP.PU,AICN15NOT PMKIFTEf-'aCIRU5EWITH THE AN,"IP.5C)HEDULESUTOCti This RUNLET, W E -1 .-,,,-.,--,,;,, '.� _'�� - -? -__� - *�� "O' N . .* - �t:7 & _iE I IN jw n C -Zj IF r - UN - 2 r I';- 9 < j �kp I .0 t;' V lu V Art RE I I " � I r. a E !2 .� I I . 1�i , (A � Q . z < 5 * Ill 1 4 2 - I � I T d i I I � 1 1 ; = V) I i - i 611 8 I f - C, US X I ill :j < 6 i x 91. 1 g1l -31543 20 1 .- - = �D N N c- cin iiiiii W 11 N> C_ 0 (3) I_ 0- = _0 0 (3) 0- 0 0 = M _0 a- . M _4_j 0 a) a (n (3) :t- a) -0 = 0 L_ -9 - = (:L) 0 0- = -9 = = 0 - Li- - M 0 > .I Ln ID 1i a S.- 0- . C_ W M Ili M Al 0- !I_ -0 ' r_ . - U) < (n I " (D (D a) = -+--a = M > 0 L_ W0- < a) -"-, 0 C= =3 _0 c 0 L_ 0- 0 a) " (n 4 .1do.. nM r = Lli I < = a z < - __j a_ SHEET NO. SH 1.5 . FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE WINDOW UNIT FLASHING REQUIREMENTS �--' °' CD TEMPORARILY SECURE BARRIER DOOR ROUGH OPENING WEATHER SLOPE _ ()% RESISITIVE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather-exterior wall envelope. The exterior wall envelope shall V BARRIERresistant TAPE EXTERIOR WOOD FRAME CONSTR. SELF -ADHERED FLASHING::: ;i:ii :; 3/4"-1" BEAD OF CONSTR. 0.6 Cm : 30.5 Cm ( ) include flashingas described in Section R703.4. O O -�-' L L 3 BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING Cl)!� O OL OVER RIM JOIST AND UP THRESHOLD OF DOOR AND !.'Z WALL BY 6 IN. 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 Co -O (ASSEMBLED z NAIL BRAND OR EQUAL WEATHER 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 '� V Cn 2 draining to the exterior water that penetrates the exterior cladding. � U CZ Cl) WEATHER ' SELF -ADHERED FLASHING BUILDING PAPER RESISITIVE z O _-_ _0 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 O L O UNDER DECKING (SEE DETAIL WP07) SU BFLOOR 4iiiiot - approved water resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, C O �' 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 pp Y pp Y J pp 0 =+-_� co CCS approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt O Cn O > HEAD FLASHING TIE-IN INSTRUXTIONS: RIM JOIST felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building •- O O L Cl) 1. Cut, fold up & temporarily secure weather resistive barrier above header to allow for 1A appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. Cn O THESE DETAILS ARE GENERIC AND C6 -I--• flashing instaation MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO 2 Self adhered flashingplus head flashing under g 1 weather resistive barrier 3. Fold barrier back head 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 sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The BE USED. weather resistive over 2 flashing and seal with tape 2 C individual layers shall be installed independently such that each layer provides a separate continuous lane and an flashing Installed in Y � Y Y p p p Y g( accordance with Section R703A) intended to drain to the water -resistive barrier is directed between the layers. Scale: NTS SELF -ADHERED FLASHING FLANGED WINDOW W P01 SELF -ADHERED FLASHING W P02 SELF -ADHERED FLASHING W P03 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT EXTERIOR SHEATHING 3/4%1" BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD NEEDED IN CORNERS ADHESIVE ASPHALT ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied S/8" CEMENT PLASTER '»•:•• THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLANGED WINDOW FLASHING SELF -ADHERED FLASHING shingle -fashion or in accordance with the manufacturers instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes 12 MIL DRYLOK CMU -MASONRY BLOCK UP JAMB 6'. USE LIQUID NAIL BRAND (SEE DETAIL WP01) OR EQUAL WEATHER PROOF CAULKING used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the g pp g pp EXTREME REFER TO TECHNICAL ��<`x;:.;; SCORED entryof water into the wall cavity or penetration of water to the building structural framing components. Y p g 9 p WINDOW LETTER ON CHEMICAL `;:;' COMPATIBILITY < RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with FASTENER 1 SEALANT AT ) SELF -ADHERED F I FLASHING FLASHING, SELF -ADHERED I BEFORE FOLDING SCORE 9 Class Grad e proper joint expansion and the building wall with a sealant complyingwith AAMA 800 or ASTM C 20 ss 25 a NS or greater for o g 9 p p l p 4 SEALANT JOINT WINDOW BUCK TO EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN MA 812 o her approved standard as appropriate for the t e of sea ant. Fluid -applied membranes used as contraction, ASTMC1281, AA or dI pptype OUTSIDE EDGE OF ': ! ^'- .''r .'.n:' MASONRY WINDOW BUCK VERTICALLY FROM BOTTOM OF comply w' MA 714 The flashing shall extend o he surface of he exterior wall finish. Approved flashin s flashing in exterior walls shall c I with AA fl II xt t t t g p Y g pp g 2 i':. ,,. ....a. )SEALANT JOINT y : (r :'.'.:'.:.:'.':-::;;;, i:i;:;z;;,.. '`: :.::::::::..: THRESHOLD � shall be installed at the followinglocations: 5) SEALANT FROM x INSIDE EDGE OF 2 rii::c.;::::.:-:......; 3 ` "° WINDOW FRAME ,.. `''`' WINDOW BUCK ACROSS WINDOW BUCK ' • ' ••: � ' SECTION -A (SEE DETAIL WP02) . 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 PER CODE SELF -ADHERED FLASHING C finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 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 c ': 2 BEAD BRIDGING following: CLADDING AND WINDOW FRAME .. ' SELF -ADHERED FLASHING `' S 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 3) SEALANT WINDOW FRAME T WINDOW BUCK ALL THE WAY NAILING FLANGE 1 ,�° i 4 manufacturers instructions, in accordance with the flashing manufacturers instructions. Where flashing instructions or details are AROUND, INCLUDING SILL. DO NOT FLASH OVER 2 2 SEAL TOPS OF JOISTS 1 6 not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or 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 BOTTOM NAILING � UNDER DECKING DETAIL WP07) 2 7 drainage. Openings usin an flashing shall incorporate flashing or protection at the head and sides. g g p g p g FLANGE (SEE 1.2 1.2.1n 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 HALF ROUND WINDOW WP04 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK WPO5 SELF-ADHERED FLASHING INSIDE CORNER WP06 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 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 APPROVEAPPROVEDDSHEATHING Sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL HOUSEWRAP PATCHDHEREDFLASHING STRUCTALATH TWIN TRACK 2.5 stuCCG FLASHING AND WATERPROOFING METHODS TO BE USED. a ° A ° o 3/4" CEMENT PLASTER �N 12 MIL (min) DRYLOK EXTREME _ ° ° ° ° ° APPROVED FLASHING TAPE DOUBLE - 2 3 ° • °. A. d ° 7/8" Cement Plaster "V" SEALANT SOCKET WITH JOIST d d ° ° TOOLED APPROVED SEALANT SINGLE WOOD BEAM °` ° " " ° Foundation Wall, " in accordance with 7/8" Cement Plaster JOIST" EBELOW 1 SELF -ADHERED FLASHING ; ° ° ASTMC926 in accordance with SELF -ADHERED FLASHING a ° < , d. ASTMC926 a °: Felt backed metal =� 2 .' v ° °° s. lathe in accordance Felt backed metal SELF -ADHERED SELF -ADHERED 3" MIN 4 with ASTMC1063 lathe in accordance FLASHING FLASHING with ASTMC1063 Building Paper ' Building Paper �•',' ' 7/16" O.S.B. ' sheathing O.S.B. SCS 06 02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING DECK JOIST WP07 SELF -ADHERED FLASHING OUTSIDE CORNER WPO$ FOUNDATION WEEP SCREED WPOg ,%,�` sheathing , : Metal sheathing = EXTRUDED SHOULDER .. .. .... .. Flashing Weep Screed SELF -ADHERED FLASHING 2x FRAMEWALL Installed As Per Manufact. Specs. �i PRODUCTSDETAILS STRIP OF SAF LEGEND SELF ADHERED FLASHING (SAF)---o-- Maintain Stampede or similar Bottom of bottom (D 40 TILE FINISH cauk Q DRAINAGE PLANE WRB DRAINAGE PLANE (DP) WEATHER RESISTANT - - BARRIER (WRB) Weep Screed joint only WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK w > BOND BREAK WEATHER RESISTANT BARRIER - BOND BREAK WRB SELF FURRING (SF) LATH-J\�'�/� 1 1/2" to 2" Above Roof Weep Screed PER THE FBC RESIDENTIAL 7TH EDITION (2020) Cn I PLASTER ACCESSORY Sheathing Installed As Per SF LATH SHEATHING,'OSB', PLYWOOD, DENSGLASS ® Manufact. Specs. 1'-4" PER PLAN Z > Detail Instructions Refer to the number marked as O in each detail that corresponds to the 1'-0" PER PLAN WRAP DP WRB ONTO I THE VERTICAL 1/2" Cementitious Cement Plaster Decorative Finish 0 L- numbered items in the list of instructions below: SURFACE To TOP OF FLANGE AS AN AIR in accordance CL BARRIER with ASTMC926 •'•0'"°• All inside and • ' 1. Install self -adhered flashing in order as shown by numbers SLOPE 8 CMU I 3-1/2" INCH FLANGE over wood 2nd •• '� �'° •• outside corner will • floor 4� 2. Install flashing and weather resistive barrier to form water shedding -- � ° .•O .•°• need to be miter �'° O laps 4" OR 8" CMU :____ a. a ° - I . cut and caulked all V flashing can be substituted for building paper 3. Self-adheredh g g p p (PER SEAT DEPTH) --- a ___ Z Z FRAMING STRUCTURAL I G '"�•,•. .••• butt joints need to °. •o O 4. Split the release paper using the ripcord (Split release on aemand, FILL WITH GROUT =__ ° A.Q a g �� I� �� STRUCTURAL SHEATHING . o. •o • becaulked using • '�° " • Stampede or sim. embedded in the adhesive layer) -for ease of installation and to O minimize scoring cuts -_ ` .d . ° '. a THIS GAP IS RESULT OF PLASTER STOP NATURAL SHRINKAGE. STRIP OF SAF caulk for all L 5. Remove all release paper per standard installation instructions and -Lu --- Q ° - --:a ° 2 � DO NOT SEAL. - - DRAINAGE PLANE WRB CONTINUOUS BACKER n �+ adhere to substrate using a square piece of flashing material (6" X 6" -___ ` ; U ROD & SEALANT DRIP SCREED PLASTIC Minimum) SLOPED MUD BED =__ a ° ' e 2 Lu ACCESSORY I I BOND BREAK WRB '^ v, 6. Fold as shown by arrows --- . .� ° . ° � Q SF LATH 7. Angle of corner may vary, adjust folding of the flashing accordingly to =__ d :° o U) � fit tight to corner VINYL SHOWER PAN -___- ° ° = A III Note: 8. Mechanically fasten as necessary---� . : ° . SLOPE ° - - - - - - - - - - - The building paper and metal lath must be Cement installed over the top of the weep screed. w ° --- PLASTER STOP A Plaster Q a CONTINUOUS BACKER ROD over block z G a d a & 1 st floor z 4 CEMENTITIOUS FINISH Q J SHEET N0. SHOWER SEAT WP 11 SOFFIT/CANTILEVER \/�/P 10 WEEP SCREED DETAIL WP1 Y Y SCALE: NOT TO SCALE ■