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HomeMy WebLinkAbout6335 Ten Acre CtABBREVIATIONS GENERAL NOTES VERSION CHANGES INDEX OF DRAWINGS I IRE U tw- iv �_mu Nev o z 2022 I/? ABV -ABOVE AFF - ABOVE FINISH FLOOR AHU - AIR HANDLER UNIT A/C - AIR CONDITIONING ALUM - ALUMINUM AT - ALUMINUM THRESHOLD AB - ANCHOR BOLT AVG -AVERAGE BFE - BASE FLOOD ELEVATION BM -BEAM BLK -BLOCK BLDG - BUILDING BRD -BOARD BRG - BEARING BTM -BOTTOM BUC - BUILT UP COLUMN CAB - CABINET CD - CONSTRUCTION DOCUMENTS CLG - CEILING CLG HT - CEILING HEIGHT CEMT - CEMENTITIOUS CL - CENTERLINE COL -COLUMN GONG -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 EXTINGUISHER FLR -FLOOR FLOOR - FLUORESCENT FTG - FOOTING FR DR - FRENCH DOOR 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 SYMBOL LEGEND: 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 RO - ROUGH OPENING RS - ROUGH SAWN SC - SOLID CORE SCP -SCUPPER SCRN -SCREEN SIM - SIMILAR SHLVS -SHELVES S/R - SHELF & ROD SH - SINGLE HUNG WINDOW SGD - SLIDING GLASS DOOR SPECS - SPECIFICATIONS SQ FT - SQUARE FEET SQ IN - SQUARE INCH STD -STANDARD STL -STEEL STRUCT -STRUCTURAL TEMP -TEMPERED THK - THICK OR THICKNESS TB - TOWEL BAR TOG - TOP OF CONCRETE TOM - TOP OF MASONRY TOP - TOP OF PLATE TP - TOILET PAPER HOLDER TYP - TYPICAL UNO - UNLESS NOTED OTHERWISE VAC -VACUUM VAL -VALANCE VERT - VERTICAL VIF - VERIFY IN FIELD VTR - VENT THROUGH ROOF V - VOLT WC - WATER CLOSET WH - WATER HEATER WL - WIND LOAD WP - WEATHERPROOF WWM - WELDED WIRE MESH W - WIDE OR WIDTH WDW - WINDOW W/ -WITH WD - WOOD = STAIR CALL OU'r HEIGHT OF co STEP DOWN = FOOTING CALL OUT - SEE FOOTING STEP DOWN CALLOUT SCHEDULE ARROW SHOWS 0 = KEYNOTE CALL OUT DIRECTION OF VIEW 1 ELEV NUMBER A9 �q = PRE -CAST LINTEL CALL OUT - SEE LENTEL SHEET NUMBER EXTERIOR SCHEDULE ELEVATION MARKER 1 ELEV NUMBER LEDGER CALL OUT - SEE SHEET NUMBER LEDGER SCHEDULE 4 A15 r---ARROW SHOWS 3 DIRECTION OF VIEW MULTI VIEW INTERIOR ELEVATION MARKER SHEET NUMBER 1 INT ELEV NUMBER ARROW SHOWS DIRECTION OF VIEW INTERIOR ELEVATION MARKER ARROW SHOWS OF CUT l SECTION NUMBER iDIRECTION SHEET NUMBER LOCATION OF CUT SECTION MARKER THE FOLLOWING TECHNICAL CODES SHALL APPLY: 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 2020 FBC PLUMBING RESIDENTIAL SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. 3. ALL PLUMBING WATER LINES TO BE CPVC VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL CODE Q PORCHES AND BALCONIES CHAP. 3 0 HANDRAILS - CHAP. 3 0 GUARDRAILS - CHAP. 3 E] STAIRS - CHAP. 3 0 CHIMNEY & FIREPLACE CHAP. 10 0 EGRESS WINDOWS 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. 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. E P4 P4AR" LENNAR TAMPA DIVSION 4600 W CYPRESS ST, SUITE 200 TAMPA, FL 33607 813.574.5700 2216 VERSION DESCRIPTION OF CHANGES 1.0 PLAN REVISIONS 2.0 TYPICAL TRUSS CONNECTOR REVISION 3.0 ELEVATION A ENTRY PORCH ROOF UPDATE 4.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE 5.0 ADDING K, L, M ELEVATIONS SHT NO: TITLE CS COVER SHEET Al FOUNDATION PLAN A2 1 ST FLOOR PLAN A3 2ND FLOOR PLAN A4 ROOF PLAN A4.1 2ND FLOOR FRAMING & ROOF PLAN A5 EXTERIOR ELEVATIONS A6 1 ST FLOOR ELECTRICAL PLAN A6.1 2ND FLOOR ELECTRICAL PLAN SNO STRUCTURAL NOTES SN1 STRUCTURAL NOTES S3M FOUNDATION DETAILS S4 FRAME WALL DETAILS S5 ROOF FRAMING DETAILS S6 WALL SECTION DETAILS SS RETRO FIT DETAILS ST STAIR DETAILS S11 PRECAST DETAILS S12 PRECAST DETAILS PA1.0 PRODUCT APPROVAL PA1.1 PRODUCT APPROVAL PA1.2 PRODUCT APPROVAL PA1.3 PRODUCT APPROVAL SH 1.0 HURRICANE SHUTTERS SH 1.1 HURRICANE SHUTTERS SH 1.2 HURRICANE SHUTTERS SH 1.3 HURRICANE SHUTTERS SH 1.4 HURRICANE SHUTTERS SH 1.5 HURRICANE SHUTTERS WP1.0 WATERPROOFING DETAILS SEP 0 8 2022 VIRTUAL ' s- " w,ic. Piar = F:' . ,t ; c,r _r;c' 'IP;-ra d for ccrnpJaricc ;viih irie "z u,) r` 7th Edition by Debra n; It5 r:iahr f :\2300 NOTICE TO BUILDER & ALL SUBCONTRACTORS IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE BLOCK 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 BACK CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND APPROVAL BY THE DESIGN PROFESSIONAL. N N 0 N v A' E > d M O N �,% � N 0� 2 [ } Z) Oro N c O n� U w QN 00 E" ^ a �o V �sl 0 Ld In wOF- W 8< W - ~z z ) C� W mS2-cMw<LLVO2_'O Q Q U F- <a�o zLLu.°zmQ° aumL:)z0R00m�Z°z nwwwv0° Zaavww�¢002U iapw- O A O ¢<wzwoa LL ¢w mwamV ¢OzOa LL¢ O �¢� 1 O CV Z O� (n O H M O Q � M L0 �101- ��ti F'WICM Q Q 00 U Z F- w J O O ml qq- LN" r� N r� 1 L , 1 � 00 u) ) � C O LO -0 r Q INK I®[ 0 0 0 0 0 N' Z O W Wo 0 0 0 o w �O T-1 N N r < z lz poL. U w CO W QZ Z Ill Kcn w oWoo U O ow° z ��na F- W Q U F-~2 z6m o� CL <~� 0 z0fo CU gww � azz F- Z cs z W mt N LAST PLOT DATE • April 7, 2022 Z O j COVER SHEET r 30'-0" OVERALL 10'-11 1 /2" 6-0" 13'-0 1 /2" ,00 4'-0" 4'-0" 4'-3" T-5" T-6" T-10" T-0" 4'-0" A _ U_ 12 J H c0 4'_8' TS3 � r B C ELEV (-) rL HB "' 1 _ 3 112" la a 71 c) IO Q d 0 E3 1 _ I I o II II > � '.IT=8 1/2"CD 0 6 I I o -}--� REF ( W W �� a l --- I �U IIr-- 16'-2" 6 13'-10" C.J. I C.J. o I ' � I � III `' I B Q_� O ' i °Q B bo O I I I I 9'-5 1 /8" I I *EILEC/PLUMBo —� ----- CONTROL JOINT — ------------ 3/8" / / I — FOOTING � 9 I 13 / (4) STUD I 0 L;* �� // " HTT4 AT BASE) b `r ai IS3 ZOaF(D I tn > WOUJ 7 T-3 3/8" zI 2I'-4 7/0. 8"' q ELEC M z LAV K rn OIO iOuS I 1-" tL ED p ---- II - II -wH N F --� -_--- -- ----c--== -_ _-- _ -- ==4 b 13 I G 10 I 8 I CC S3 11 I I ELEV a S3 I 13 D =W I- b Iz to I I Z .40F4 O C1 I I0 M Z '-4 7/8' I z WC I B ,0 I I I I I CONTROL JOINT I II _ co.4 U � M co D C) I 1 O1 SEE DETAIL D/S3 I I I O I FOR FRAME WALL 1 I N I TO CMU _ 4'-1 7/8" CONNECTIONS �B � FOOTING a o I o? N I d1 I b0�� I �y L/ c ►•���•���•••••��•••••*•••gg 110•y�•••�•�•�•��•��we as►iiiiii ■ ■ SENIi!�!i!i!i!i!i!i !�!i!i!i!i!i tititititi!itit�i!i!i!i!i!i!i!il ONIC lililililili� �� ■ ■ ■ r . 1 1 1 30'-0" OVERALL FOUNDATION PLAN (ELEVATION A 1 /411 = 1 1-011 P� I co co 9 c%> J bo coW v> O telk 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) FOUNDATION LEGEND: NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ) IN ACCORDANCE W/ ACI224-3R 10 = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB A = FILLED CELL W/ (2) #5 VERTICAL O = FILL CELL TO (1) COURSE ABV PIPE (NO REBAR) .'= (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS m= WINDOW OPENING ABOVE 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 C.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 1O 1/2 DP X 9 1/2 WIDE RECESS 2O NOT USED 30 1-1/2" DP X 13" WIDE RECESS 4o ICE MAKER LINE 5O SINK - KITCHEN 6O REF 7o WASHER 8� W/H UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 12 42" x 42" A/C CONCRETE PAD 13 BEARING WALL 0 FOOTING LEGEND TAG TYPE SIZE REINFORCING �A THICKEN EDGE 81 x 8 DP (1) #5 CONT. © MONO FTG 20" x 20" DP (3) #5s CONT. © PAD 24" SQ x 16 DP #5s 6 O.C. EA. WAY @ MONO FTG 16" x 12" DP (2) #5s CONT. OCT 0 6 2022 VRA Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 o � \ N Lvi�A ` Y ♦ "JJ Q ` aoo ARC+vi05 4,♦'��, ¢ W 0 or 0 z CLO) F, o u 8 M `r ai N M ao ? N V ��� M � 9 _O o } Q t U m •N • w C3 ■ Q N >` �o �2 m W W W ow W0� Q -j '<�~z' 0, W:)g-j Q Q V - Oaw LLUO0'_jO <aOJzxLL0z20o'-p 9w296zOWoomz U U) O Z �Wa-W55wWWvW,x<=) -J<<W Klz WOOa L!_ OW ��� � o< o 0 oQz� ¢ ¢ LL¢ O LL 1 O Z W O� (n o C]U)�MO J L0 U ti I—IxaM W CL T- Z U W W J0 O ' i I I I I O ooaoCN O O �— N N N N N O o O` e`N- O N O 00 O e— r" O NO ! i ' z O '^ L0 U W o 0 0 0 o i I may. > � c_� ri v ui I I ' Cr Z~ zZ W ¢W O♦ .1-a W ? Q _ Woo U U U �. O =)Z> OW ow �— Z a_a :0 f- w ¢ = m lt w N 0 o N �Om . . LLI O >— r Q Z gWIx W U_ az Z mZ mm 0U 0CL F_ z Z w W J ti O LAST PLOT DATE • September 21, 2022 z MONOLITHIC FOUNDATION PLAN A --------------- 0 ,2n, FIRST FLOOR PLAN (ELEVATION A 1 /4„ = 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. INS T ALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.)* = 42" A.F.F. OR U.N.O. TOWEL BAR ABV TUB DECK" = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.)" = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. `PROVIDE 2X BLOCKING IN WALL AT ALL LOCATIONS FOR T.B. AND T.P. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 1X3 PT FURRING STRIP 3/4" INSUL BOARD 1/2" GYP 8" CMU NON -BEARING 2X4 STUD W/ 1/2" GYP. UNO BEARING WALL 2X4 16" O.C. W/ 1/2" GYP. UNO p = FILLED CELL W/(1) #5 VERTICAL ® = 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) STAIR DATA STAIR MARK RISERS TREADS LANDINGS TOTAL RISE A 16 AT 7 9/16" 14 AT 10" 1 10'-0 3/4" SQUARE FOOTAGE: AREA PROPOSED FIRST FLOOR LIVING 930 SECOND FLOOR LIVING 1287 TOTAL LIVING SQ FT 2217 ENTRY 26 7401 GARAGE TOTAL SQ FT 2644 \/-R/I� sEP o a 2922 'q)T VIRTUAL Virt,IG:�iIc. Pig caved for Ccr-ripJlaizcU ;,.Itr a �c ���„ a nth Edition by Debra �16hr PX2300 ALLOWABLE WIND SPEED DESIGN PRESSURE (140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30 ft, Importance Factor-1.0, End Zone= 4 ft) As per Florida Building Code 7th edition (2020), Residential Table R301.2 (4) (Wind Speed Conversions) and ASCE 7-10 Methods WALL TRIBUTARY AREA (ft)2 INTERIOR END 10 39.4 -42.1 39.4 -51.8 20 37.6 -40.5 37.6 -48.6 50 35.2 -37.3 35.2 -43.7 100 33.4 -35.6 33.4 -40.5 GARAGED 30.0 -33.9 30.0 -33.9 >l � F 1 � w u0 . a \ O 00 w O 0 z t� a> LO E c 0? W L o N N tun)V 0 O°D m z _ - A' L 2 W � p U .N (D .� p° w Q� c E �0 o m �°a"a W Ur W �W uS w0H �� ��_j w Q_�� 0LL Q Q U F- JU)0 co QOO ZLLu �Z�-J C3U)X OZpR00m JO z U C10 Z v�wwwv�wwwu5LL W�d0� �; a<W< zWz CCL L ILL ¢pw �_�� �YWCI 0 X O 0 o Q Q ¢ LL ¢ O F LL 1 O N Z F- O >Do M O QU)Mrj � � Q w d Lq M QUQ00 Z F— W J o CO 1 � i i I � i I I I C_ o 0 0 0 0 N It - a C Co�� O 0 a o N o i l ' z O CD W O O O O O 1 00 u) ¢} Z w 4-1 wO+ oO o� W05 UVV5 F— = 5; pw� Z 00 ar< l0 F- a N F-�W N zoz w N O Z,O Z U w gZv_ .. ZZ 0V 00- J z A2 z W W41t 0 T_ O LAST PLOT DATE • April 7, 2022 Z 0 J 1 ST FLOOR PLAN A SECOND FLOOR PLAN ELEVATION A 1 /411 = 1'-0" SQUARE FOOTAGE: AREA PROPOSED FIRST FLOOR LIVING 930 SECOND FLOOR LIVING 1287 TOTAL LIVING SQ FT 2217 ENTRY 54 GARAGE 401 TOTAL SQ FT 2672 ALLOWABLE WIND SPEED DESIGN PRESSURE (140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30 ft, Importance Factor=1.0, End Zone= 4 ft) As per Florida Building Code 7th edition (2020), Residential Table R301.2 (4) (Wind Speed Conversions) and ASCE 7-10 Methods TRIBUTARY AREA (ft)2 WALL INTERIOR END 10 39.4 -42.1 39.4 -51.8 20 37.6 -40.5 37.6 -48.6 50 35.2 -37.3 35.2 -43.7 100 33.4 -35.6 33.4 -40.5 GARAGE D 30.0 -33.9 30.0 1 -33.9 2 WALL LEGEND: 2X4 INSULATED EXTERIOR STUD W/ 1/2" GYP ON INTERIOR SIDE UNO NON -BEARING 2X4 STUD W/ 1/2" GYP. UNO BEARING WALL 2X4 16" O.C. W/ 1/2" GYP. UNO ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. STAIR DATA STAIR RISERS TREADS LANDINGS TOTAL RISE MARK A 16 AT 7 9/16" 14 AT 10" 1 10'-0 3/4" 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) GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. INSTALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.)* = 42" A.F.F. OR U.N.O. TOWEL BAR ABV TUB DECK* = 36" ABV. TUB DECK TOILETPAPER DISP. - (T.P.)* = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET- (M.C.) = 75" TO TOP OF CABINET A.F.F *PROVIDE 2X BLOCKING IN WALL AT ALL LOCATIONS FOR T.B. AND T.P. VIRTUAL STAIR SECTION Virtue. C_1 Ic 1 /211 = 11-0"PIV7 i tt, tC r:�' 7tn for cc; . i '�r PX2300 SEE SHEET ST FOR STAIR DETAILS 10" HEADROOM IN STAIRWAY TO BE 6'-8" IN ACCORDANCE W/ FBCR R311.7.2 " NOSING (3) 2x12 STRINGER----' STAIR DETAIL NTS RISERS CUT FROM 1x MATERIAL TREADS CUT FROM 2x MATERIAL STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE -ALIGN EXT. FACE OF SHEATHING W/ EXT. FACE OF CMU BELOW 2X8 #2 SYP P.T. BASE PLATE SET TIGHT TO SHEATHING W/ 1/2" EPDXY ANCHOR OR 1/2" J BOLT W/ MIN. 7" EMBEDMENT AT 32" O.C. AND 6" FROM EACH END — 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE FOUNDATION PLAN FOR FILLED CELL SPACING. — 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) SIMPSON MSTAM36 STRAP EACH STUD�(14D RA E d C SIDE) CENT RR 3) NAILS AND (8) 1/4" X 2-1/4" TITENS INTO GROUT FILLED CMU - STRAPS TO BE ATTACHED DIRECTLY TO CMU * CENTER OF STRAP AT T/WALL TYP. U.N.O. w 0 z w w NOTE: 1. GROUT TOP (2) COURSES SOLID 2. MAX. WALL HEIGHT 20'-0" AT 140C WIND PRESSURE. IF CONDITIONS ARE EXCEEDED, CONTACT E.O.R. 4 WALL SPLICE DETAIL N.T.S. SEE PLAN N 0 N C v /1\ �'M E O Vi L. CN `n CV)M in � U -0-0- 1 M �� 6 o �N U pg < Q� i w aN o Evi c .0) �WW J W MO LLW <��J(i0wO0 0U � w¢ Q =ccgQZLLLL �w JQ oZ�ooF p -Jz�2ZOOOmZ OWZ CyowWWwem0wQ~WQcnF-Wu i dWOW OW ZZQQ YOU-QLL Q 0W �p Q H LL zi N L / Cr 00u) 0 4_j 1-4 e 0 0 04 Z O� >(/ o 0 CID Q � M O �U)U� aM Q Q aD V Z W I— W O Jco �6 O (D O r N CD 0 O N O N O Z 0 U) Wp O O O O .7 r N C6 4 6 910 N N �N Q Z * Z U O _p a m z A3 W Nqr T_ LAST PLOT DATE ZApril 7, 2022 0 z F- qz zw W WOO U owo Z ara = WWQ I- H CO&2 z0== O zwo V ww az Q z z w J 0 N O J 2ND FLOOR PLAN ROOF PLAN (ELEVATION A 1 /4„ = 1'-011 GENERAL NOTES: * G.C. VERIFY ROOF PITCH 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" OVERHANG U.N.O. - PLUMB CUT FASCIA - ROOF PITCH PER ELEVATION - WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) - SHINGLE LOADING 2ND FLOOR ROOF VENT CALL: NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANTITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER F.B.C. 7TH ED. (2020) SECTION R806 FORMULA = S.F. / 300 (1/300) * 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT ATTIC AREA = 1505 SQ FT VENTILATION REQUIRED = 722.4 VENTILATION PROVIDED AT RIDGE = 414 SQ IN VENTILATION PROVIDED AT SOFFIT =1134 SQ IN 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 - 18 SQ. IN. OF NET FREE AREA / LINEAR FT. " OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA / UNIT " SOFFIT VENTS - 7 SQ. IN. OF THE NET FREE AREA / SQ. FT. IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION " LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA / FT. FOR SHINGLE 36 SQ. IN. OF NET FREE AREA / FT. FOR TILE NOTE: EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE -HINGE DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL PROVIDING TRACE ABILITY TO MANUFACTURER AND PRODUCT SEP 0 8 2021 \/RA VIRTUAL P, Virwa; ;: v Assisi s,lc. Pla�ls . roved for con 7th Edition by Debra '%\2300 N N 0 N_ LO coo LO • , \ \ • i Q V w y _ w it 0 z Q LQ E 0rc�l i W •> `0 U \r ' 0 m 4- Ci N (.1 V ' a^ u 0 C: cco �O 2S �•� o U-8 a ups •—t 0 w Q� W V p E� W W� W J W�� O ;�aw C7 crC00Wp�LLU0�0 OZd -- �OLLpw00m0 pWW Z W WZWX w� LL <pWO�a.QQFnQW O<< O LL LLQ 0 0 CV Z O� > o M O Q (h I,* U) L QWQL1? ~" a (M 00 Q }' Q Z V WW JC:) 0 A N� Cl N N O N Cl0 O O N i z O Wo 0 0 0 0 I > Cr v, Z a w O +-+ Ill Z O U 000 UVCO L .� �.._ O o z j_ aw oro Q Z a"'a r� l0 H a r-1 2 W m w N Ix Zo= . O Q Z g�Ix ww az Z �z pU o Q- m z A4 z w J U LAST PLOT DATE z� O J ROOF PLAN A 8A, /V, V SECOND FLOOR - FLOOR FRAMING PLAN (ELEVATION A' 1/411= 11-011 0 LEDGER SCHEDULE TAG ATTACH TO MEMBER PURPOSE ATTACHMENT LG-1 CMU 2X4 P.T. FLOOR TRUSS SUPPORT 1/4" X 3 1/2" TAPCONS AT 12" O.C., STAGGERED IMUNIM O KEYNOTE LEGEND KEYNOTE ANNOTATION 1O BEARING WALLS O2 A/C CHASE O 22"X36" ATTIC ACCESS O4 STAIRS AREA TRUSS NOTES: THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR CALCULATED REACTIONS. ALL MODIFICATION TO BE REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. PRIOR TO CONSTRUCTION. TYPICAL TRUSS CONNECTORS 1. ALL CONNECTORS ARE "SIMPSON, STRONG -TIE". U.N.O. 2. USE MTS20'S OR H10A'S FOR ROOF TRUSS TO FRAME CONNECTIONS. 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES W/ MTS16'S. 4. USE HETA20 FOR ROOF TRUSS TO MASONRY CONNECTIONS. 5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY CONNECTIONS. 6. USE (2) HTS30 OR H10A FOR GIRDER TRUSS TO FRAME CONNECTIONS. 7. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. 8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS. DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. NOTE: ALL VALLEY KITS MARKED "VK" OR "MVK" ARE CONVENTIONALLY FRAMED. PLEASE REFER TO ENGINEERING PACK FOR DETAILS NOTES: • FLOOR TRUSSES ARE CUT BACK 3/4" FROM EXTERIOR BLOCK WALLS. • FLOOR TRUSSES ARE CUT BACK 1/2" FROM FRAME WALLS. • SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG BACK LOCATIONS. • SECOND STORY TRUSSES ARE CUT BACK 3/4" FROM EXTERIOR WALLS. NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 377-293-9487 NOTE: MULTI -PLY GIRDER CONNECTION. ALL PLIES SHALL BE FASTENED TOGETHER BOLTS, NAILS, AND OR SCREWS) PRIOR TO INSTALLATION AND BEFORE ANY LOADS ARE APPLIED. PER THE SUPPLIED ENGINEERING SHEETS. NOTE: ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARRY THE LOADS IMPOSED BY THE TRUSS OR TRUSSES, AND MUST BE IN PLACE AND IN SERVICE BEFORE THE TRUSSES ARE SET IN ORDER TO AVOID REPAIRS. COLUMN NOTE: REFER TO FOUNDATION PLAN FOR COLUMN SIZES 12 F 12 HEEL= Z�A PLUMB l CUT — r 2X4 FIELD VERIFY 8 207 lod'� �1>- F f 7th hr PY2300 edition by Ueora , ice, "- A L = HTU 26 (SIMPSON) TRUSS HELD BACK 3/4" PLYWOOD 3/4" SUBFLOOR WALL HT. BASED ON 8-8" A.F.F. SECOND FLOOR - ROOF FRAMING PLAN (ELEVATION A' 1/411= 11-091 REFER TO ENG. PACK FOR CONNECTION TYPICAL 5' SETBACK CORNER -SET LABELING AND SPACING REFER TO ENG. PACK FOR CONNECTION TYPICAL 7' SETBACK CORNER -SET LABELING AND SPACING LABELED END MARK HANGER CHART d a = LUS24 (SIMPSON) J L = THA 422 (SIMPSON) Total Truss Quantity = 134 ATTENTION! 30' Soanlorless DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -81 60 degrees or less 30' to 60' I 112 2/3to1/2 I line r span approx. 1 Ta line span approx. REFER TO BCSI -131 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. General Notes 1. ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES AND FLAT GIRDERS HAVE THE TOP CHORD PARTIALLY PAINTED GREEN TO BE INSTALLED GREEN SIDE UP. 2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS OTHERWISE NOTED. 3. ALL TRUSS SPACING IS 24" O.C. UNLESS OTHERWISE NOTED. 4. PER TRUSS PLATE INSTITUTE BCSI-B1 RECOMMENDATION PERMANENT X-BRACING SHOULD BE PLACED AT A MAXIMUM SPACING 15' O.C. ACROSS THE SPAN, TO BE REPEATED AT A MAXIMUM OF 20' BETWEEN EACH X-BRACE THROUGHOUT THE STRUCTURE. PLEASE REFER TO BCSI-131 FOR ANY ADDITIONAL BRACING DETAILS. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCLL = 0 PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.25 % WIND SPD/TYPE = 145 BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON = 9.2 PSF DESIGN CRITERIA FHC 2020 TPI 201A Truss member design & connector plates are designed for ASCE 7— 16 and maximum forces from both components and claddings and main wind force resisting systems. * These trusses have been reviewed to carry an additional 10# psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDULE TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF ROOF DESIGNED FOR SHINGLE ALL REACTIONS AND UPLIFTS ARE SIIOWN ON ENGINEERING. WALL KEY ►•iiiiii• �I��•�I�I OAD DESCRIPTION INIT. DATE 01 NEW JOB COPY N319785 CHG TO 2216A RFS 8/19/16 01 REV FLOOR FRAMING AND TRS RFS 1218 01 LC9 JTH 12/12/17 [FRA01 CHANGED HANGERS TO SIMPSON RDP 03/09/1801 REV. FG1 WEBS JRH 31511901 MOVED FG2 BACK & EXTENDED FITS ARZ 08/24/20O1 REV.ENTRY JRH 10/30/202001 NEW CODE LCA MAW 1-14-21 CARPENTER CONTRACTORS OF AMERICA. 3900 AVENUE G, N.W. WINTER HAVEN FLORIDA 33880 PHONE; (800) 959-8806 FAX; (863) 294-2488 BUILDER :LENNAR 'PAMPA PROJECT VARIOUS MODEL 2216A CCA PROJ/MODEL/ALT 7A2/ 2216A ALT DESC: OTC LOT BLOCK DESIGNER PAGE RF'S DATE 1 8/19 16 LAN# SCALE N3 y22O f;' 1 4 "=r ??? 11/18/02 9:52 AM CCA48.dwg 04 •� �� °00 .,•* ;w Q W z a > W L. 0 `o M U M6in11 � m n V �°C�a w � C E O U- N V� L)r� < N • .0 V W C-N C E; �. o QIz, a NO W W oWWow ZY IO—Q Mo 2- X2 cr C,) LL O,LLC3 O [OWOW00Mzz WwOWWF5XW01 80O -O j (LL Z pO�Q� �¢WWWzQYO2v OW zQQ �ZWW0<<<YooJOV a¢jF- QLL iE 0 O N Z O I— � O MO Q M � Ll - � aLq M QUQao Z 1— z 3: LU W JC:) J CEO I I I o0000 N N N N N CV O N O N O m O o CD � C> O N O I I Z 0 of Wo 0 0 0 0 I I > M sf to 1 Cr 00 w z z z� O W cy)U O ozz wo Wes- -0 F- oW� ❑ Q Z ��a N 0 m ��w N _ EOM . . W�� N O ZWO z U gZLL W az Z U < pow eaaaa� Z z J W qqj- 0 V­ LAST PLOT DATE . . April 7, 2022 z J 2ND FLOOR ROOF FRAMING PLAN A 4" 6" 0 2 1/2" 1 1/2" • , k�/�1�i11� ROOF FINISH PER ELEVATION ROOF SHEATHING MANUFACTURED ROOF TRUSS MTL DRIP EDGE ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL `IZ•Z•7a•7P Q:I Irr;11� \J 1 nnu.rrEfn onICIMn k1r,V�19i -e• .,�1►1�I1111�1�■.. ROOF FINISH PER ELEVATION ROOF SHEATHING MANUFACTURED ROOF TRUSS MTL DRIP EDGE 2X4 SUB -FASCIA ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL • • • ZDj SHINGLE IY�-V TRIM BAND 11 WINDOW DETAIL 4' OFF RIDGE VENT SAINTED RAISED TRIM BAND :ORED LINES 6" X 1 1/4" THICK SMOOTH STUCCO BAND 1 , COLUMN DETAIL d = _ 5/8" SMOOTH STUCCO OVER CMU 2'6 1'-8" RAISED TRIM BAND 1 0 r- 0? 00 A5 12 5 12 r1rIITIII H-TI11 111111 111111 IIZN W�� �1�11 IIIH] 111111 IITIII IITIII IITIII IITIII IITIII IITIII 111'111 IITIII IITIII IIITIF fiflilill 11 H H 11 till 11 5 _ ELEV AT 18--O",111111k IL �JIL IF Ilff IF -IIT111- [Mir ml� MT IFFFIF TITM MIF FW FIFFIf UrM FT1IF [HTI� MI 1118 F- 11 SECOND FLOOR CEILING _ ELEV AT 18'-0" O.H. z = A5 SECOND FLOOR CEILING ~ 7 - _ AL1 OVER PLYWOOD z A5 N _j � I = 7/8 STUCCO 1 CASING BEAD - OVER FRAME �' 7/8 STUCCO N _j I I M W/ WEEPS OVER OVER FRAME I I I � 10 FLASHING C.J.I C.J.I C.J) C•J•1 C.J.I 8 WEEP �- SECOND FLOOR FF ELEV AT 10'-0" j9k 6'.4" 10'-0" 10'-8" 10'-0" 6'-4" 3'-0" AlkA5 _ _ _ _ _ _ _ _ _ ELEV AT 10'-0" o SCREED 12 �— I SECOND FLOOR FF kr 12" PAINTED RAISED ELEV AT 8'-8" 4 5/8" STUCCO DRIP 'V' STUCCO BAND � FIRST FLOOR CEILING SCREED ELEV DRIP "V" SCREED ❑ ❑ ❑ ♦ V WEEP 5/8 STUCCO FIRST FLOOR CEILING 5/8 STUCCO D El El 1:1 El 1:11:1 ❑ i � �� � o TRIM PAINTED BAND RAISED SCREED OVER CMU OVER CMU--------,,,Zo I �° 6" PAINTED RAISED PAINTED METAL El ❑ 1:1 E 1:11:1 El i' TRIM BAND GARAGE DOOR I ELEV AT 0'-0" FIRST FLOOR FF ELEV AT 0'-0" FIRST FLOOR FF 13 A5 FRONT ELEVATION A RIGHT ELEVATION A 1 If _ 1_ 11 3)3/16If = 11_011 3/16-10 4' OFF RIDGE VENT RIDGE VENT 6 SHINGLE ROOF SHINGLE ROOF 6 A5 12 12 A5 11 TIT Ir 11 LI u �111 TI 11 11 TI 11 11 It 11 11 TI 11 11 TI 11 ft� 5 11 TI 11 111111 1111 111 1911 ]111 11 11 121 12 5 15 J1h 11 111111 IITIII 111111 IITIII 111111 11TI11 11TH IITIII_ 11 111111 111111 1111 ITIII IITIII 11J11 IITIII IITIIj1d _ ITIII ELEV AT 18'-0" _ ELEV AT 18'-0" SECOND FLOOR CEILING SECOND FLOOR CEILING H 7/8" STUCCO 7/8" STUCCO I I (V J L OVER FRAME 12 OVER FRAME I I I C.J. SS C.J1 s C.J1 C.J.I W C.J.I C.J.I C.J.I 4 8 � 3'-4" 8'-8" 8 -8 -8�� 8-8 3�-4�� 8'-0" 14'-0" 8'-0" _ _ _ _ _ _ ELEV AT 10'-0" _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 12 _ ELEV AT 10'-0" _ _ — I � �' _ -�--- - SECOND FLOOR FF � SECOND FLOOR FF WEEP CASING BEAD SCREED W/ WEEPS ELEV AT 8'-8" ELEV AT 8'-8" OVER FIRST FLOOR CEILING 5/8" STUCCO WEEP 2'-0" FIRST FLOOR CEILING FLASHING OVER CMU SCREED b _ 0? ® in m 5/8" STUCCO 00 CASING BEAD in OVER CMU W/ WEEPS OVER _LL_ _ _ _ _ _ ELEV AT 0'-0" _ _ _ _ _ FLASHING _ _ _ _ _ _ _ _ _ _ _ _ ELF✓ AT 0'-0" FIRST FLOOR FF FIRST FLOOR FF REAR ELEVATION A 3/16" = 1'-0" LEFT ELEVATION A 3/16" = 1'-0" FLASHING NOTES: DUE TO CLARITY NOT ALL REQUIRED FLASHING ARE INDICATED ON 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, AND 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. GENERAL FLASHING NOTES: INSTALL FLASHING IN ACCORDANCE WITH FBC RES 7TH EDITION (2020), SECTION R703.4 AND IN ACCORDANCE WITH STANDARD APPLICATIONS ILLUSTRATED IN THE ARCHITECTURAL SHEET METAL MANUAL (LATEST EDITION) AS PUBLISHED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, INC. WINDOW NOTE: ALL NEW WINDOWS MUST MEET A MINIMUM 'U'-VALUE OF 0.4 OR LESS AND A'SHGC' OF 0.25 OR LESS. (UTILIZING THE PRESCRIPTIVE METHOD FOR EXISTING STRUCTURES) 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 SHINGLE / UNDERLAYMENT NOTE: ASPHALT SHINGLES ARE IN ACCORDANCE WITH TABLE R9052.6.1, FBC 7TH EDITION (2020) - RESIDENTIAL SHINGLE UNDERLAYMENT SHALL COMPLY WITH SECTION 905.1.1, FBC 7TH EDITION (2020) - RESIDENTIAL GENERAL FINISH NOTES: APPLICATION OF STUCCO (EXTERIOR PLASTER) MUST BE IN ACCORDANCE WITH FBC R703.7, ASTM C926 AND C1063 ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL. (REFER TO SHEET SN1 FOR THE ENGINEERED METHOD FOR LATH ATTACHMENT) sg0gV, VIRTUAL Vimla► �,� (mle d plans for ccn ip' &11cc ,,Its ; Yc �� f )\2300 Edition by Debra CO 7 �. tz o \yj 00 r, 0 w O z a Q� > o E C % M Ou . M rN. N U co V i C EL r rMi O _� g a t uci- .N w a� N o EMN C 70 m 0 K a,a a V Q w W P w (6W O Q� X_� 0 3: w LLU 0 0,-I0 0 00 H C�10 Z � 1)wwgz0w00mzz Ww(L8wwwwinwwa0 1aapWQNzwZ0w(.)0 � °d LL Ow �w0 Q F LL 1 0 04 Z O F-- 55 > U) O F- M O Q(1)M� J LL QWQLo �a cM 00 < >- a— Z U lz w W Jc:) O 1 i � N N N �y N 0 N O 0 N c) C) C) 0_0 O `O r- O N O ' Z O L0 co w W o 0 0 0 o > cV ri st ui i CO ♦♦ ^r VJ } zl-- C)0W _ aZ w 0 W o U �z5 -0 -0 F, O OHO Q Z a -a N 3: M�w N O �Or . . N W Q O V Q0 ZWo a Z �. a.z Z p U � _o W z A5 z w w J O "C'_ LAST PLOT DATE . . April 7, 2022 KO EXTERIOR ELEVATIONS A ELEC METER __J FIRST FLOOR ELECTRICAL PLAN (ELEVATION A 1 /4„ = 1'-0" ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST T FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 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. METER MAIN 0 200 amp 150 amp Disconnect POWER CO. FEED 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 SEP 0 8 2022 %rIATUAL St oved r for CCn ip!;a t✓C�. it lilt (' It t1 -dition by Deb• �: +ubr PX2300 ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH io SWITCH ° 4 1/2" DOORJAMB DUPLEX OUTLET in TRIM o 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL OZ v SMOKE DETECTOR 1'-0" MIN. 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 HORIZONTAL AT 12" - TOP PLUG IS HOT 110V QUAD OUTLET AT 12" I$-- WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET - VERIFY W/MANUF. SPECS ® FOR LOCATION & TYPE .1 TELEPHONE OUTLET AT 12" OR AS NOTED TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE STRUCTURED WIRE OUTLET �- SWITCH AT 36" 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER DIMMER SWITCH AT 36" ->fl PUSH-BUTTON DOORBELL �- CLG MNT LT FIXTURE - CLG MNT PREWIRE - FIXTURE BY OWNER -{�- SURFACE MNT FIXTURE -- WALL MNT FIXTURE NOTE: 40W A 6" ROUND OPALEX - ALTERNATE TUB/SHOWER CANS MAY BE 4 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY 6 50W MR16 4" LOW VOLTAGE OWNER 50W PAR20 NFL 4" MINI ROUND RECESS �0 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL - } CLG FAN PREWIRE AND SWITCH Cs SMOKE COMBINATION ARBON MONOIXED DETECTOR/ SMOKE DETECTOR �U-18a 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 9F24:R 24" VANITY LIGHTING 9FF36:;;R 36" VANITY LIGHTING 4848" VANITY LIGHTING EXHAUST FAN/LIGHT Q EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND CCTT 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR ® CEILING MNT SPEAKER M CHIMES (DELETE W/ INTERCOM) 12Kr MASTER STATION 10 ELEC PANEL ® VACUM OUTLET AT 12" CEILING RETURN AIR E3 A/C REGISTER ® THERMOSTAT M SECURITY PAD 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. V) LO r' E o > W 'O M � m to cn II''' V Q -0 CO d C, — 2 M O 2 .� o U •no .c C 2 U w !` W L 0 M a _0 a _jw �W wP w WMp l X8Q U)<o-��LLzQ )2JaUO2-0 a I- H axz� 000 �LU9WFnZ) — �zw wz L WW WOZq¢v5wOwQwQW zz�pa WQpw 9 P 9w0QQ QO 0Q9Q LL o LL O N Z OH > (n O 0 cM O Q w M LL d' Q W Q 0 M ao Q U z F_ W W J O O J I i � I O 000 O O �o N N N N N N O `o O N ao o r N I I Z O L O O N O M O v O ui I I I I My r- ' Cr w �~ Z W Z C)WQw }� ZZz O WOO U —0 OLO pw> < Z a_a F— W Q = iV F-~W N w O Zo= a. � z O <C Z O aZLL Q �z F- pU CL _0 W Z A 6 z W W J C) LAST PLOT DATE O • April 7, 2022 z4-0 O J 1 ST FLOOR ELECTRICAL PLAN A SECOND FLOOR ELECTRICAL PLAN (ELEVATION A AND B' 1 /4" = 1'-0" ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST T FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 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. SEP � � 2022 a�ifed 7th rugs h for comb Debra Edition Y ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH io SWITCH ° 4 1/2" DOORJAMB DUPLEX 19 OUTLET 'c%) TRIM o 0 BASE Jp NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL oz S �' SMOKE DETECTOR MIN. 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 HORIZONTAL AT 12" - TOP PLUG IS HOT 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET -VERIFY W/MANUF. SPECS ® FOR LOCATION & TYPE TELEPHONE OUTLET AT 12" OR AS NOTED TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE STRUCTURED WIRE OUTLET -69- SWITCH AT 36" � 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER --0 DIMMER SWITCH AT 36" PUSH-BUTTON DOORBELL -- CLG MNT LT FIXTURE -}- CLG MNT PREWIRE - FIXTURE BY OWNER } SURFACE MNT FIXTURE -} WALL MNT FIXTURE NOTE: TUB/SHOWER ND OPALEX - ALTERNATE CANS MAY BE 4 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY 0 50W MR16 4" LOW VOLTAGE OWNER 80 50W PAR20 NFL 4" MINI ROUND RECESS �0 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL -F} CLG FAN PREWIRE AND SWITCH cs COMBINATION CARBON MONOIXED DETECTOR/ SMOKE DETECTOR S�J SMOKE DETECTOR -U-18m UNDER CABINET 18" cS-18m 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"CLG MNT WRAPPED FLUOR LIGHT 1 48 48"CLG MNT WRAPPED FLUOR LIGHT F_m 24 -_;9 24" VANITY LIGHTING 999-m 36 ;;FR 36" VANITY LIGHTING 48 48" VANITY LIGHTING EXHAUST FAN/LIGHT (, EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND 15OW PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR ® CEILING MNT SPEAKER IM CHIMES (DELETE W/ INTERCOM) = MASTER STATION ELEC PANEL ® VACUM OUTLET AT 12" 14 CEILING RETURN AIR IS A/C REGISTER ® THERMOSTAT 011 SECURITY PAD ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. W L > `O `? U cMN di N -0- OF W m E co } � o �tuag�< �N W w Q� Oo EM rn L W w w P w J w m' 0 LLLLJ jgQQQ0��U00�0(.5 oz°oi~a oOw00mzz �z wd-WW v ZCL w �o_WwQ?wz m �O IL LL oW �wa o =O o�Qw Q 0¢ O N Z O� (n O 0 M O <wMp- LL ti QLuQU? co ZUF�- w W _jo O co � I i �— N Cl Cl 0 N 0 0 N Cl N Cl N N N O .- o0 0 N I I ' Z O Lo w o 0 0 0 o � c M u^�) w ¢z C) W z� 0 V WOO UVFn Lo O O�Q Q Z a -a F- W Q N � �,W N ?_� ..N 0zwo �— Z U W� �zLL . � H QZ 0V 0CL J W z Of Z w w4zt 0 LAST PLOT DATE • April 7, 2022 z O 2ND FLOOR ELECTRICAL PLAN NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION 'LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1 524MM) 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 1012). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 IMM) 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 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 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. SPECIFICATIONS 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 TR11-14. 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 EDIT!ON RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2X4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2X6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2.1.8. TILE ROOF TOPCHORD: 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOPCHORD: 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. GARAGELOADS: 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. ROOFTRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE): 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W1 LIMITED STORAGE): 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 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 L/240 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: 1 112" GROUT FILLED MASONRY: 3/4" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-1 85 / 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+P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ks! C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-1-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8' MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10"AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS): 3 1/2"MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W1 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 11 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 SHEARWALLS SHALL BEAPA 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 ANSIrl-PI 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 ASTMI C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 718"OVER METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. 3RD LAYER 1/8"THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDEDXBOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO"J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E 2,000,000 PSI Fb 2,950 PSI Ft 1,850 PSI Fc 500 PSI (PERPENDICULAR) Fc 2,700 (PARALLEL) Fv 285 PSI 4.7. STEEL: 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. 4.8. SOIL: 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 1557-02EO1 -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. Inigation/s grinkler systems including all risers and spray hea s 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 coveflng 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 tra S, etc., shall be made with rmanent metal or plastic forms. Permanent forms must Ee of a size and depth that rill 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 dilutign. If rain 11 occurs before vapor retarder placement, retreatment is requirV 9. F'C-R:31m'61 a �eij IC e7oncrete oyerpoT and mortar along the foundation perimeter )I must r re exterior soi treatment. 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 buildin department b a licensed pest control company before a certificate of occupancy will%: issued. Tge 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. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- I.C., (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0. 18 ENCLOSED BLDG) BUILDING CATEGORY = 11 DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORSTCASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-0" 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. TYPE: 5B GARAGE DOORS (V = 140 MPH) 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. Kin-rc:. 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 ly8,, 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 3/8". 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. SEP 0 B zozz VIRTUAL 0 oved V 7th for ccn,Wc" �,12300 Edition by Debra i\ C) % L0 0 00 All, LU Al 0 LU z V) LO'Lo- E > or,, 0 a) -C -0 C! C0 !V, (y) C-4 U 7C) Sm" E -C 0 U a < 0 0 U < U LU CL- C ol 00 E 0 C) -0 a �0_ W W W LLF c6 W 0 F- W W WMF-0 W i­- X z 02 < X :) 03:X LLOOOLL-jo < - -A < C3 X CO 0 U) C) a _j D 0 � z 1,2� LL - z M _j 0 �_ 0 W X W 9 Z 0 or 0 0 Co z 0 i 00 a 0 z wwo->WWW'55XX� �_ Z LL 5 0 (L Z y 0 0 W 0 (L :�<<CIW�169wza 0 (L F- 2 (<) ILL < Ow �w < ox D 0 M LL < 0 < LL C:) 0 04 z 0 W U) 0 r-- > U) p CD C:) M 5 CV) r,-- LO U) _j - Ict U) U_ r*__ z Uj LO of C6 (L T- oo >_ z 0 F_ z W W _j 0 0 (0 C) Q C) (D C) 0 a 0 LO U) ly Uj C, C1 C� > C� CO<Z Uj C) W Z (j) zz CF) 0 1300 W (.)OU) I.- :)z5; LO 0 01.1.1- 0I.-C z W=< (L It a- LU 0 W � ca�w F_ 2 r4.4 F- 1.- 0:)o zot W < 04 0 za�o z U W LU U_ Z z 32 z LD < 0 < _j 0 0 CL 100 z SNO z z W > T_ LAST PLOT DATE z J STRUCTURAL DETAILS THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAxl-11,22" LONG (314"-1" CROWN) STAPLES (& 6" O.C. VERT BETWEEN STUDS (NOTED THUS:-) - OFFSET S7APLES BE7WEEN STUDS AS SHOWN IhALL SHEATHING 16GAxl-V2" LONG (&41-l" CROWN'i STAPLES 4 6" 0 C. VEPT INTO STUDS (NOTED THUS,-) METAL LATH ATTACHMENT DETAIL REV. 09.24.221 SCALE: 3/4" T-C" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH' `ONLY APPLIES TO LENNAR TPAiJAX** LATHING ACCESSORIES: ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. WOOD APPLICATION: 16 GA. x 1-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERTICALLY/HORIZONTALLY INTO FRAMING MEMBERS. MASONRY APPLICATION: CONCRETE STUB NAIL, 3/8" (10 MM) HEAD DIA. MIN. @ 6" O.C. VERTICALLY/HORIZONTALLY OR COMPATIBLE ADHESIVES, EXTERIOR GUN -GRADE, CONSTRUCTION ADHESIVE WITH 1" DABS @ 6" O.C. OR IN A SEMI -CONTINUOUS BEAD BETWEEN THE SOLID PLASTER BASE AND THE SOLID PORTION OF THE KEY ATTACHMENT FLANGE. CONTROL JOINTS: INSTALL CONTROL JOINT LATHING ACCESSORIES IN CONFORMANCE WITH C1063. LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS, BUT SHALL BE STOPPED AND TIED AT EACH SIDE. ALL ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST ASTM C1 063 & ASTM C1861. CORNER OF HOME GARAGE SIDE 109-011 TANK -LESS W/H STUB -OUT FOR -1 GAS METER 0 9 H C G 000 C) 11-001 2 0 -1 9 _J LO t--, 0, 0 .;r 0 8 • 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. 10-41 (2) l6d 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--l" (2) 16d TOENAILS 2 X T @ 24- O.C. 8!-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 2) 16d TOENAILS 2- X 10" @ 24- O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24- O.C. I 16411 I (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 . . . . . . . . . . . . N . . . . . . . . . . . . . . + + 44 . . . . . . . . . . . 9 . . . . . . . . . . . . + + . . . . . . . . . . . &D I . . . . . . . . . . . . . ... . . + 41 . . . . . . . . . . . . . . . . . . . . . . . . + + + + + + 4 + 1-01, (TYP.) (Typ` + + 4'-0" + 4'-0" + +1 + + + 4 + + + ­ + + + 4- + W + 4 + + + ­ + +- + 15/3211 CDX i In < + -4 // + . . + + 4 . . + + PLYWOOD OR + + H 7/16" OSB I + + + + + + + + + . . . . + + + + + + + + + 4 + + + + f + + + + + + + . . . . . . . \+ + + 4 . . . . . + + . . . . . . . + + + + + + + + + 4, + 4- + + + + + + . . . . . . . . . . \-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 0.1 13x 2x 3/8"RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCIOJoist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels I 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" 6500sl. 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 2x lumber Double 2 x lumber - DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap FILL CELL----\ STD. 900 HOOK BOND BEAM U) lel . .... .. ........ ......... ............. ....... .. . ... .. ... ........ ...... STD 90* ... .. CONT. #5 > CONT. #5 HOOK BAR .... BAR . . F 77 77- #5 CONT. ........... ...... ............ ............. ........ ........ FROM FOUNDATION ... TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW tposts FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. Small gap 2" min. 2" " max. 4 max. Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. tiffener 4) Place joists together and nail from each side with 2 rows of 1 Od nails 2x4/Plywood/OSB web s 2" min. 2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or 4" x. 16" .6-16 - Hangers with side nailing. OF -THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". - Hangers with sides not containing top flange of joist. WEB STIFFENER DOUBLE JOIST CONNECTION -Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher thnn 1 r%nnih SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1 900 pif max along load bearing wall. Load bearing wall must stack L' *Non -stacking walls over squash=20 blocks and 0 require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box k areas=20 of high or--20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking liqP'A"(117)(11 nnikwWnr. kT,-' Provide adequate bearing for each lapped joist. Od nails SECTION @ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT KNOCKOUTS) ALLOWED MINIMUM SPACING = 2x GREATEST DIMENSION OF LARGEST HOLE IN BEARING ZONES D NOCKOUT EXEMPTS) (see table below) D V (see table below) DO NOT cut, notch or drill flanges BLOCKING PANEL, INTERIOR Vertical load transfer =1900 pff 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 1 Odx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1)/2" THE WEB. PROVIDE AT ROUND IN 61# " ROUND HOLE MAY 6" 6" DO NOT CUT HOLES LEAST 3" OF CLEARANCE 7= CANTILEVERS. FROM OTHER HOLES EATER THAN ly2" MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GR Round Hole Diarnetet (in) 2 13 4 5 6 7 8 8.875 10 11 12 13 Rectangular Hole Sid* (in) 2 3 5 6 8 9 10 Any 16" joist Span (ft) 8 V-0" ll�-V* V-2" V-2" 1*-,3" V-3" V-7" V-11" 2'4" 2'-9" X-2" T-T' 12 V-0" V-1 l-2" V-2" V-3" 1'-9" 2'-4" T-1 1" T-T' 4'-2" 4'-9" 5'4" 16 V-0 1%1" 1%2"1 V-2", V-7". 2'-5" 13%2". T-10", 4'-9" . 5' - 11 1 .1 6-4 '-2 20 l'-O. V-11" l'-2" V-2- 2;-0- 1 T-O" 14'-0" 14'-10" 1 5--1 1 16'- 11 T-1 1 81-11 24 l'-O" 1%1" 1%2" V-3' 2 -5" 13-7" 14'-9" 1 5'-'l 0" 1 T-2 Y-911 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. 2"ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 7. 1Y 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y2" 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. Web Stiffener Fastener Scholule Joist aring Location Series Depth I End Intermediate BC15000s 0 9-1/211 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000se BC16500se 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 1 2-8d 6-8d BCI 60s8 11-7/8"1 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 90so 11 -7/8" 3-16d 3-16d 14" 5-16d 5-16d d 6-16d Plumbing Joist F-When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12"wide min.) Nail with 10- 10d nails. i �-�Install tight to_top flange. Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. V1/4"-2"gap- Backer Block 'Top Mount" "Face Mounr Backer block shall be fight Backer block shall be fight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements depth .6 X Joist : 10 10 I -JOISTS BUCKETS N.T.S. SIMPS( w/ (22) NAILS 1 5/8"0 THRU BOLT SIMPS( w/ (22) NAILS 1 RTRUSS 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 HETAL20 INSTALLATION A/C CHASE 4"PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM-/ -4:, SEE PLAN FOR FOUNDATION INFO STEM FOUNDATION GRADE REINF. SEE PLAN - *4 Ar Ili .1 LL t.Vt1L1MM1_)r_* rvL1 SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SEP 0 C t _;J 'Ink :-n , ved 7th ?U�zo F121, Ice p)(2300 (,Jahr 1tv I - jc�� t,v Deb,1�3`- SIMPSON HETA20 HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A (WHEN 1 1 REQUIRED) w/ (18) 1 Od x 1 1/2" NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS HTS INSTALLATION PLUMBING LINE TOP (2) #5's x 4' 0" CENTERED PVC OR SCH40 SLEEVE PENETRATION ..4 , A .4 A A.* F_ SEE FND. PLN. SIZE & REINF. Je e. 12" BELOW PIPE VERTICAL THRU FND. GRADE PVC OR SCH40 SLEEVE TOP (2) #5's x 4' 0" CENTERED Cc PENETRATION PLUMBING LINE P PI�E Ir- ------------- ---------- 4' A 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 FF 1.4 A'. 4 !Tw \. .11 . . . . 4 j 1 r A r k4. rill SEE FND. PLN. SIZE & REINF. C14 C14 C) C14 U') 00 U) `.iOl ;z LLJ 0 AR W z V) Q) L 0 "o- E 0 K 0 Cc 0 C! U 0 M 1,*r 0 M C-4 - 4- .N. C4 o- 00 C: E W Z) 0- I= -6 a: 8 < N < U 0 6 U U.J C):;� 00 N C E 0 C_; .9 iz, C3 �-o (�D 'a l­ CL W W 0 W 0 Ld C6 W 0 W P W _J w2l.-O Lu I-- < xm;� ir z W 2 < 0 0 0 W z 0 W 0 =0, _J �: M C<O U. <0T<-0o:LL0z200I`_ D 0 z U_ a go 2 0 U0 z 0 a 0 0 0 z 0 C-8 "Will ZOW05ctr Z=) W x U) 1L>1')WLuPzLL0<0 ioa.oz�eaz < < W Wz ujc)o _J �! 0- 0. LIL W 8 2 U=) 2 W 0 of 5 FS y 9 < < U_ < 0 U_ 0 0 (N Z W 0 F5 :5 > U) (.0 0 cy) < cf) LO a - U) _J . LL It U) U, z cy) T_ oo z 0 z W LJJ _J 0 C:) (0 11, Cl N CN (N Cq Co lr� ! CN Q C14 C%J C) C) Q co C3 C> 3 1 1 0 LoW Cn LU 0 C) 00 U) Z Z W LIJ 965 0 ozz .. 00 Z3 0 Uj -0 =)Z5 U") -0 0 Dwo or< z W - rL W CL W3:2 < WI-- W CO Q9 1.- 2 0--,0 z ?; a: LLJ CL >_ ± U) <I-:) 0 2§2 z0fo < z 0 W W U_ Z z z U) < F- _J z SN1 z z W ujql _J r- C) LAST PLOT DATE S TRUCTURAL DETAILS (2) LAYER TYPE 1 (#15) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE 11 (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24- O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHED.) W/ FY �P) VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER /-SHINGLE ROOF 7/16" 0 S B. MIN. SEE ROOF NAILIN6 'SCHEDULE ON SHT. SN1 ELEV. VARIES/Ali-'\ INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8"OR 1/2" HIGH LUMINUM FASCIA STRENGTH CEILING 12" N.O. 2x SUB FASCIA BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE EE SOFFIT W/A HABITABLE ROOM ZZI SHEET ABOVE) W/DRYWALL 8"x8"X16" KNOCK -OUT SCREWS @ 7" O.C. BLOCK W/ 1#5 CONT. CEILING & 8" O.C. WALLS FILLED SOLID W/GROUT INSULATION ER CHART ON F R 8" C.M.U. TYPICAL PLAN 1x2 P.T. HO I NTAL TYPE"S"MORTAR NAILER STD. 90-HOOK (SEE DETAIL) ARCHITECTURAL --------FINISH 1 x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD--'-'--'- - (1) #5 VERT. IN FILL CELLS U.N.O. (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 3 1/4" BASEBOARD MIN. 2500 PSI CONC. SLAB w CL MIN PSI MAY VARY PER MUNICIPALITY. 04 4"x4" INSPECTION PORT AT CONCRETE SLAB W/ 6X6 EACH FILLED CELL TYPICAL W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE 00 z 0? 6 MIL VAPOR ;2� BARRIER ­2 4 COMP. SOIL. (COMPACTED TO 95% NOTE: EXTEND DECO FINISH MODIFIED PROCTOR ASTM D1557)--J 4"to 6" BELOW GRADE (2) #5 REBAR CONT 3" MIN. CLR. ON 3- CHAIRS TW V-4" (11 STORY) STD. 90 HOOK U.N.O. 4- V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" 1\�'Ll OPT: DEPRESS SLAB 5 Y2" DEEP AND 6- BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS-\ ;t -A- -Ir J A . . . . . . - I I -TT-. I I E= :d.. :4" 60 I r SEE A/S3 OR J/S6 FOR REINF. INFO. CLEARANCE 1:� V-8- (11 STORY W/ DEPRESSED SLAB OPT.) 8:: (1 STORI 1 (2 STOR GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR S C A L E: N. T. S. \,"S 3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @ 16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE--\ (2) #5 CONT. ON 3" CHAIRS (TYP.) A 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.1 1) 112" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 1/4" DIA. X 3 1/4" TAIRCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 4 AW M I= 1 8" 1 - 1`4"'_ ''L ""-_ TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLTINFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (110) 1 Od NAILS TYP. MONO OR STEMWALL- FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK C0 ELEV. Y-O" 4 A.F.F. u -4 4- z ELEV. 4-3 1/2" 4 4 4 T7�/A .4 4 r A'... 4 ''A A.F.F. 0 4 2X4 CON LL 4 -4 . I -- A A C14 A'. 4 GARAGE DEPTH VARIES A 4 4 .GARAGE SLAB AT STEP rB SCALE: 3/4"=V-0" � S3 5/8"OR 1/2" HIGH STRENGTH '--TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X"@ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) `SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS "x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 1/2"CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0- (R302.1 1) INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD 5/8"' x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10) 10d NAILS 2-0/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" x P.T. BOTTOM PLATE @ 24" O.C.) 211 x 6 W1.4 x W1.4 WWF OR FIBERMESH 31/2" MIN. "Lu= 1�_l 'IL 1/2 Imin. '(mi y 4- 00 11 1/2"(min.) 4"., L -1L1L=W (2) #5 CONT. 4" U.N.O. MIN. TYPICAL BEARING WALL 0 STEP 0 SHEARWALL "SHEAR WALL" SCAI-E: 3/4"=V-0" N� 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR Y8"GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. G S Y B RE T B N Y L G P E E T RO X' S.P.F. DOUBLE 0 4@M/, TOP PLATE SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12) 10d NAILS U.N.O. 5/8"o x 10" "J" BOLT @ 24" O.C. w/ ,,-2x BLOCKING HORIZONTALLY@ INTERVALS 2"*x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0- (R302.1 1) (ALT: 1/2"xl2"TITEN HD @ 24" O.C. OR 5/8"x10'WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN @ 24' O.C.) "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (110) 1 Od NAILS IF NOTED, THIS REFERS TO THE R (T 2 Y ANCHOR N ONLY To THE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT Z,2x P.T. BOTTOM PLATE ATTACHMENTS 2" 6 x 6 W1.4 x W1.4 c3 1/2- MIN. WWF OR FIBERMESH ff"' -,v... J L 1 2"(min.)- 4" oo 4".: 3 1 2"(mil �n_" 157 (2) #5 CONT. 4" 8. U.N.O. MIN. TYPICAL BEARING WALL @ STEP rc C SCALE: 3/4"=V-0" ��3� 00 11 1/2"(min.) 4"., L -1L1L=W (2) #5 CONT. 4" U.N.O. MIN. TYPICAL BEARING WALL 0 STEP 0 SHEARWALL "SHEAR WALL" SCAI-E: 3/4"=V-0" N� 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR Y8"GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. G S Y B RE T B N Y L G P E E T RO X' S.P.F. DOUBLE 0 4@M/, TOP PLATE SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12) 10d NAILS U.N.O. 5/8"o x 10" "J" BOLT @ 24" O.C. w/ ,,-2x BLOCKING HORIZONTALLY@ INTERVALS 2"*x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0- (R302.1 1) (ALT: 1/2"xl2"TITEN HD @ 24" O.C. OR 5/8"x10'WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN @ 24' O.C.) "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (110) 1 Od NAILS IF NOTED, THIS REFERS TO THE R (T 2 Y ANCHOR N ONLY To THE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT Z,2x P.T. BOTTOM PLATE ATTACHMENTS 2" 6 x 6 W1.4 x W1.4 c3 1/2- MIN. WWF OR FIBERMESH ff"' -,v... J L 1 2"(min.)- 4" oo 4".: 3 1 2"(mil �n_" 157 (2) #5 CONT. 4" 8. U.N.O. MIN. TYPICAL BEARING WALL @ STEP rc C SCALE: 3/4"=V-0" ��3� 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4- O/C gr 2x S.P.F. S S @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C ,�2x INSULATION PER FBC AND ENERGY 8" C.M.U. FORM SUBMITTED WITH PERMIT j 1 "x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 'IT cli LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"x6'"J"BOLTS BOLT 5/8"' x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 W/ (10) 10d NAILS @ EA. STUD (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] #5 REINFORCING SPACED EVENLY FIBERMESH 2x P.T. PLATE -1 WEEP SCREED INSTALLED BAR '��#3 ASSUMED FINISHED C! PER MFR INSTRUCTIONS E OR #4 REINFORCING BAR f . . . . . Ll 1�=,I I 1=1 I - FINISH GRADE �O �GRADE GRADE 40 MIN. Fy= 4�0ksi #3 & #4 LAP SPLICE F 60ksj] I [GRADE 60 MIN. Fy= 25"MIN. LAP PO' MIN. LAP] ;w.r- t - t>. 9p 00 OP MUCK' X X - Rk 7�2� A t> 6 MIL VAPOR BARRIEff M-77= R 17/8- I-IM im CN -I I EI I - #5 REINFORCING BAR z #5 LAP SPLICE I I r7l 36" MIN. LAP [36" MIN. LAPI UUW. OUIL. (UUWAL, I tU I U g � I 1=1 I 95% MODIFIED PROCTOR ASTM D 1557) ­T� . H � - ME, -, j I E _r__ 1 411 .4" FRAME WALL TO C.M.U. WAL L C ONNECTI ON TYPICAL EXTERIOR FRAME WALL FOOTING (Zf=1= TVP Whi I QF=rT1r)N POP AM)ITIOW1 SCALE: 3/4"=V-0" SEE TYP WAI I _-,F=r-T1r)K1 r:r)p AnniTir)MAI SCALE: 3/4"=V-0" SLAB INFORMATION. 6 x 6 W1.4 x W1.4 3 1/2" WWF OR FIBERMESH min.) 4"­�, z A. GRADE 00 r=- E I I I EW 7=1�. LIE �;t L F, I I F=-, I I "_ 51, -if .:FIMFI IMF, 10F, (1) #5 REBAR w/ OPT. .It F f I=r.1 I :NCLOSURE MIN. TYPICAL THICKENED SLAB EDGE LL SCALE: 3/4"=V-0" � S3 BLOCK WALL BEYOND EXPANSION JOINT I 13" TO.H.D. RECESS cli 4 V) "tr 0 4" zi Ir SEE A/S3 OR J/S6 FOR REINF. INFO. T' MIN. CLEARANCE 114"(11 STORY) V-8" (2 STqRY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SLAB INFORMATION. 1/2" GYP. BD. P.T. 2x HOLD GYP. BD. 1/2" FROM SLAB 0101, CONT. BEAD SEALM INTERIOR 4. -4- 'ONCRETE NAILS W 11/2 �MBEDMENT @ 12" O.C. ;TAGGERED, FROM BOTTOM 'LATE TO CONCRETE MIN. SHEAR 180# MIN. 'ENSION 120#) CONCRETE SLAB-_, OP CO 6 MIL VAPOR BARRIER 2X STUDS @ 24- O.C. U.N.O. GARAGE 1/2"GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. --INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT x 6 W1.4 x W1.4 WWF OR FIBERMESH 14" 14" 1 INTERIOR WALL SLAB STEP NON-BRG . rK SCALE: 3/4"=V-0" � S3 1 60 see NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 1 Od NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM END OF 2" x PLATE CL w :5 1 1Rq1D w co 7�:_ �ffl I I I Irl N1=4 _#B_U�F PLIUL REBAR DETAILS rF SCALE: N.T.S. � �3 FRAME -DOWN FALSE BEAM w/ (3) EE PLAN 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN AT 24" O.C. MAX. FORTRUSS SEE PLAN FOR /-6 CONNECTION INFO TOP OF BEAM NV & LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 4 P.T. PLATE 7/16" O.S.B. COLUMN LOCATION 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16"O.S.B. SHEATHING z ATTACHED PER NAILING 0 �LJ SCHEDULE Cr > SEE PLAN FOR STRUCTURAL _j ui COLUMN SIZE AND BASE w w CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3"TAPCONS AT 8" COLUMN TO PORCH SILL O.C. A17ACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS L SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER n, r%., r1ki rl rl _j_ COMMUNITY SPECS SCALE: 3/4"=V-0" SEP 0 8 2 VlnrL)AL R, 'T v Ass;si tic. Gr" -;'' ` d api-roved for coryjp� ?- �iance vith aiL-,�0"Ir I..,) F.r)(-. 7th Edition by Debra t'\'I'ahr PX2300 x K NG HORIZONTALLY@ INTERVALS NOT EXCEEDING 10-4- (R302.1 1) -1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 9 A I I Min =�, IV (2) #5 CONT.--T ON 3"CHAIRS (TYP.) TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=V-0" ���3 1 1/2" RECESS FOR x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH A F 4 4 C-4 4 A 00 4s E Tp� - A 7 T SEE A/S3/J/S6 8" FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS (cD G.D. SCALE: 3/4"=V-0" �3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL _71 EXTEND FILL CELLS TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFO Cl) 00 1 711 r=_11 11 a A. 4!D Z m D r w uj 0 LAj Lu 0 0 LLI U) x z 0 0 01 LL 0 4 CO uj TING --J "_FOO 0 EW IIL 1112±11., BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL �N SCALE: N.T.S. S3 N N C) LO OD u) AROOI� < z Q k; w M 0 0 w z (D LO "n' E a) ',Do C-1 ou 0 M M CN 4- In =) 0 Ln u C: E :) 0 2 C, 75 M: 8 R < U (D < 0 U LL1 c') .0) co C! C C) 0 7C) C) p`1 (D 0 L'i (6 w C) w UJ �_ LLJ _j w 2 �_ 0 W6< W<2:� W<gyzw z re 0 LLJ w 0 U. () 0 0 _j 0 0 u- _j < < 2 :<:)00NzQ,�LL_0z20 JO .< F- 0u)w ozow,920MzST2 0 0 C0wEwu_)ww�_(/)u_1x<0 _j 0 Z -06_��'z�gzzzowuo(L i < < 0 w w < F- F- (1) LL 0 w �we 26 g2 <0 g < LL LL < 0 C:) 0 04 Z LLJ 0 > (1) (p CD C:) cy) 5 < U) (y) I'-- _j Lf) w LL It I,*- < w <11f LO F- (t CL cyj [)� (L � qr-- < >_ < 00 z 0 F- z LLJ _j 0 (0 co C, C-) z 0 of Lo 0 C� 0 C:) Lu > Cr 00 u) Z F- < Z C) 4-a w 4_j Z U) W zz 000 0 w - 00u) -0 F- =)z5; ow- 0 0 ow r < z ILRO- ko W�:M W C1114 0 O�i cIf ZOM w 0 zwu Q w w Z U- z z X2 F- 0 0 CL w z z z w _j fl- W CD LAST PLOT DATE > Z'0 STRUCTURAL � -J DETAILS - MONO 4 P.T. PLATE 7/16" O.S.B. COLUMN LOCATION 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16"O.S.B. SHEATHING z ATTACHED PER NAILING 0 �LJ SCHEDULE Cr > SEE PLAN FOR STRUCTURAL _j ui COLUMN SIZE AND BASE w w CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3"TAPCONS AT 8" COLUMN TO PORCH SILL O.C. A17ACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS L SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER n, r%., r1ki rl rl _j_ COMMUNITY SPECS SCALE: 3/4"=V-0" SEP 0 8 2 VlnrL)AL R, 'T v Ass;si tic. Gr" -;'' ` d api-roved for coryjp� ?- �iance vith aiL-,�0"Ir I..,) F.r)(-. 7th Edition by Debra t'\'I'ahr PX2300 x K NG HORIZONTALLY@ INTERVALS NOT EXCEEDING 10-4- (R302.1 1) -1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 9 A I I Min =�, IV (2) #5 CONT.--T ON 3"CHAIRS (TYP.) TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=V-0" ���3 1 1/2" RECESS FOR x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH A F 4 4 C-4 4 A 00 4s E Tp� - A 7 T SEE A/S3/J/S6 8" FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS (cD G.D. SCALE: 3/4"=V-0" �3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL _71 EXTEND FILL CELLS TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFO Cl) 00 1 711 r=_11 11 a A. 4!D Z m D r w uj 0 LAj Lu 0 0 LLI U) x z 0 0 01 LL 0 4 CO uj TING --J "_FOO 0 EW IIL 1112±11., BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL �N SCALE: N.T.S. S3 N N C) LO OD u) AROOI� < z Q k; w M 0 0 w z (D LO "n' E a) ',Do C-1 ou 0 M M CN 4- In =) 0 Ln u C: E :) 0 2 C, 75 M: 8 R < U (D < 0 U LL1 c') .0) co C! C C) 0 7C) C) p`1 (D 0 L'i (6 w C) w UJ �_ LLJ _j w 2 �_ 0 W6< W<2:� W<gyzw z re 0 LLJ w 0 U. () 0 0 _j 0 0 u- _j < < 2 :<:)00NzQ,�LL_0z20 JO .< F- 0u)w ozow,920MzST2 0 0 C0wEwu_)ww�_(/)u_1x<0 _j 0 Z -06_��'z�gzzzowuo(L i < < 0 w w < F- F- (1) LL 0 w �we 26 g2 <0 g < LL LL < 0 C:) 0 04 Z LLJ 0 > (1) (p CD C:) cy) 5 < U) (y) I'-- _j Lf) w LL It I,*- < w <11f LO F- (t CL cyj [)� (L � qr-- < >_ < 00 z 0 F- z LLJ _j 0 (0 co C, C-) z 0 of Lo 0 C� 0 C:) Lu > Cr 00 u) Z F- < Z C) 4-a w 4_j Z U) W zz 000 0 w - 00u) -0 F- =)z5; ow- 0 0 ow r < z ILRO- ko W�:M W C1114 0 O�i cIf ZOM w 0 zwu Q w w Z U- z z X2 F- 0 0 CL w z z z w _j fl- W CD LAST PLOT DATE > Z'0 STRUCTURAL � -J DETAILS - MONO _j ui COLUMN SIZE AND BASE w w CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3"TAPCONS AT 8" COLUMN TO PORCH SILL O.C. A17ACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS L SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER n, r%., r1ki rl rl _j_ COMMUNITY SPECS SCALE: 3/4"=V-0" SEP 0 8 2 VlnrL)AL R, 'T v Ass;si tic. Gr" -;'' ` d api-roved for coryjp� ?- �iance vith aiL-,�0"Ir I..,) F.r)(-. 7th Edition by Debra t'\'I'ahr PX2300 x K NG HORIZONTALLY@ INTERVALS NOT EXCEEDING 10-4- (R302.1 1) -1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 9 A I I Min =�, IV (2) #5 CONT.--T ON 3"CHAIRS (TYP.) TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=V-0" ���3 1 1/2" RECESS FOR x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH A F 4 4 C-4 4 A 00 4s E Tp� - A 7 T SEE A/S3/J/S6 8" FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS (cD G.D. SCALE: 3/4"=V-0" �3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL _71 EXTEND FILL CELLS TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFO Cl) 00 1 711 r=_11 11 a A. 4!D Z m D r w uj 0 LAj Lu 0 0 LLI U) x z 0 0 01 LL 0 4 CO uj TING --J "_FOO 0 EW IIL 1112±11., BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL �N SCALE: N.T.S. S3 N N C) LO OD u) AROOI� < z Q k; w M 0 0 w z (D LO "n' E a) ',Do C-1 ou 0 M M CN 4- In =) 0 Ln u C: E :) 0 2 C, 75 M: 8 R < U (D < 0 U LL1 c') .0) co C! C C) 0 7C) C) p`1 (D 0 L'i (6 w C) w UJ �_ LLJ _j w 2 �_ 0 W6< W<2:� W<gyzw z re 0 LLJ w 0 U. () 0 0 _j 0 0 u- _j < < 2 :<:)00NzQ,�LL_0z20 JO .< F- 0u)w ozow,920MzST2 0 0 C0wEwu_)ww�_(/)u_1x<0 _j 0 Z -06_��'z�gzzzowuo(L i < < 0 w w < F- F- (1) LL 0 w �we 26 g2 <0 g < LL LL < 0 C:) 0 04 Z LLJ 0 > (1) (p CD C:) cy) 5 < U) (y) I'-- _j Lf) w LL It I,*- < w <11f LO F- (t CL cyj [)� (L � qr-- < >_ < 00 z 0 F- z LLJ _j 0 (0 co C, C-) z 0 of Lo 0 C� 0 C:) Lu > Cr 00 u) Z F- < Z C) 4-a w 4_j Z U) W zz 000 0 w - 00u) -0 F- =)z5; ow- 0 0 ow r < z ILRO- ko W�:M W C1114 0 O�i cIf ZOM w 0 zwu Q w w Z U- z z X2 F- 0 0 CL w z z z w _j fl- W CD LAST PLOT DATE > Z'0 STRUCTURAL � -J DETAILS - MONO SCALE: 3/4"=V-0" SEP 0 8 2 VlnrL)AL R, 'T v Ass;si tic. Gr" -;'' ` d api-roved for coryjp� ?- �iance vith aiL-,�0"Ir I..,) F.r)(-. 7th Edition by Debra t'\'I'ahr PX2300 x K NG HORIZONTALLY@ INTERVALS NOT EXCEEDING 10-4- (R302.1 1) -1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 9 A I I Min =�, IV (2) #5 CONT.--T ON 3"CHAIRS (TYP.) TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=V-0" ���3 1 1/2" RECESS FOR x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH A F 4 4 C-4 4 A 00 4s E Tp� - A 7 T SEE A/S3/J/S6 8" FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS (cD G.D. SCALE: 3/4"=V-0" �3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL _71 EXTEND FILL CELLS TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFO Cl) 00 1 711 r=_11 11 a A. 4!D Z m D r w uj 0 LAj Lu 0 0 LLI U) x z 0 0 01 LL 0 4 CO uj TING --J "_FOO 0 EW IIL 1112±11., BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL �N SCALE: N.T.S. S3 N N C) LO OD u) AROOI� < z Q k; w M 0 0 w z (D LO "n' E a) ',Do C-1 ou 0 M M CN 4- In =) 0 Ln u C: E :) 0 2 C, 75 M: 8 R < U (D < 0 U LL1 c') .0) co C! C C) 0 7C) C) p`1 (D 0 L'i (6 w C) w UJ �_ LLJ _j w 2 �_ 0 W6< W<2:� W<gyzw z re 0 LLJ w 0 U. () 0 0 _j 0 0 u- _j < < 2 :<:)00NzQ,�LL_0z20 JO .< F- 0u)w ozow,920MzST2 0 0 C0wEwu_)ww�_(/)u_1x<0 _j 0 Z -06_��'z�gzzzowuo(L i < < 0 w w < F- F- (1) LL 0 w �we 26 g2 <0 g < LL LL < 0 C:) 0 04 Z LLJ 0 > (1) (p CD C:) cy) 5 < U) (y) I'-- _j Lf) w LL It I,*- < w <11f LO F- (t CL cyj [)� (L � qr-- < >_ < 00 z 0 F- z LLJ _j 0 (0 co C, C-) z 0 of Lo 0 C� 0 C:) Lu > Cr 00 u) Z F- < Z C) 4-a w 4_j Z U) W zz 000 0 w - 00u) -0 F- =)z5; ow- 0 0 ow r < z ILRO- ko W�:M W C1114 0 O�i cIf ZOM w 0 zwu Q w w Z U- z z X2 F- 0 0 CL w z z z w _j fl- W CD LAST PLOT DATE > Z'0 STRUCTURAL � -J DETAILS - MONO (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 2x6 2x8 WALL BEYOND SEE PLAN FOR HEADER (2) 2x HEADER TO SIT CONNECTION FLUSH TO THE OUTSIDE _\ f- SEE PLAN FOR SIZE 2x DEAD WOOD @ MID POINT w/ (3) 12d TONEAILS SPACED EVENLY HEADER FLUSH TO OUTSIDE OPTION DOUBLE2xTOP PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1) 1 Od @ 8" VARIE5 O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL rT� SCALE: N.T.S. �4 P 12 SEE ELEV. SI M PSON SP2 W/ (12) 1 Od NAILS AT EACH STUD + + 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 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W1 8" EMBEDMENT 8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT.::Yy AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ S 90A TD. HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3) 10d TOENAILS T&B AS REQ'D -2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 10d NAIL§,J�� BLOCKING (TYP.) \--ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. DIMENSIONS SEE PLAN FOR FOOTING GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION- DIA.) SCREW OFF CAP (3 FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" 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 DRAIN WALL CLEAN -OUT SCALE: N.T.S. 1\14� REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW S4 KNOCK -OUT — BLOCK W/ (1 )#5 NOTCH LINTEL WHERE REQUIRED FOR CONCRETE PLACEMENT 7 mammm _411111152110 RI �1110111111111 n HIM= NEI MEN Milli liiim mm IINE Milli llll= MINIM Rp MEN Milli liiim NOTES: (DFILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4"x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. 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. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 112" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL - MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE \ _j 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 PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. s- -l"POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B TO BE 2"ABOVE FINISHED BLOCK WALL. RECESSED SPACE GARAGE FLOOR. FOR GARAGE DOOR AND WATER SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8,, 8" 7 5/8,, 8" INTERIOR WALL GL EXTERIOR WALL 1STCOURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSEBELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALLIS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRYLAYOUT SCALE: N.T.S. '\�.14� 2x CRIPPLES @ ---' 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) 1 Od x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 1 Od 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- 2 x 6 P. J-BOLT TRACK BRACKET FOP ARAGE OOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK SCALE: N.T.S. HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 11 - 4' (1) (2) (1) (2) (1)LSTA30 4' - 9' (2) (3) (2) 1 (2) (1) LSTA30 9'-16' (3) (4) (2) 1 (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED SEQ6�i�N�l /@ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl 0" OR GREATER HEADER (2) 2x HEADER SEE PLAN INTERIOR HEADER: \_(1) 2x SILL PLATE W1 (2) 12d TOENAILS BOX HEADER e EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS a OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE '--2x STUDS TYP. SIMPSON HTT4 TYP. U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. BEARING WALLS NOTED PLATE WITHOUT UPLIFT WALL HEADER DETAIL SCALE: N.T.S. 1,1121� SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C ZTYP(TYP) SEE ELEV. -) I UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W1 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) 1 Od NAILS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4- O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8) 10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT L IN KO BLOCK AT EA. STUD MAIN SPAN ROOFTRUSS MOISTURE BARRIER UPLIFT CONNECTOR 8"X8"Xl 6" 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 SIMPSON SIMPSON SP2 SP4 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/Sl AND BB/Sl FOR ADDITIONAL DETAILS SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 1 Od @ 3" O.C. (14 k��6CE r, AILS TOTAL) EA. SIDE OF PLICE STAGGERED 1 Od @ 8" O/C -. �- t ATTACH ALL _j __j EXTERIOR ST DS W/ Y�l 6d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC) AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL SCALE: N.T.S. 1\ �4 F= 2240 LBS SIMPSON SIMPSON SP4 SP2 I U P.T. ATE TRANSOM FRAMING SEE SECTION AA/Sl AND BB/Sl FOR ADDITIONAL DETAILS SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING RECESS LN EL SIMPSON spi SIMPSON SP4 RECESS SIMPSON� LINTEL SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON spi SIMPSON SP4 ERUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END 2x TOP PLATE 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" v O.C. MAX. P.A.F. NAILS OR 2x P.T. PLATE FPROVIDE EQUAL @ 12' O.C. 7-\ STAGGERED FROM BOT. SEE A/S3 FOR /I PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NOW BEARING WOOD FRAME WALL (j SCALE: N.T.S. SIMPSON SP4 �_2X TOP PLATE OVERLAPPING 1 Od NAILS @ 6" STAGGERED J-BOLTS @ 24' O.C. MAX -2X P.T. PLATE 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) (4565# SPF) (5645# SPF) (6970# SPF) IS (9335# SPF) N. 8" t & NUT OXIED A.T.R. ! & NUT DXIED A.T.R. I & NUT 2X8 P.T. BOTTOM P T 5/8"x10" "J" BOLT @ 24" 0 . C. MAX. C (MIN. (2) PER BOTTOM PLATE) C SIMPSON SP4 " ROOF TRUSS ABOVE 2X BLOCKING - (2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 74' O.C. -MASONRY WALL 10d NAILS 0 4 - 10d NAILS @ 6" O.C. STAGGERED A STAGGERED __AA TRANSOM FRAMING 0 0 I BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES 0�1/ E SHEATHING & 8" O/C FIELD 's_, �4 L s SIMPSON SP4w/(6) 10dx 1 12" jz� (USE SP6 FOR 2x6 WALL, USE -PLYWOOD SP8 FOR 2X8 WALL) SHEATHING 9 SIMPSON SP2 wl (12) 10d NAILS MASONRY-- 5/8"X1 0" J-BOLTS @ 24- O.C. 9 SIMPSON SP1 W/ (10) 1 Od NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM 4 4 4.* Zl&?5 V. 1. bu I I OM "LATE uj 5/8"x10" "J" BOLTS @ 24"O.C. MAX. R BOTTOM PLATE) M SEP 0 8 20S VIRTUAL Pt vii tu��'; S"'L si Iinc. Pla! Is F" apo-,rove for compJance ;I, ith me ;? 0:7:��) 7th Edition by Debra Kfahr PX2300 PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 0 04 V., CO h LO co u') AR01ol-5 10 - - - , "I 1, D A :z w 0 0 Lu z V) a) LO E 0,0 ou L. => 1-1 M "'It 6 MCI N -0 on u -0 c: E D 2 -5 u- < U < T5, * U Lu c cc) E 7C) C) CL _0 w w (D W Ld 0 LU W _j LU ZO M w _j w z wom <m< < 0 0 W:) 0 L) 0 Ir < - _j ') 3: w ') u- LL _j Z<)0x�zuQ:LL0zm00 -jp 0 - _j a F- < < 00 gz0croomzz 0 In w w uj Lu D a a zy0'z-z-0w0 0 U) L.L. Z _j - _j < 0 w z < �_ < w 0 w WLU 0 a. 0 Q< y z g 0 w < LL U- < 0 < 0! C:) N Z UJ 0 i-Z 4 =) [-- > U) 0 z (0 0 i,.: cy) 5 w M P- LO w _j (j) LL. It < U) LLJ <� cf 00 < >- < z w i C:, co C14 co cl IQ Q Q CN (N a cl 00 0 C:) CD 1 z 0 CD LO (n w w C), C) c� > C4 cn IT 00 U) >_ Z z w C) w U) zz 0 000 w - 00u) =) z 5; 0 0 ow r < Z 0- iR 0- W�:m W < LU � coftui 0 rN4 0� 0=) zom: w >. a- >- X: cn < 1.- 0 m 0 CN 0 2�m Z&�o z w w U- Z z z fn _j 0 z < z z w ui 144- _j fl- C) > LAST PLOT DATE 4_0 I z 0 STRUCTURAL _j DETAILS SIMPSON HGAM1( W/ (4)1/4"xl 1/2"SDS SCREWS TO BLOCKING & 114")r2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" TOENAIL w/ UNSUPPORTED, SEE STRUCTURAL NOTES AND NAILING (2) 16d NAILS 7 IF >9" SEE 1 O/S6 SCHEDULE FOR SHEATHING DETAIL-7 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) 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 wl (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL _�\ 45*± 45*± Z 45* SEESTRUCTURAL NOTES AND NAILINGV 2x4 CROI BRACE SCHEDULEFOR APPROX. 8" FROM SHEATHING DETAIL KERN 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @4,Kl @ 8'_011 O/C. 8 _O�O/C EXTEND AT LEAST 90% OF EACHJOINTW/(3) 10d "L" BRACE TO EXTEND 2x4CROSSBRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. E TRUSS EACH JOINT w/ (3) 1 Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING F END I IN" ATTACHED W/ 10d ,NAILS GYPSUM WALLBOARD GABLE TRUSS ly. @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48"O.C. FOR THE FIRST 112" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED l " @ T' O/C OcIX3 CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) ,,-1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6' O.C. EDGES - - - AND 12"O.C. FIELD (2) 16d NAILS x . . _E 2x4"r ON TOP OF PANEL BLOCKING�l 2"x6" P.T. SILL 2x4 PANEL BLOCKING @ 48"O.C. FOR 2x BLOCKING NOTCH "L" BRACE HERE FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT @ 48" O.0 THE FIRST (4) ROWS OF TRUSSES 2x4 "T"ON TOP OF PANEL @ 48' O.C. INSTALLED PER MANUF. WEEPSCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH MOISTURE BARRIER SIMPSON META12 w/ (7) 10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 1 Odx3" 4" O/C 1/2"x 8""J" BOLT @ 32" O.C. MINIMUM 6" FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 wl (7) 1 Od NAILS NOTE: IF EMBEDDED 10dxl 1/2" NAILS AT EA. & (4) 1/4"x2 1/4"TITEN @ 4'-O"O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24,, GABLE WEB SECTION r2 WEB, USE MSTAM36 wl (7) O.C. MAX) w/ MIN. 4" 10d NAILS & (4) 1/4"X2 1/4- SCALE: N.T.S. EMBEDMENT IN KO BLOCK SCALE: N.T.S. 1_1�1� TITEN ON OUTSIDE _j I 2x4 #2 SYP BLK'G @ 16" O.C. wl (2) 16d NAILS EA. END. SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP SEE STRUCTURAL— CHORD BLOCKING cq ;0 ;0 NOTES AND NAILING x INFORMATION SCHEDULEFOR _111 S � SHEATHING DETAIL BACKNAIL WI-J 2 (2) 16d NAILS -WOOD TRUSSES 60 ;0 2"x4" CROSS BRACE APPROX. 8" FROM -2x4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) It BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 - 16d AT EA. TRUSS JOINT (2) 2"x 4" LAMINATIONS W1 (1) ROW (3) 2"x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2) 16d NAILS 2x4 BLOCKING @ 24" (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 O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 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 MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS - - - - -ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4'7" ON TOP OF PANIE-1 BLOCKING, FASTEN WITH 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION EXT. WALL CONN. 10dx3" @ 4" O/C NON - LOAD BEARI COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF PG LOCATION rD B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION SEE TYP. WALL SECTION FOR SCALE: 3/4' 1 �4' , �5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS r8 SCALE: N.T.S. ADDITIONAL INFORMATION. SCALE: N.T.S. S5 IINIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL 1 (2) 16d NA (2) 16d PER JOINT 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. S5 12" 2H SCHEDULE krTACHMENT 2 SYP BLK'G @ 16" O.C. J x 0.131" AILS EA. SIDE . 2x4 #2 SYP w/ 1 Od XO.131- @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. �, �5 GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0"- SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES -MINIMUM (2) 16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 -L" BRACE W/ 1 Od @ 4- O/C (SEE SCHEDULE FOR SIZE AND LOCATION) -2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) r3 SECTION SCALE: N.T.S. MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLETRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. E - SAND 12" O.C. FIELD 104�]JACK TRUSS SEE PLAN FOR C(ONNECTION (2) 12d TOENAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d TOE NAILS @ EA. END 2x4 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2) 16d TOENAILS (2) 16d NAILS - MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S6 *L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16"OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6' O.C. EDGES AND 12" O.C. FIELD -2x4'T'ON TOP OF PANEL BLOCKING, FASTEN WITH 1 Odx3" @ 4" OIC SIMPSON HGAl OKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3' SIDS SCREWS TO PLATES AT 24" O.C. DBL. TOP PLATE SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION SCALE: N.T.S. 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM1 OKTA w/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4' TITEN TO CMU EXT. WALL CONN. @ NON LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR SCALE: N.T.S. rE 5 ADDITIONAL INFORMATION. �'S "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" T-O" - 6'-0' 6'-0"& GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KTw/(4)1/4"xl 1/2"SDS SCREWS TO TRUSS & (4) 1/4"x3"SDS SCREWS TO PLATES (TYP.) L—CONT. BEARING 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) 1 Od NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 BLOCKING-,,,"" --2x4"r'BLOCKING @ 48" O.C. 16d NAIL CE "L" BRA ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE 1" BRACING DETAIL SCALE: N.T.S. S5 W j) 4� x4"T"BLOCKN x 48" O.C. 16d NAIL "L" BRACE ATTACHED - W/ 1 Od NAILS @ 4" 0. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL�-_6 SCALE: N.T.S. \,,,S5 DIAPHRAGM -4 BLOCKING . O/C @ 48' IT54 ;,--GABLE TRUSS TRUSS VERTICAL (2) 2"x8" 'L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE /"'-7 AS PER HIB 91 SCALE: N.T.S. \1�1� 20'-0" MAX 20'-0" MAX -X' BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. Ll p- m 1116 2 x 4 BLOCKING w/ (2) 1 Od 24- O/C (TYP) TOE NAILS AT EACH END @ z w a: \-BRACING w/ (3) 1 Od x 3" AT EACH CONN. @ 24' O/C MOISTURE BARRIER -BOND BEAM MASONRY WALL ARCHITECTURAL FINISH NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED /BOTTOM 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 L AS PER BCSI SCALE: N.T.S. c- r- SCISSOR TRUSS 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d 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 SEP 0 8 2022 'E S-"7 VIRTU,�L Rz , . S, ' -, , e: f IASI., a ;rove( Plar�s ic' a F 7tt for ClCrI "� k '�;L; . , Edition by Debfa "',,-�hr PX2300 2X4LEDGER ---SIMPSON LSTA18 WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0"- SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION @ 16- O.C. 0 Fk � �e"l 04 04 04 A Ir % co, 'Do, 'Y to 0 00 LO AR60', < w o P, "S.'f 0 z < (D LO > 0" 0 Lm 140 '1 >1 CO C4 -+-- C) C-5 c) U -0 C-) c: 4) E -c- 12) 0 u 75 M: 8 R < r* c) < ul- ci Lu 0_!;� u CC) co C�o �To CL w w (6 w 0 W W _j w 0 F- < W w zw w 2 � w< z W 0 w 0 w On 410 3: w U) U- 0 0 <05<--lom 0 moll�-�P: za'u)0,90zu'-0Fxz00m-0zz '0 _j 0 0 Cy 0 W w V5 w Fn W_ Lu W (9 (L > Z y a F- Z LL 0 0 _j a. U) 0 Z _j < ow_) _,<<Ow _Zwz,,,( < I- �_,n 0 CL < LL 0 Lu w 0 W 0 U- U- C) C) N Z LLJ 0 U5 5 r'. > p CD 0 m a U) CV) I"- u� C/) _j 'it C,) LL. r�_ z < Lu <If LO w CL cyi < 00 z z w w _j 0 . . . qr� CD CV 0 CN. Cl cq C14 C) Q C) _N C) Q C> !�! rl- !R C-4 04 2 C) Q 00 C> z 0 Lo Lnu CD CD C) c� c4i 4 cr 0c) U) >_ Z C) -6-1 Lu �u) zz 000 0 0 00Fn -0 pz> LO -0 0 0 LLI 0 Z w z?. 2 w—< uj 0-'0 zr)m w C\j 0 Zafo 0 :5 LLJ Ix Z LL z Z z 0 < 0 0 z < z z uj ui C) > T_ LAST PLOT DATE Z 0 STRUCTURAL .j DETAILS 12 I BAFFLE INSULATION PER - CHART ON FLOOR PLAN 518"OR 112"HIGH STRENGTH CEILING BOARD PER CODE W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7"O/C CEILING & 8"O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE (2) LAYER TYPE 1 (#15) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE 11 (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24' HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROOF -SHINGLE ROOF 15/32" CDX PLYWOOD OR 7/16" O.S.B. (SEE ROOF NAILING SCHEDULE ON SHT SN11) -ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA 0 SEE SOFFIT SHEET ATTACHED WALL SHEATHING TO (2) TOP PLATE W1 8d @ 4" O.C., 2 ROWS I x2 NAILER _j PLYWOOD SHEATHING _j 2X BLOCKING @ EA. WALL =) NAILED PER NAILING SCHEDULE SEE DETAIL CIS6 SHEATHING JOINT 0 FOR MORE INFO 1/0 ww 16" O.C. 2X S.P.F. STUDS W/ (4) 16d TOENAILS TO TOP PLATE 0 (n 7/8"CEMENTITIOUS FINISH PER ASTM C. 926 & APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER -zz;-H 2x BOT. PLATE W/ (2) 1 Od @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1 Od _j I.- _j W = w LAYER 1/8"THICK. COMMON @ 6- O/C EDGES AND 12' O.C. FIELD LL X: vj INSULATION PER 1/2" GYP. WB OR 30PLYWOOD/ 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 :5 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE � S6 S6 � SPACE INTO APPROX. EQUAL AREAS. FLOOR SYS7 ETAL SEAT '-�ERPLAN OR FELT PPAPER FOR MOISTURE BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB OR 5/8" GYP. TYPE -X" @ GARAGE ONLY) W/ 13,8" DRYWALL NAILS OR DRYWALL SCREWS 7"O/C CEILING & 8'O/C WALLS STD. 90 HOOK (SEE DETAIL) \11�__13"x8"X16"CONC. KNOCKOUT 1/2" GUY P WvvuB I INSTALLATION PER BLK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL ARCHITECTURAL FINISH 51 (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Elf. c) (n W u_ C-) 4"x4" INSPECTION PORT AT _j Er a. EACH FILL CELL TYPICAL Lu cn 1x WD FURRING @ 24"O.0 OL AT GARAGE CONTRACTOR z LO BASEBOARD TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB C14 CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 4'lo 6" BELOW GRADE _71 .9 4 00 ..A A 4 FINISH GRADE m I � . . ;V* — cl) 71711T EEME" 0? 6x6 W1.4xW1.4 -.4 TI -III= 4 11 F.] I El I F WWF OR FIBERMESH 4'. . 1� I 4 1�. 1 5j: 1 IT E11F]IF STD. 90'H "CH OOK (3) # 5 REBAR ON 3 IR (SEE DETAIL) W/3"MIN. CLEARANCE 4" 1'-8" TYP 2-STORYWALL SECTION ri SCALE: 3/4"=1'-0" S6 J SIMPSON LSA24 STRAP w/ (8) 10d x 1 1/2"NAILS TO STUD t 2nd FLOOR W, 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO STUD & (8) 10d 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. I /-�\ 1 st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8) 1 Od x 11/2" JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS rEND SHEATHING TO )F BEAM OR GIRDER kTE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. NOTES: USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. '17 CORNER TYPICAL 'IT" AND CORNER DETAILS N SCALE: N.T.S. 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING "5z , TO BOTTOM PLATE/CHORD W/ 8d 11T@ 4" O/C, 2 ROWS STAGGERED i-7 74 FLOOR TRUSS SEE FRAMING PLAN ir r"',1R., 2"x4" CROSS BRACE @ 48 O/C FOR THE 1 ST 2'-0" OF END WALL W/ (2)1 Odx3" @ EA. END INTO 2"X4" BLOCKING FLOOR TRUSS SEE FRAMING PLAN ---WEEP SCREED INSTALLED PER MANUR \\—SIMPSON HETA20 W/ (8) 1 0dx1 1/2" NAILS @ 24 O.C. INTO TRUSS BLOCKING & MIN. 4" EMBEDMENT IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION rR PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS@ 1 2"x BOT. PLAT[ (2) 1 Od @ 6" 0A PRE-ENGINEE FLOOR TRUSIc FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8) 10dxl 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK t B SCALE: 3/4"= 11 1-01, S6 RIBBONS — DETAIL (FLOOR TRUSS) 0� SCALE: 1 11/2"=V-0" "6,) 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.!g 8'-6-. (2) ROWS OF 2x BLOCKING @ 3rd 5/8"DIA. x 10" "J" BOLT W/ 8" PTS FOR WALL HGT. > 8'-6" EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 W/ (10) 1 Od 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) AQ 4 ' . - - 4'. A A 11 T_ I r_ I FT� —m-- m- L m (3) #5 CONT. ON 3" CHAIR W/ 3" MIN. E 81 CLEARANCE INTERIOR 2-STORY FRAME SECTION t1"' �S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" ��S6 ADDITIONAL SLAB INFORMATION. 71 0 15/32"OSB __N All EXPOSURE1 SHEATHING ok Fkx _x PROVIDE BLOCKING AS REQUIRED PER F SECTION X-X IF w _1 NOT FULL HEIGHT SHEET- JJR (CN 0) z G LOOR SYSTIM (2)- 2x TOP PLATE BEYOND 15/32"OSB 4*' EXPOSURE1 F SHEATHING w w m: SOLID 2x (n c BLOCKING @ ALL 9 C SHEATHING 0 U) EDGES (SEE OPENING III I SECTION X-X w WX _x w _2xSTUIDS jw : BEYOND. co SEE PLAN 0 0 w '-2x4 P.T. BASE 2x RIBBON OR \_�HORIZONTAL PLATE BEYOND SEE PLAN BLOCKING BETWEEN FLOORWALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM "S* = NAIL 319" 3/8' SPACING S V4' 1/2" S I/rs S SINGLE NAIL EDGE SPACING DOUBLE NAIL El AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 20 #2 S'PF TURNED VERTICAL wl 7116- FUTCH PLATE TO w/ (2) 12d TOENAILS EA END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3- O.C. A STAGGERED FOR SHEATHING SECTION X-X 2x CRIPPLES @ 16- O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 81, O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SPACING 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 SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT --j PENETRATE SURFACE MORE THAN < ('#) Z NAIL AT BASE 2 ROWS @ 4- O.C. wt 8d COMMON NAIL (5 NAIL AT TOP PLATE TWO ROWS @ 4' D.C. w/ 8d COMMON NAIL z NAIL OPENING PERIMETER W/ (2) ROWS @ 4- O.C. w/ 8d COMMON NAIL. OLL w @ NAIL INTERIOR AT 6' D.C. w/ 8d COMMON NAIL. STAGGER ALL VERTICAL JOINTS & NAIL @ 4- D.C. _j 0 w/ 8d COMMON NAIL a _j W w D - 0 L>L �C<C PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER CF _j r- Orr r-D "1 m P 0 0 0) W/ 8d COMMON NAILS @ 4- O.C. (2) ROWS @ TOP & BOTT. 0 0 ca -j :3 LL K U_ @ (2) 8d NAILS @ 3' O.C. TO EACH TRUSS END OR @ VERTICAL 0 0 Nwm MEMBER IF CABLE END x U. _u) OTE: r 8d NAILS FOR WALL SHEATHING MUST BE MIN.131 X 21/2 D =(��OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE F MORE THAN 118". WALL SHEATHING INSTALL. & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH 4 FACE OR 3-ROWS 12d NAILS STAGGERED@ 12" O/C FOR 2"x`10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN SEP 0 8 W2 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) \/1 \�'A ONLY 12d TOENAILS OATUAL virtt:` EXTERIOR HEADERS: .,7,,.'l ' ;. 1 (1) 2x SILL PLATE W/ (2) j:, 1, a;, d 12d TOENAILS V . Itt 7tr OPENING LARGER THAN 4 FT: for PX2300 (1) 2x SILL PLATE W/ SIMPSON Edition by Debra LS30 w/ (6) 10d x 1 1/2" EACH SIDE d 2x STUDS TYP. T. BOT. PLATE \FLOOR TRUSS � 0, RFAM V�0/c SEE PLAN FOR REQUIRED -- CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W1 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 W1 6x6 W1.4xW1.4 WWF OR FIBERMESH 7,- A. d A I- ' ' A 4' 4- A 4 (3)#5REBARON3"CHAIR-/ 4' 1'-8" HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2"x4"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 9'-16' (3) (3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8"STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 wt (10) 1 Od NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUR ;0 F NISH GRADE W/3"MIN. CLEARANCE ALTERNATE FOOTING v r @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. S6 2E 9 F C4 04 0 DO"y ARO 5' Co co LID LU X 0 w z < (A 4)a) LO E > 0 r, 0 a) L. -= 0 q u cl) 't (y) (N 4- In 'Y5 C) Z v gm 0 u -0 -0 co C: E =_ — —c m 0 2 -2 u) 0 U-8 9 EEC 0 u cx) c C) 7C) 0 w w 0 w w w (0 w m 0 w � w 0 �- lc� cr Z of Z w :� 0 Of 00 2— 0 0� U. 0 0 -1 0 < =5 0 _jv"C) 3: 0) <ax- w :)o 9 z ozmoo�_ icz Q� 0 - u0- Rx 0 0 co z u- I- 0 0 0 z L,U 155 w V5 w 0 (L > Z w W < �Qg6zowqam <j F- � 0 W 0 0 LL 0 W 21­-U) mw2imu w Z 0 < < u U- 0 C) C) (N Z UJ 0 U), 5 > U) p co co 5 U) cf) r*- LO U) _j UL_ U) - < uj < Lq of 6- 0- < >_ < 00 z 0 I-_ z LIJ _j 0 0 (0 It 0 a a 0 !2 - !z! CD C) 6 Q — , C) I I I 0 Locc uw, CD C) 0 c� vi 'i I 1 1 CO Z < Z uj 01-0 Z U) - z z 0 0 000 w 0 0 Fn :3 z 5; 0 0 z w a 9L.0 W W F- c`q 0 no z o:c >_ m co <I--n CN 0 z wo o < w j Lu ILL. Z z ct z 0 < 0 0 of z S6 < z z wmt >V­ LAST PLOT DATE 0 a Z4-111 0 STRUCTURAL —J DETAILS - MONO DOOR JAMB (REFER r-llx4 F-11/2"DRYWALL DOORJAMB(REFER lx4 1/2" DRYWALL TO PRODUCT _\ I P.T. TO PRODUCT F APPROVAL FOR CONN. lx4 P.T. APPROVAL FOR CONN. X4 3/16"0 X 3" LONG FURRING 3-1/4" LONG X 3/16"0 FURRING TAPCONS TAPCON. INTO STAGGERED @ 16"1911i BLOCK@ SPACING O.C. 2-ROWS INTO 1 x8 P.T. PER MANUFACTURE 11' DETAIL MASONRYTHROUGH 1-1/211 DETAIL lX4 P.T. & lx8 P.T. DOOR JAMB (REFER F lx4 F 1/2" DRYWALL 1 T k F 0 PRODUCT APPROVAL FOR CONN. X 4 (2) ROWS 3/16" x 3-1/2" FURRING TAPCON @ 16" O.C. & 4" 2X8 FROM EACH END w/ MIN. lX8 2" EDGE DIST. ATTACH 1 x8 w/ (2) ROWS 8d NALS 3" DETAIL STAGGERED @ 12" O.C. 3/16" x 3 -1/2" lx4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. lx4 1/2" DRYWALL N lx4 DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT F_ TO PRODUCT EDGE DIST. APPROVAL FOR CONN. k112"Dl 2x8 P.T. w/ (2) ROWS 3/16". APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" i x 3-1/2" TAPCON @ 16" lx4 O.C. & 4"FR OM EACH i *2" TAPCON @ 16" O.C. & ST FURRII END w/ MIN. 2" EDGE DIST. 4" FROM EACH END W/ L 2x8 P.T. ATTACH SECOND PLY w/ 2 9" P T z rzr:r x P.T. AAS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 if STAGGERED @ 12" O.C. q- I lAll r) I=T,& I I 4,& LJF_ I /-%I L_ f_ Il&t UE: I /AIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGSrcc SCALE: N.T.S. � SS 1/4" MAX Ir Z-O" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK ---- I 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 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 t SCRIBE (NOTCH) POLY -CELL IN THIS AREA Q BACKSIDE TO FIT ARCH (4) 1 Od 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 ri SCALE: N.T.S. 1\ �s 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 DrAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4'MAX. RAD. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 3 1/4" TAPCON (1 1/4" M IN. B-B /4" MAX EMBEDMENT INTO 2--0- 8- BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 1 Od NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE BTw4_1 VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" OSB ON T LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) -------- 1��ULATION INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ ::jm 8d NAILS "-2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL INSTALL WDW, SCREW THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL KK 13-13 SCALE: N.T.S. � �s PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4'MAX. RAD. PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 RER (TyPJ STD. 90' HOOK (I Z_ ±5 A NOTCH WEB AT FIRST 2 COURSI 3APACITY = 805 # FOR I STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"xl 1/2" SDS SCREWS & (5) 1/4" x 2 1/4"TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d S;NKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W1 (3) #6 X 4Y." 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 LL (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS JACK TRUSS PROVIDED BY--/ TRUSS COMPANY OR 2x4 00, #2 SYP @ 24" O.C. .100 4'-0" MAX SEE PLAN 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 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S"OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL . . . . . . REINFORCING AS FOLLOWS: SEALANT PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTL� BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4Y2" WOOD SCREWS @ 16- O.C. MAX. OR IF MASONRY WALL USE (2) 114" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" �s MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W , W , M , AT PERIMETER WHERE THIS CONDITION (1) #5 BARS CONT. Top WITH MIN. 3" OCCURS COVER 6'-0" F.F. HE I I IT GRADE cli cl) cli e, ""�—(2) #5 REBAR. MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN F.-I YP.) rHE S I IKIAr%nI=D-rA0I C IKIC-rAl I 'rInKI FILLED C ELL INSTALLATION =H SCALE: N.T.S. � SS '--',EE ARCH PLAN AND SEE NO I E I BELOW 2x SUB FASCIA ALUM DRIP EDGE ALUM FASCIA BRG WALL TYPE I i ... PER PLAN I V , e, 1314� TRIM PAINTED F UHANNEL, -4 5S NAIL W Y16"HEAD N7 DIA itt 24"O-C FASTENED PER I NOTF .- BELow I L CONT VENTED OR SOLID SOFFIT CONT �x4 NAILED TO Zx BLOCKING NkLED T(- 70P BLOCKING &�."' I '�J NAILS CHORD FVEPY 0I HL-k I WJ�i!Fl w-3- I 2d NAI LS, T Y P. G C 5uL-'Ez,, T0v[;�IFV,PR(-.%/ID[ _S­_')Fl-lT %IATERIALSPAN CAPACmEs 6ks-m- �_)N H�_- DF:�0.,N "IkE �.RF lo'�,PEC H_'k UOMPONENTS AND C LISTED 04 THE DESION CRITE.RiA ON SHEET SN. F� �R'6(+H � A, i IACHNIEN I A I WALL (PER ALPHA ALUM. INC FL# 16544 R5 F1 PRODUCT APPROVAL) F CHANNEL FASTENED TO: F` MIN EMBEDMENT NAIL 01)7" DIA -q) ' '.I" VKVX)vv� 3,116 GA- _V4"xIy4" CROWN STAPLES @ 24"MAX- O.C. IN DIAMOND PATTERN SUB FASCIA w� 16 GA '94'*xl4" (31ROWN STAPLE �(�) FA(�H (�ROOVE STRUCTURAL SOFFIT SF01 SCALE. 3,1-" - Il)" I- � FOR ALUMINUM SOFFITS WITH SPANS 1'4', NS I At i. MID SPAN BLOCKING PER f HI- I FI PA NNI ALLAJI0N CRITERIA TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. 0 (2) 1 Od NAILS @ 8" O.C. TO TRUSS TOP CHORD + + A&Y PLYWOOD SHEATHING + BLOCKING AS REQUIRED TO SUPPORT TRUSS + + SOFFIT 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL SCHED. PRECAST LINTEL SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED @24" O.C. FASTENED TO J__�N (MAX. 4'-0') CMU W/ 3" LONG T-NAILS @ 24" O.C. SECTION@ ROOF EXTENSION SCALE: 3/4" = V-0" ss SIMPSON HTT4 w/ (18) 1 Od x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET' EPDXY MIN. 6" EMBEDMENT 3" MIN. EDGE DISTANCE RETROFIT FOR Ml%c. MSTAM STRAP RrAl F-1/4 AI -4 -dL_4 a I -A -b a 10 z 0 U- 0 Ill 0 U- 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED — AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4' O.C., 2 ROWS STAGGERED ,-2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB NOTE: LAP SHEATHING TO JOIST TYPICAL -SIMPSON HGAM1 OKTA @ 12- O.C. w/(4)1/4xl 1/2"SDS,3CREWS 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 1 st 4 COURSES SOLID WIGROUT FOR OVERHANGS BETWEEN OVER 11/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHANGT_ RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4"TO 11/2" F6TE��HANGS LESS THAN 3/4" - NO REPAIR REQ'D. 11-011 51-011 INISH T P, #5 BAR .6 .6- CENTERED W/ .'L2E Top 9 ------ F M KNOCKOUT/ N CHAIR BLOCK MONO FOOTI SIZE AND REINF. PER P AND SECTION DETAI CLEAN FILL DIRT ;2� STANDARD 90' HOOK #5 BAR IN FILLED CEL STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" = V-0" NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION, EXISTING BOND BEAM. DRILL 3/4"6" 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 BEAV ) f\ SEP 0 8 ZOZZ FILL CELL FULL HEIGHT W/ \F-\�/ NON SHRINK GROUT. c uv) #5x6'EMBEDDED INTO ior cot' IV - EXISTING FOOTING bY lDeb(�, (2) #5x6'IN CONC. DRILL 3/4"x5" MIN. HOLE FILLED CELL SET BAR IN EPDXY 4" SAW CUT r.TION EXISTING FOOTING SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. 04 04 01!:: F3 0 CO.) ,J Dol�.:, ZIP 00 A"01 < z 0 w z 0 4) a) LO L'O- Q K 0 (1) L. -0 cl u 5" ct) IV, (v) c,4 u cc") co c) c: Lo-2 75 M: 8 9 U < V) cj U Lu Q_:;� c (D Oc) E c:) 0. 'a w w 0 Lu C3 w 0 F- W W w 0 LLI �- < W w zw z w0m,<0 w<,002_,0 :3 C) <ax-j a: 0zmM_<-l__ — y) 1: ") 0,cD0x§zq:),ztR0OmqW< (300 0 z (,)LU(Lwrj)wwwT)w > OZZLLW< _j (D It 0 LLJ J<<01�0-wz- mu D 0 (r EL 00a. LL Z I < < < < LL 0 F-LL 0 CN Z W 0 i-Z U) Z) r-_ > U) p z (0 c:) cy) a < c4r) I%- LO _j U) LL U) ct P- z W <� LO Of a_ cyi Of 0- 2 v- 00 < >- < z 0 z w III _j 0 0 CD C) C) C) CD C) C) N Q cm c� CD a — C3 . . . z 0 Lo af C) C) C) > ci vi 4 CO u) Z Z C) W K U) zz cy) 0 11-100 U) 0 uj :DZ5 0 ow- 0 1.- Li < z CL %J0 W T__q Ill r ca it W m F- 0 0 m w CL m U) F-:D M;Em CN 0 zwo < z a- Z U- z z co < _j 00 rn z z z Ill W qql- _j rl- 0 > LAST PLOT DATE z 0 STRUCTURAL -1 DETAILS - RETRO FIT SCALE: = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 6�s 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING VVHLL SYP CUT TO FIT 4RS IN WALL 2x12 SYP BEARS IN WALL SYP 2x4 PT NOTCHED INTO STRINGER - AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS �I EW "A" SCALE: 1" = V-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" = V-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL --2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = V-0" SECTION D-D SCALE: 1" = V-0" -3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILED 2X4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT STRINGER CONTACT POINTS 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 1 GLUED AND NAILED TO STRINGER OR DRYWALL SPACING �9 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" SCALE: 1" = V-0" -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 "E" H SECTION VIEW E SECTION VIEW SCALE: 2' =1'-0" SCALE:" = 1'-0" 3/4 PLYV1 ON DECK —2x8 SYI AND N/ FRAM I P 2x4 DRAF STOP 2x4 BLOCK C SCALE: 1" = V-0" 3/4" RISER CUT TO FIT MAINTAIN BETWEEN' AND GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS BLOCKING FOR 2x12 PT UNDER 2x12 ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ t" X 2 a' TAPCONS @ MAX. 32" O.C. - 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 G.1 TOP OF STRINGER SIMPSON A35 OR LSC EACH STRINGER — OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 STRINGER / ---L---PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 1 X 2 T" TAPCONS @ MAX. 32" O.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C" SCALE: 1" = T-0" FLOOR TRUSS OR CONN. TO BOTT, GIRDER, FIELD VERIFY OF NEWEL POST PER CONTRACT, (2) LAYER" EDGE GOLD OSB OR PLYWOOD OR 1 a"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" 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 MI M k oUINO I MUU I IUIV UC I /`AI LO (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = V-0" 1 POST LET INTO LOCK IDE <ING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES SEp(WALL JOINT \/\'A YWALLTO viBTLAL JER JOISTS) Pians ved STUD NAILED AND for con rpifanc lir; ire ���E 7tfy JED TO TOP PLATE Edition by Debra rX2300 CUT INTO RIM BAND, JED AND NAILED TO BRING WALL BELOW (WALL JOINT YWALL TO JER JOISTS) SIMPSON (14) 10d x SECTION VIEW "H" SCALE: 1" = 1'-0" si< ,tt ` N N 0 CD L0 at LLJ \ -i w w 0 Z Q ^' n' LO � E > 0 M O w W L Q M0 ? NV -070°0 m a A, D 2 _O } LL g R i u . p a� Lu ^VN`� W i 00 E" wL_ w _j w2QO Q LL U l _ QOXJ(/i��O(n ll" 801, (� Z _' Jo = f— f_ O OWtrwOzOWOom0�U cn EL v)ww it Z Q<¢pW�QzWzOwupa �i-� Mw❑ Q LL Ow OX o D 23 z LL Q O H- < u. Q 0 N Z w O F— U) O M O Q U) Cn LC) uj 'Q W Q In W Q_ cM Q>_Q00 Z U 1­— uj w _jC) O I I' o 0 0 0 N N N N N N 0 o o o I I I z O Lo W 0 N M v I I I rn� � Z Z 4-11 0 6-0Z� W U WOO o0Cl) OZj O O F-0 Z W�� W � < N m�W N � Z-'O o� Q�� (� p Zito Z U LL a-Z� 3 �Z U Q O 0 a W tr z Z Z Z W W J O LAST PLOT DATE d . . Z� 0 1 STAIR DETAILS ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED U360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED U180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY. 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SOPPORT. • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI • REBAR PER ASTM A615 GRADE 60 • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 03-0605.05 AND 03-0605.04 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE FOLLOWING EQUATION: APPLIED VERTICAL LOAD + APPLIED HORIZONTAL LOAD < 1.0 SAFE VERTICAL LOAD SAFE HORIZONTAL LOAD 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM NEXT LONGEST LENGTH. 10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN. 12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: 7'-6" LINTEL TYPE 8F32-1 B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For. Gravity, Uplift & Lateral Loads SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CArn SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 0-013 8F12-0B 8F16-0B 8F20.OB BF24-0B 8F28-0B 8F32.OB LENGTH 8U8 8F8-1B 81`12-1B 8F16.1B BF20-1B 8F241B 8F28.1B 81`32.1B 3069 4605 6113 7547 8974 10394 11809 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 3719 5163 6607 8054 9502 10951 3'-6" (42") PRECAST 2231 3069 4605 6113 7547 1 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 7 8672 10294 11809 1349 1438 1999 2560 3123 3686 4249 5'-4" (64") PRECAST 1217 1663 3090 5365 7547 36 7342 19 8733 19 10127 19 1105 1173 1631 2090 2549 3009 3470 5'-10" (70") PRECAST 1062 1451 2622 1 4360 7168 45 6036 19 7181 19 B328 20 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 37 8825 14 1011 1729 2632 2205 2698 3191 3685 7'-6" (90") PRECAST 743 1011 1729 2661 3898 5681 8467 44 6472 15 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1 1843 2564 1 3486 4705 37 6390 47 535 890 1247 2093 2777 2163 2536 10'-6" (126") PRECAST 475 643 1052 1533 2093 2781 3W 38 4754 45 11'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 540 873 1254 1684 2193 2805 3552 12'-0" (144") PRECAST 337 540 873 1 1254 1684 1 2193 2805 3552 471 755 1075 1428 1838 2316 2883 13' 4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 424 706 1002 1326 1697 2127 2630 14'-0" (168") PRECAST 279 442 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR458 783 1 1370 1902 1 2245 2517 2712 15'-4" (184") PRESTRESSED N R NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 NR 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR300 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N R NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED MIA. NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR 129 1 250 450 1 654 884 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4AW-441m SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6-0B 8RF10-0B 8RF14-0B BRF18-0B 8RF22-0B 8RF26-OB 8RF30-0B LENGTH 8RU6 8RF61B 8RF10-1B 8RF14-1B BRF18.113 8RF22-1B 8RF26-1B 8RF30-18 1749 3355 3280 4349 5421 6493 7567 4'-4" (52") PRECAST 1635 1891 3699 5206 6639 8060 9479 10893 1596 3063 2992 3968 4946 5924 6904 4'-6" (54") PRECAST 1494 1756 3699 1 5206 6639 8060 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 34n2 3966 1167 2481 4567 6389 8060 34 791719 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 32 755 1490 2459 3776 5743 7239 5623 7'-6" (90") PRECAST 669 755 1490 2459 3776 5743 8998 19 10893 48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 1 3146 526 999 1568 1 2253 3129 4150 1 5891 47 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS C, wr-4m r SAFE LOAD ''�� PLF TYPE REINF. LENGTH 8U8 8F8 CMU* 2'-10" (34") PRECAST 1293 1642 2135 3'-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 734 5'-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 T-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'-4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 164" (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 Cs�/►Rrn 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 5'-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 T-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4^wr-4494" SAFE LOAD - POUNDS PER LINEAR FOOT T PE 8F8-1T 8F12.1T 8F16-1T 8F20.1T 8F24.1T 8F28-IT 8F32.1T LENGTH 8F8-2T 8F12-2T 81`16-2T 8F20.2T 8F24-2T BF28-2T 8F32.2T 1972 3173 4460 5747 7034 8321 9608 2'-10" (34") PRECAST 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 1016 1632 2290 2949 3607 4265 4924 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 5'-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 210411 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 1 113 15 147115 181115 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 91415 118 15 1458 15 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 11'-4" (136") PRECAST 474 485 79815 1034 15 1272051 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 470 9 441 723 14 936 14 1151 15 136615 1582 15 12'-0" (144") PRECAST 470 543 928 1349 1649 1948 2247 41815 373 606 14 783 14 962 14 114114 1321 14 13'-4" (160") PRECAST 428 455 770 1 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 PRESTRESSED 239 323 519 13 671 13 823 13 976 14 112914 14'-8" (176") 246 390 655 968 1324 8 162 11 187 11 PRESTRESSED 224 302 485(13).626 13 767 13 909 13 105213 15'-4" (184") 230 364 609 897 1224 8P1646 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 872 12 192 303 500 732 993 8 1470 14 19' 4" (232") PRESTRESSED 162 222 34711 446 11 546 12 746 12 166 261 424 616 831 8 122514 21'-4" (256") PRESTRESSED 142 198 30611 39311 48011 56711 65411 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 37811 461 10 54511 62911 137 221 354 508 681 7 86113 99713 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 1 200 316 450 600 7 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 GATT-4mw SAFE LOAD - POUNDS PER LINEAR FOOT -HYPE 8RF61T BRF101T 8RF141T 8RF181T 8RF22-1T 8RF261T 8RF34 iT LENGTH 8RF6.2T 8RF10.2T 8RF14-2T 8RF18.2T 8RF22-2T 8RF26-2T 8RF30-2T 905 1748 2635 3522 4409 5296 6183 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 5'-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 7'-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 130115 164015 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 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS e 4 '4 > D 0 ° o e `o 0 e e 0 e o Q o o b a o b o 8F24-1 B/OT 8F16-1B/1T 8RF14-1 B/0T 8F8�-1 B n Q 0 e 4 '110- > D � e °a > D � e 8" PRECAST LINTEL W/ (1) #5 HOR CONT D BAR & (2) COURSES OF 8" K.O. BLOCKS 0 o W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° 4 1-1/2" CLEAR C.M.U. U) U) x o C =tn0mN e CO Q V v w� U)L-4 #5 REBARAT w C7 Lu po WBOTTOM MIN. (1) Qpn �F-REQ'D < U J J zz - w Qw16GAUGE H � c i �j POWERS STEEL (n r- Z BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. -#5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR J YA C.M.U. - GROUT u�'> #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F 16-1 B/1 T NOMINAL WIDTH J I QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP z= O z= io O O 1ST FLOOR LINTEL PLAN (ELEVATION A SEP 0 S 2022 Lo CDP 00 vinTunu a1 �> l�� � A.ss�.Si il ove 7th 300 cq for ccn;V1�-..- Edition by Debra cr 4 zz w 1CL z S11 : (#) 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 4AW-441m SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6-0B 8RF10-0B 8RF14-0B BRF18-0B 8RF22-0B 8RF26-OB 8RF30-0B LENGTH 8RU6 8RF61B 8RF10-1B 8RF14-1B BRF18.113 8RF22-1B 8RF26-1B 8RF30-18 1749 3355 3280 4349 5421 6493 7567 4'-4" (52") PRECAST 1635 1891 3699 5206 6639 8060 9479 10893 1596 3063 2992 3968 4946 5924 6904 4'-6" (54") PRECAST 1494 1756 3699 1 5206 6639 8060 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 34n2 3966 1167 2481 4567 6389 8060 34 791719 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 32 755 1490 2459 3776 5743 7239 5623 7'-6" (90") PRECAST 669 755 1490 2459 3776 5743 8998 19 10893 48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 1 3146 526 999 1568 1 2253 3129 4150 1 5891 47 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS C, wr-4m r SAFE LOAD ''�� PLF TYPE REINF. LENGTH 8U8 8F8 CMU* 2'-10" (34") PRECAST 1293 1642 2135 3'-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 734 5'-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 T-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'-4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 164" (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 Cs�/►Rrn 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 5'-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 T-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4^wr-4494" SAFE LOAD - POUNDS PER LINEAR FOOT T PE 8F8-1T 8F12.1T 8F16-1T 8F20.1T 8F24.1T 8F28-IT 8F32.1T LENGTH 8F8-2T 8F12-2T 81`16-2T 8F20.2T 8F24-2T BF28-2T 8F32.2T 1972 3173 4460 5747 7034 8321 9608 2'-10" (34") PRECAST 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 1016 1632 2290 2949 3607 4265 4924 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 5'-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 210411 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 1 113 15 147115 181115 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 91415 118 15 1458 15 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 11'-4" (136") PRECAST 474 485 79815 1034 15 1272051 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 470 9 441 723 14 936 14 1151 15 136615 1582 15 12'-0" (144") PRECAST 470 543 928 1349 1649 1948 2247 41815 373 606 14 783 14 962 14 114114 1321 14 13'-4" (160") PRECAST 428 455 770 1 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 PRESTRESSED 239 323 519 13 671 13 823 13 976 14 112914 14'-8" (176") 246 390 655 968 1324 8 162 11 187 11 PRESTRESSED 224 302 485(13).626 13 767 13 909 13 105213 15'-4" (184") 230 364 609 897 1224 8P1646 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 872 12 192 303 500 732 993 8 1470 14 19' 4" (232") PRESTRESSED 162 222 34711 446 11 546 12 746 12 166 261 424 616 831 8 122514 21'-4" (256") PRESTRESSED 142 198 30611 39311 48011 56711 65411 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 37811 461 10 54511 62911 137 221 354 508 681 7 86113 99713 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 1 200 316 450 600 7 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 GATT-4mw SAFE LOAD - POUNDS PER LINEAR FOOT -HYPE 8RF61T BRF101T 8RF141T 8RF181T 8RF22-1T 8RF261T 8RF34 iT LENGTH 8RF6.2T 8RF10.2T 8RF14-2T 8RF18.2T 8RF22-2T 8RF26-2T 8RF30-2T 905 1748 2635 3522 4409 5296 6183 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 5'-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 7'-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 130115 164015 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 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS e 4 '4 > D 0 ° o e `o 0 e e 0 e o Q o o b a o b o 8F24-1 B/OT 8F16-1B/1T 8RF14-1 B/0T 8F8�-1 B n Q 0 e 4 '110- > D � e °a > D � e 8" PRECAST LINTEL W/ (1) #5 HOR CONT D BAR & (2) COURSES OF 8" K.O. BLOCKS 0 o W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° 4 1-1/2" CLEAR C.M.U. U) U) x o C =tn0mN e CO Q V v w� U)L-4 #5 REBARAT w C7 Lu po WBOTTOM MIN. (1) Qpn �F-REQ'D < U J J zz - w Qw16GAUGE H � c i �j POWERS STEEL (n r- Z BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. -#5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR J YA C.M.U. - GROUT u�'> #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F 16-1 B/1 T NOMINAL WIDTH J I QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP z= O z= io O O 1ST FLOOR LINTEL PLAN (ELEVATION A SEP 0 S 2022 Lo CDP 00 vinTunu a1 �> l�� � A.ss�.Si il ove 7th 300 cq for ccn;V1�-..- Edition by Debra cr 4 zz w 1CL z S11 : SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS C, wr-4m r SAFE LOAD ''�� PLF TYPE REINF. LENGTH 8U8 8F8 CMU* 2'-10" (34") PRECAST 1293 1642 2135 3'-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 734 5'-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 T-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'-4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 164" (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 Cs�/►Rrn 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 5'-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 T-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4^wr-4494" SAFE LOAD - POUNDS PER LINEAR FOOT T PE 8F8-1T 8F12.1T 8F16-1T 8F20.1T 8F24.1T 8F28-IT 8F32.1T LENGTH 8F8-2T 8F12-2T 81`16-2T 8F20.2T 8F24-2T BF28-2T 8F32.2T 1972 3173 4460 5747 7034 8321 9608 2'-10" (34") PRECAST 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 1016 1632 2290 2949 3607 4265 4924 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 5'-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 210411 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 1 113 15 147115 181115 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 91415 118 15 1458 15 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 11'-4" (136") PRECAST 474 485 79815 1034 15 1272051 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 470 9 441 723 14 936 14 1151 15 136615 1582 15 12'-0" (144") PRECAST 470 543 928 1349 1649 1948 2247 41815 373 606 14 783 14 962 14 114114 1321 14 13'-4" (160") PRECAST 428 455 770 1 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 PRESTRESSED 239 323 519 13 671 13 823 13 976 14 112914 14'-8" (176") 246 390 655 968 1324 8 162 11 187 11 PRESTRESSED 224 302 485(13).626 13 767 13 909 13 105213 15'-4" (184") 230 364 609 897 1224 8P1646 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 872 12 192 303 500 732 993 8 1470 14 19' 4" (232") PRESTRESSED 162 222 34711 446 11 546 12 746 12 166 261 424 616 831 8 122514 21'-4" (256") PRESTRESSED 142 198 30611 39311 48011 56711 65411 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 37811 461 10 54511 62911 137 221 354 508 681 7 86113 99713 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 1 200 316 450 600 7 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 GATT-4mw SAFE LOAD - POUNDS PER LINEAR FOOT -HYPE 8RF61T BRF101T 8RF141T 8RF181T 8RF22-1T 8RF261T 8RF34 iT LENGTH 8RF6.2T 8RF10.2T 8RF14-2T 8RF18.2T 8RF22-2T 8RF26-2T 8RF30-2T 905 1748 2635 3522 4409 5296 6183 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 5'-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 7'-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 130115 164015 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 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS e 4 '4 > D 0 ° o e `o 0 e e 0 e o Q o o b a o b o 8F24-1 B/OT 8F16-1B/1T 8RF14-1 B/0T 8F8�-1 B n Q 0 e 4 '110- > D � e °a > D � e 8" PRECAST LINTEL W/ (1) #5 HOR CONT D BAR & (2) COURSES OF 8" K.O. BLOCKS 0 o W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° 4 1-1/2" CLEAR C.M.U. U) U) x o C =tn0mN e CO Q V v w� U)L-4 #5 REBARAT w C7 Lu po WBOTTOM MIN. (1) Qpn �F-REQ'D < U J J zz - w Qw16GAUGE H � c i �j POWERS STEEL (n r- Z BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. -#5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR J YA C.M.U. - GROUT u�'> #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F 16-1 B/1 T NOMINAL WIDTH J I QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP z= O z= io O O 1ST FLOOR LINTEL PLAN (ELEVATION A SEP 0 S 2022 Lo CDP 00 vinTunu a1 �> l�� � A.ss�.Si il ove 7th 300 cq for ccn;V1�-..- Edition by Debra cr 4 zz w 1CL z S11 : * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS Cs�/►Rrn 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 5'-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 T-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4^wr-4494" SAFE LOAD - POUNDS PER LINEAR FOOT T PE 8F8-1T 8F12.1T 8F16-1T 8F20.1T 8F24.1T 8F28-IT 8F32.1T LENGTH 8F8-2T 8F12-2T 81`16-2T 8F20.2T 8F24-2T BF28-2T 8F32.2T 1972 3173 4460 5747 7034 8321 9608 2'-10" (34") PRECAST 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 1016 1632 2290 2949 3607 4265 4924 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 5'-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 210411 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 1 113 15 147115 181115 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 91415 118 15 1458 15 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 11'-4" (136") PRECAST 474 485 79815 1034 15 1272051 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 470 9 441 723 14 936 14 1151 15 136615 1582 15 12'-0" (144") PRECAST 470 543 928 1349 1649 1948 2247 41815 373 606 14 783 14 962 14 114114 1321 14 13'-4" (160") PRECAST 428 455 770 1 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 PRESTRESSED 239 323 519 13 671 13 823 13 976 14 112914 14'-8" (176") 246 390 655 968 1324 8 162 11 187 11 PRESTRESSED 224 302 485(13).626 13 767 13 909 13 105213 15'-4" (184") 230 364 609 897 1224 8P1646 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 872 12 192 303 500 732 993 8 1470 14 19' 4" (232") PRESTRESSED 162 222 34711 446 11 546 12 746 12 166 261 424 616 831 8 122514 21'-4" (256") PRESTRESSED 142 198 30611 39311 48011 56711 65411 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 37811 461 10 54511 62911 137 221 354 508 681 7 86113 99713 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 1 200 316 450 600 7 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 GATT-4mw SAFE LOAD - POUNDS PER LINEAR FOOT -HYPE 8RF61T BRF101T 8RF141T 8RF181T 8RF22-1T 8RF261T 8RF34 iT LENGTH 8RF6.2T 8RF10.2T 8RF14-2T 8RF18.2T 8RF22-2T 8RF26-2T 8RF30-2T 905 1748 2635 3522 4409 5296 6183 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 5'-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 7'-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 130115 164015 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 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS e 4 '4 > D 0 ° o e `o 0 e e 0 e o Q o o b a o b o 8F24-1 B/OT 8F16-1B/1T 8RF14-1 B/0T 8F8�-1 B n Q 0 e 4 '110- > D � e °a > D � e 8" PRECAST LINTEL W/ (1) #5 HOR CONT D BAR & (2) COURSES OF 8" K.O. BLOCKS 0 o W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° 4 1-1/2" CLEAR C.M.U. U) U) x o C =tn0mN e CO Q V v w� U)L-4 #5 REBARAT w C7 Lu po WBOTTOM MIN. (1) Qpn �F-REQ'D < U J J zz - w Qw16GAUGE H � c i �j POWERS STEEL (n r- Z BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. -#5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR J YA C.M.U. - GROUT u�'> #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F 16-1 B/1 T NOMINAL WIDTH J I QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP z= O z= io O O 1ST FLOOR LINTEL PLAN (ELEVATION A SEP 0 S 2022 Lo CDP 00 vinTunu a1 �> l�� � A.ss�.Si il ove 7th 300 cq for ccn;V1�-..- Edition by Debra cr 4 zz w 1CL z S11 : SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4^wr-4494" SAFE LOAD - POUNDS PER LINEAR FOOT T PE 8F8-1T 8F12.1T 8F16-1T 8F20.1T 8F24.1T 8F28-IT 8F32.1T LENGTH 8F8-2T 8F12-2T 81`16-2T 8F20.2T 8F24-2T BF28-2T 8F32.2T 1972 3173 4460 5747 7034 8321 9608 2'-10" (34") PRECAST 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 1016 1632 2290 2949 3607 4265 4924 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 5'-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 210411 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 1 113 15 147115 181115 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 91415 118 15 1458 15 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 11'-4" (136") PRECAST 474 485 79815 1034 15 1272051 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 470 9 441 723 14 936 14 1151 15 136615 1582 15 12'-0" (144") PRECAST 470 543 928 1349 1649 1948 2247 41815 373 606 14 783 14 962 14 114114 1321 14 13'-4" (160") PRECAST 428 455 770 1 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 PRESTRESSED 239 323 519 13 671 13 823 13 976 14 112914 14'-8" (176") 246 390 655 968 1324 8 162 11 187 11 PRESTRESSED 224 302 485(13).626 13 767 13 909 13 105213 15'-4" (184") 230 364 609 897 1224 8P1646 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 872 12 192 303 500 732 993 8 1470 14 19' 4" (232") PRESTRESSED 162 222 34711 446 11 546 12 746 12 166 261 424 616 831 8 122514 21'-4" (256") PRESTRESSED 142 198 30611 39311 48011 56711 65411 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 37811 461 10 54511 62911 137 221 354 508 681 7 86113 99713 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 1 200 316 450 600 7 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 GATT-4mw SAFE LOAD - POUNDS PER LINEAR FOOT -HYPE 8RF61T BRF101T 8RF141T 8RF181T 8RF22-1T 8RF261T 8RF34 iT LENGTH 8RF6.2T 8RF10.2T 8RF14-2T 8RF18.2T 8RF22-2T 8RF26-2T 8RF30-2T 905 1748 2635 3522 4409 5296 6183 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 5'-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 7'-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 130115 164015 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 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS e 4 '4 > D 0 ° o e `o 0 e e 0 e o Q o o b a o b o 8F24-1 B/OT 8F16-1B/1T 8RF14-1 B/0T 8F8�-1 B n Q 0 e 4 '110- > D � e °a > D � e 8" PRECAST LINTEL W/ (1) #5 HOR CONT D BAR & (2) COURSES OF 8" K.O. BLOCKS 0 o W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° 4 1-1/2" CLEAR C.M.U. U) U) x o C =tn0mN e CO Q V v w� U)L-4 #5 REBARAT w C7 Lu po WBOTTOM MIN. (1) Qpn �F-REQ'D < U J J zz - w Qw16GAUGE H � c i �j POWERS STEEL (n r- Z BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. -#5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR J YA C.M.U. - GROUT u�'> #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F 16-1 B/1 T NOMINAL WIDTH J I QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP z= O z= io O O 1ST FLOOR LINTEL PLAN (ELEVATION A SEP 0 S 2022 Lo CDP 00 vinTunu a1 �> l�� � A.ss�.Si il ove 7th 300 cq for ccn;V1�-..- Edition by Debra cr 4 zz w 1CL z S11 : (#) 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 GATT-4mw SAFE LOAD - POUNDS PER LINEAR FOOT -HYPE 8RF61T BRF101T 8RF141T 8RF181T 8RF22-1T 8RF261T 8RF34 iT LENGTH 8RF6.2T 8RF10.2T 8RF14-2T 8RF18.2T 8RF22-2T 8RF26-2T 8RF30-2T 905 1748 2635 3522 4409 5296 6183 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 5'-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 7'-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 130115 164015 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 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS e 4 '4 > D 0 ° o e `o 0 e e 0 e o Q o o b a o b o 8F24-1 B/OT 8F16-1B/1T 8RF14-1 B/0T 8F8�-1 B n Q 0 e 4 '110- > D � e °a > D � e 8" PRECAST LINTEL W/ (1) #5 HOR CONT D BAR & (2) COURSES OF 8" K.O. BLOCKS 0 o W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° 4 1-1/2" CLEAR C.M.U. U) U) x o C =tn0mN e CO Q V v w� U)L-4 #5 REBARAT w C7 Lu po WBOTTOM MIN. (1) Qpn �F-REQ'D < U J J zz - w Qw16GAUGE H � c i �j POWERS STEEL (n r- Z BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. -#5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR J YA C.M.U. - GROUT u�'> #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F 16-1 B/1 T NOMINAL WIDTH J I QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP z= O z= io O O 1ST FLOOR LINTEL PLAN (ELEVATION A SEP 0 S 2022 Lo CDP 00 vinTunu a1 �> l�� � A.ss�.Si il ove 7th 300 cq for ccn;V1�-..- Edition by Debra cr 4 zz w 1CL z S11 : (#) 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 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS e 4 '4 > D 0 ° o e `o 0 e e 0 e o Q o o b a o b o 8F24-1 B/OT 8F16-1B/1T 8RF14-1 B/0T 8F8�-1 B n Q 0 e 4 '110- > D � e °a > D � e 8" PRECAST LINTEL W/ (1) #5 HOR CONT D BAR & (2) COURSES OF 8" K.O. BLOCKS 0 o W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° 4 1-1/2" CLEAR C.M.U. U) U) x o C =tn0mN e CO Q V v w� U)L-4 #5 REBARAT w C7 Lu po WBOTTOM MIN. (1) Qpn �F-REQ'D < U J J zz - w Qw16GAUGE H � c i �j POWERS STEEL (n r- Z BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. -#5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR J YA C.M.U. - GROUT u�'> #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F 16-1 B/1 T NOMINAL WIDTH J I QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP z= O z= io O O 1ST FLOOR LINTEL PLAN (ELEVATION A SEP 0 S 2022 Lo CDP 00 vinTunu a1 �> l�� � A.ss�.Si il ove 7th 300 cq for ccn;V1�-..- Edition by Debra cr 4 zz w 1CL z S11 : 1ST FLOOR LINTEL PLAN (ELEVATION A SEP 0 S 2022 Lo CDP 00 vinTunu a1 �> l�� � A.ss�.Si il ove 7th 300 cq for ccn;V1�-..- Edition by Debra cr 4 zz w 1CL z S11 : y N Y/ ,I J D + + �,!51 +, 131015805 0 Z Q E �✓ ' Q MN ? c: 4) Eo �QS O wg � ¢ � N C >r. o F � .0 W ow C6 wn� �� ��� XW �Yzcr W V �n0air¢u,U0��0 a � cDn nLL ¢1--wOOwO�mCWz j�- 0 Z�Y0q�o�¢nw~�Zuw�¢ 0d�oW (� a� z nW o � oQ LL. 't O H ¢ IL 0 O zW O� >_ (n O 0 � M O Q � M L0 LL Q W Q Lq 00 Q >- Q ZVF- WW� JC) c0 f I ( I I i 0 0 N 10�o N N 0 N N N O N � e��- ao o v o 1 I ' Z O Wo 0 0 0 o f! I > e- N M 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) #51. (1) #5U (1)#5L (])#5U (0)#SL (1)#SU (1)#5L (2)#5U DETAIL'A' DETAII.'B' DETAIL'C' (1)#5L (1)#5U DETAIL'D' DETAIL'B'&'C' 2'- 19' 1 V-6" PRECAST (2) D4.5 WIRE (2) No. 3 6740 1 9462 9462 10000 X-C 2-2" PRECAST (2) D4.5 WIRE (2) No. 3 2912 1 5318 5318 5114 5114 4'-U' 2-8" PRECAST (2) D4.5 WIRE (2) No. 3 2038 1 3722 3122 3598 3598 4*-6* 3'-Z' PRECAST (2) D4.5 WIRE (2) No. 3 1566 2859 2859 2772 4*41 3'-4" PRECAST (2) D4.5 WIRE (2) No. 3 1453 2654 2654 2574 2574 54" 4'-U' PRECAST (2) D4.5 WIRE (2) No. 3 1127 2013 2013 1 2000 2000 5'-- 1 9'_ 4'-6"- PRECAST (2) D4.5 WIRE (2) No. 3 964 1636 1636 1712 1712 6-4- 5'-2'. PRECAST (2) D4.5 WIRE (2) No. 4 796 1454 1454 1435 1435 74' 6-2" PRECAST (2) D4.5 WIRE (2) No. 4 639 1 1167 1167 1152 1152 7-8" 6'-4!o PRECAST (2) D4.5 WIRE (2) No. 4 619 1130 1130 1115 M5 --8'-,U' 6'-8" PRECAST (2) D4.5 WIRE (2) No. 4 581 1062 1062 1048 1048 8'41 7'-0" PRECAST (2) D4.5 WIRE (2) No.4 548 1001 1001 979 988 9i4i 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 467 853 853 759 843 10141 9p�zi PRECAST (2) D4.5 WIRE f2l No. 4 398 727 727 582 718 11-4- 101-91 PRECAST (2) No. 3 (2) No. 5 355 649 649 489 649 17-0" 101-91 PRECAST (2) No. 3 (2) No. 5 329 602 602 430 602 12'-6" 11'-2" PRECAST (2) No. 3 (2) No. 5 312 570 570 391 570 13'-4" 17-9' PRECAST (2) No. 3 (2) No. 5 287 525 525 337 525 14P-91 121-6t PRECAST (2) No. 3 (2) No. 5 270 449 449 286 451 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 522 522 360 499 (2) No. 4 154" 14'4' PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 473 473 328 455 (2) No. 4 174" 16-17' PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 357 357 254 352 (2) No. 4 19'-4" 18'-g' PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 271 277 202 281 (2) No. 5 20'-9' 18'-g' PRESTRESSED (2) No. 3 (2) 7/16 strand + 256 256 188 262 (2) No. 5 N.R. 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 219 219 165 229 (2) No. 5 N.R. 1 22'-U' 20'-S' PRESTRESSED (2) No. 3 1 (2) 7116 strand + 203 203 155 215 (2) No. 5 N.R. (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED 1 (2) No. 3 1 (2) No. 5 N.R. 164 164 124 1/9 N.R.- NOT RECOMMENDED DETAIL 'W' DETAIL "B" DETAIL "C" DETAIL "D" TYPE DESIGNATION PIAIN�INTFI/ QUANTITYOF#' BAR AT I OWW I INTFI CAVITY _1 r 5 Sol ID INTFI [8xl 6-P- I L/I U] NOMINAI WIDTJ L ()�,�F, I I Y of #S BAR NOMINAL HEIGHT R IN11­LCAVITY 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 UP[ 11 T LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (])#5U (0)#5L (])#5U (Ij#5L ())#5U (I I #5L (2) #5U (1)#5L (])#5U DETAIL'H' DETAIL'S DETAIL'H'&'J' DETAILK 7-19' 14' PRECAST (2) D4.5 WIRE (21 No. 3 10000 10wo 10000 10000 X-6" 2'-2" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 4'-U' 2'-&' PRECAST (2) D4.5 WIRE (2] No. 3 9550 10000 10000 10000 - 4'-6' X-2" PRECAST (2) D4.5 WIRE (2) No. 3 7207 10000 9863 10000 4'-8"__ X-4#1 PRECAST (2) D4.5 WIRE (2) No. 3 6614 10000 9053 10000 1 54" 4'-g' PRECAST (2) D4.5 WIRE (2) No. 3 4843 6687 6635 7320 6-117' 1 4'-&' PRECAST (2) D4.5 WIRE (2) No. 3 3940 5211 5402 5641 6-4- 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�-811 6141 PRECAST (2) D4.5 WIRE (2) No. 4 3071 3071 2916 3049 6'-&' PRECAST (2) D4.5 WIRE (2) No. 4 2831 2831 2651 2811 8-4- 7'-U' PRECAST (2) D4.5 WIRE (2) No.4 2625 2625 2421 2607 9-4- 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2153 2153 1881 2139 101-61 9'-2" PRECAST (2) D4.5 WIRE (2) No.4 1777 1777 1448 1766 ]1'-4" 101-91 PRECAST (2) No. 3 (2) No. 5 1568 1568 1222 1568 17-9' 101-91 PRECAST (2) No. 3 (2) No. 5 1439 1439 1075 1439 174' 111-71 PRECAST (2) No. 3 (2) No. 5 1354 1354 981 1354 13'-4" 17-9' PRECAST (2) No. 3 (2) No. 5 1232 1232 849 1232 14'-U' 12'-ff, 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) 7116 strand + 1291 1291 775 1270 (2) No. 4 174" 16-17' PRESTRESSED (2) No. 3 (2) 7116 strand + 993 993 600 1084 (2) No. 4 19'-4" 181-01, PRESTRESSED (2) No. 3 (2) 7/16 strand + 1035 1035 478 936 (2) No. 5 20'-0" 18'-S' PRESTRESSED (2) No. 3 (2) 7/16 strand + 961 961 446 872 (2) No. 5 2 1'4' 20'--U' PRESTRESSED (2) No. 3 (2) 7116 Strand + 834 834 390 763 1 (2) N .5 1 1 - 27-9' 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 720 720 366 1 716 1 (2) No. 5 (2) 7116 strand + 24'-U' 22'-&' PRESTRESSED (2) No. 3 (2) No. 5 642 642 306 599 t lif IT? DETAIL "H" DETAIL "J" DETAIL "K" TYPE DESIGNATION P: PLAIN UNILU 0UANIIIY Ot #b BAR Al -1 S SOLIDLINTEL FL-WLFLINILLIAII.IY [8xl 6-P-1 L/I U] NOMINAI WIDTHJ L QUANTITY OF #5 BAR AT N , j NOMI Al HEIGH UPPLR LIN LL (�AVIIY CHARTS FROM QUALITY PRECAST COMPANY. COMMERCIAL CONCRETE PRODUCTS, INC GRAVITY & UPLIFT SAFE LOADS (PLF) Tx`12" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE UNTELTYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID L #5 (1) U (0) #5 1 1 L SOLID #5 (2) U (1) L DETAIL'DE' DETAILDF DFTAIL'DE'_&'DP DETAIL 31-91 7-4" 21-47, PRECAST (2) D4.5 WIRE (2) No. 3 3764 6455 5637 5637 4'-G' 7-15' 74" PRECAST (2) D4.5 WIRE (2) No. 3 2970 4965 4401 4401 4'-2' 2- 19' 7-6' PRECAST (2) D4.5 WIRE (2) No. 3 2654 4449 3965 3965 4'4" 3-G' 7-9' PRECAST (2) D4.5 WIRE (2) No. 3 2400 4030 3607 3607 4'-&' 31-41 3*-U' PRECAST 1 (2) D4.5 WIRE (2) No. 3 1966 3390 3053 3053 51-61 4'-N' 4'-G' PRECAST (2) D4.5 WIRE (2) No. 3 1193 2290 2085 2085 6-9' 5141 51-91 PRECAST (2) D4.5 WIRE (2) No. 4 1764 1763 1578 1578 7'-9' 64' 6'-G' PRECAST (2) D4.5 WIRE (2) No. 4 1 1409 1 1409 1 1188 1267 91-91 64" 81-al PRECAST (2) D4.5 WIRE (2) No. 4 1000 1000 686 903 DETAIL"DE" DETAIL"DF" DETAIL"DG" I ul TYPE DESIGNATION P - PLAIN LINTEL/ QUANTRYOF45BAR I S-SO[IDLINTEL -1 r1OWERUNIELCAVITY [8x I 6-P- I L/I UI NOMINALWIDTJ L QUANTITY Of #5 BAR AT OMI UPPER LINTEL CAVITY N NALHLIGH1 REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEI TOP LINTEL STFEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0) #5L (1) #5U (0)#5L I 1) #51.1 (1)#5L (])#5U (1) #5L (2) #5U (1)#5L (1)#5U DFTAIL'E' DETAIL'F' DETAIL'E' &7 DETAIL'G' 7- 10" F-6- PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 3-6" 7-2" PRECAST (2) D4.5 WIRE (2) No. 3 9383 10000 10000 10000 4'-0" 7-8" PRECAST (2) D4.5 WIRE (2) No. 3 6766 8225 9200 9445 4-4- X-2" PRECAST (2) D4.5 WIRE (2) No. 3 5104 5671 6345 6345 4'-8" X-C- PRECAST (2) D4.5 WIRE (2) No. 3 4683 5137 5717 5717 5'-4" 4-4- PRECAST (21 D4.5 WIRE (2) No. 3 3428 3727 4091 409 1 5- 19' 4-41 PRECAST (2) D4.5 WIRE (2) No. 3 2787 3088 3369 3369 6'-6- 5-4- PRECAST (2) D4.5 WIRE (2) No. 4 2560 2560 2723 2723 7-6' 6'-2" PRECAST (2) D4.5 WIRE f2l No. 4 1992 1992 2112 2112 7'-F' 64" PRECAST (2) D4.5 WIRE f2l No. 4 1921 1921 2035 2035 81-10" 6-8" PRECAST (2) D4.5 WIRE (2) No. 4 1792 1792 1862 1897 64" 7'-(Y' PRECAST (2) D4.5 WIRE (2) No.4 1679 1679 1699 1776 914op &�O" PRECAST (2) D4.5 WIRE (2) No. 4 1411 1411 1319 1489 10-4- 9'-2" PRECAST (2) D4.5 WIRE (2) No. 4 1186 1186 1014 1251 IV-4-' 101-01, PRECAST (2) No. 3 (2) No. 5 1074 1074 854 1121 12'-U' 101-61 PRECAST (2) No. 3 (2) No. 5 992 992 751 1035 12'-C' 1 V-2" PRECAST 12) No. 3 (2) No. 5 937 937 685 978 13'-4" 12'-U' PRECAST (2) No. 3 (2) No. 5 859 859 1 591 896 14'-V 12'-&' PRECAST (2) No. 3 (2) No. 5 804 804 529 838 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 1207 1207 605 938 (2) No. 4 15'-4" 14'-U' PRESTRESSED (2) No. 3 (2) 7116 strand + 1095 1095 551 88/ f2) N .4 174" 16-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 836 836 426 /63 (2) No. 4 19'-4" 18'-U' PRESTRESSED (2) No. 3 (2) 7116 strand + 655 655 340 645 (2) No. 5 20'-U' 18'-g' PRESTRESSED (2) No. 3 (2) 7/16 strand + 607 607 317 601 (2) No. 5 21'-,V' 20'-9' PRESTRIFSSED (2) No. 3 (2) 7/16 strand + 524 524 277 526 (2) No. 5 22'-U' 20'-&' PRESTRESSED (2) No. 3 (2) 7/16 strand + 488 488 260 493 (2) No. 5 (2) 7116 strand + 24'4' 22'-8" PRESTRESSED (2) No. - (2) No. 399 399 917 412 DETAIL "E" DETAIL "I"' DETAIL "G" TYPE DESIGNATION -1 CAVITY P PLA�N LINTEU QUANTITY or 45 BAR AT 5 - SOt D I INTFI 8x16-P-1L/1U1 L IL)IIIJ LQUANT11111$1111AIAT NOMINA W U NOMINAI HFIGI4f PPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL f OP LINTEL STEEL GRAVITY GRAVITY UP[ IFT 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 DETAILV DETAIL'M' (1) #5L (1) #5U DETAIL'N' DETAIL'L'&'M' 2'- 19' 1'4' PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 Y-6" 1 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 12) 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" 4144 PRECAST (2) D4.5 WIRE (2) No. 3 6261 10000 8605 10000 5` 19' 4'-6" PRECAST (2) D4.5 WIRE (2) No. 3 5095 1 8995 7007 9811 6-6' 5'-2" PRECAST (2) D4.5 WIRE (2) No. 4 6871 6871 5482 6814 74' 6�21' PRECAST 12) D4.5 WIRE (2) No. 4 4693 4693 3976 4661 7-8" 6-41" PRECAST (2) D4.5 WIRE (2) No. 4 "56 4456 3785 "27 81-0" 6-8" PRECAST (2) D4.5 WIRE (2) No. 4 4041 4047 3443 4021 8-4- 7�_011 PRECAST 12) D4.5 WIRE (2) No.4 3706 3706 3144 3683 9-4- 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 2954 2954 2"5 2937 10'-6' 7-2" PRECAST (2) D4.5 WIRE (2) No. 4 2384 2384 1884 2371 )1'-4" 101-91 PRECAST (2) No. 3 (2) No. 5 2082 2082 1590 2082 12'4' 101-91 PRECAST (2) No. 3 (2) No. 5 1895 1895 1401 1895 12'-6' 111-71 PRECAST (2) No. 3 (2) No. 5 1775 1775 1279 1775 13'-4" 17-9' PRECAST (2) No. 3 (2) No. 5 1605 1605 110/ 1605 14'-U' 17-6' PRECAST (2) No. 3 (2) No. 5 1490 1490 992 1490 14'-S' 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand + 1948 1948 1093 1591 (2) No. 4 15-4- 14'-U' PRESTRESSED (2) No. 3 (2) 7/16 strand + 1774 1774 996 1494 (2) No. 4 17'-4" 16'-U* PRESTRESSED (2) No. 3 (2) 7/16 strand + 1368 1368 771 1264 (2) No. 4 19141 1814, PRESTRESSED (2) No. 3 (2) 7116 strand + 1084 1084 615 1 OY5 (2) No. 5 20AY' 18'-8" PRESTRESSED 2) No. 3 (2) 7116 strand + 1008 1008 573 1048 (2) No. 5 2 F-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 877 877 501 966 (2) No. 5 27-17' 20'-8" PRESTRESSED 1 (2) No. 3 (2) 7/16 strand + 850 850 471 923 (2) No. 5 (2) 7/16 strand + 24'-0'* 22'-8" PRESTRESSED (2) No. 3 (2) No- 5 740 1 740 393 772 .4, 1i; ,.e I . DETAIL "L" DETAIL "I N" TYPE DESIGNATION P-PLAINUNTCLI -1 FOUAN7[TYOF#50ARAI S - SOLID I INTEL LOWER LINTEL CAVITY -P-1 L1I U] [8xl 6 NOMINALWIDTHJ LAITITY11111BA1 UPPER LINTEL CAVITY NOMINAL HEIGHT GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl 6" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID #5 (1) U (0) L #5 H) U f 11 L SOLID #5 (2) U (1) L DETAIL'DH' DETAIL'DJ' DETAIL'DH'&'DJ' DETAIL'DK' 31-81, 1 74' 2-al PRECAST (2) D4.5 WIRE (2) No. 3 5713 10000 10000 i 10000 4'-U' 74' 74' PRECAST (2) D4.5 WIRE (2) No. 3 4511 10000 9686 10000 1 IV-21 2- 19' 74' PRECAST (2) D4.5 WIRE (2) No. 3 4032 10000 8687 9503 4-4- 3-C' 2%9' PRECAST (2) D4.5 WIRE (2) No. 3 3647 9133 7835 8173 4'-&' 3'-4' 1 3-9' PRECAST (2) D4.5 WIRE (2) No. 3 2990 1 7025 6382 6382 1 5'-g' 4'-N' 4'-(Y' PRECAST (2) D4.5 WIRE (2) No. 3 1819 4139 3839 3839 64' 5-4" 5-a' PRECAST (2) D4.5 WIRE (2) No. 4 2976 2976 2676 2737 7,4' 6'-,V' 6-9' PRECAST (2) D4.5 WIRE I (2) No. 4 2292 I 2292 1918 I 2121 91-81, 81-If 8'-U' PRECAST (2) D4.5 WIRE (2) No. 4 1563 1 1563 1113 _N DETAIL"DH" DETAIL"DJ" DETAIL"DW TYPE DESIGNATION P-PLAINLINTLLJ QUAN1IIYOF#5bARAT S - SOLID LINTEL -� r LOWER LINTLL CAVIIY [8X I 6-P-1 L/I UI NOMINA I WIDTHJ L.UANTITY.1.111AIAT NOMINAI HFICHT UPPER I INTFI CAVITY GENERAL NOTES: 1.)JCODES .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 # FL1 774-R3 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST WSTANDARD REINFORCEMENT-5000 PSI 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTCM C476 - 3000ps! W/ MAX. 3/8" AGGREGATE, 8" TO 11 " SLUMP 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY NTH ACI STANDARDS. 2.6 D4.5 WRE 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 R606.14 OR FLORIDA BUILDING CODE (2020, BUILDING) SECTION 2104.1.5 4.2 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT 4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT. 3000 PSI GROUT - (PLACED IN FIELD) 2" C-0 LID TOP LEG BARS: (SEE SCHEDULE) #5 CONTINUOUS REQ'D. R STRUCTURAL PLAN STIRRUPS AT 4'-U'cc I OR WELDED) TOM BARS SCHEDULE NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. M N. BEARING REQUIRED AT EA. END - 4" Il' 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT (PLACED IN FIEL 2" 2" OD !Q LO Cl) 7 5/8" TOP LEG BARS: (SEE SCHEDULE) (1) #5 CONTINUOUS REG-D. PER STRUCTURAL PLAN 7/3T'STIRRUPS AT 4'-U'cc (TIED OR WELDED) BOTTOM BARS SEE SCHEDULE NOTES: .1. M�NIMUM COVERAGE OF STEEL - 1.5" . M N. BEARING REQUIRED AT EA, END - 4" 3. STANDARD FOR REINF. STEEL - ASTIM 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 GRAVIIY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0) #5L (1) #5U (1) #5L (1) #51.1 (0) #5L (1) #5U (])#5L (2)#5U DETAIL'O' DFTAIL.'P' fl)#4L (1)#5U DETAIL'Q' DETAIL'O'&'P' 2'- 19' 141 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 -777- W 7-8" PRECAST (2) D4.5 WIRE (2) No. 3 10000 10000 10000 10000 4'-61' 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�41t 4141 PRECAST (2) D4.5 WIRE (2) No. 3 7681 10000 10000 10000 5-19* 1 4'-6" PRECAST (2) D4.5 WIRE (2) No. 3 6251 10000 8615 10000 6-6" 51-21, PRECAST (2) D4.5 WIRE (2) No. 4 8629 10000 6741 10000 74P 6'-2" PRECAST (2) D4.5 WIRE (2) No. 4 6266 6603 4891 6909 7t-8" 641 PRECAST (2) D4.5 WIRE (2) No. 4 5967 6199 4657 6477 8'-0" 6-4- PRECAST (2) D4.5 WIRE (2) No. 4 5430 5524 4236 5756 8-4- 74- PRECASI (2) D4.5 WIRE J21 No.4 4961 4979 3869 5178 9'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 3865 3838 3010 3973 10141 9'-2" PRECAST (2) D4.5 WIRE (2) No.4 2984 3021 2320 3118 114% 1 Elo-17i PRECAST (2) No. 3 (2) No. 5 2699 2699 1959 2699 12'-0" 101-91 PRECAST (2) No. 3 (2) No. 5 2436 2436 1727 2436 12'-ff 1 V-2" PRECAST- (2) No. 3 (2) No. 5 2269 2269 1577 2269 13-4- 12'4' 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 14-4- 13'-N' PRESTRESSED (2) No. 3 (2) 7116 strand + 2413 2413 1338 1974 (2) No. 4 15'-4" 1*-9' PRESTRESSED (2) No. 3 (2) 7116 strand + 2199 2199 1219 1846 (2) No. 4 17-4- 16-9' PRESTRESSED (2) No. 3 (2) 7116 strand + 1698 1698 944 1546 (2) No. 4 19-4- 18'-9' 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*-U' PRESTRESSED (2) No. 3 (2) 7116 strand + 1092 1092 614 1167 1 (2) No. 5 27-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 1023 1023 576 1121 (2) No. 5 (2) 7116 strand + 24'-,0" 22'-8" PRESTRESSED (2) No. 3 1 (2) No. 5 898 89 8 j 481 #-,: DETAIL "0" DETAIL "P" DETAIL "Q" TYPE DESIGNATION P-PIA 1141(:N�111 (�UAN111YOFt! BARAT ID N L LOWERLINILL 5 CAVIIY I I [8x16-P-1 L/I U] WIDTHJ LIIIIAIIIIYIIIIIAIAI NOMINAL 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) U (0) L #5 f 1) U f 1) L SOLID #5 (2) U (1) L DETAIL'DL' DETAILDM' DETAIL'DL'&'DM' _ DETAIL'DN' 3'-B" 2'-4' 2'--G' PRECAST (2) D4.5 WIRE (2) No. 3 7665 10000 10000 10000 4'-U' 2-6' 24' PRECAST (2) D4.5 WIRE o,,.3 (2) No. 3 6054 100DO 8442 10000 4--Z' 2'- 10' 2�4' PRECAST (2) D4.5 WIRE 3 (2) No. 3 �j 5413 10000 7552 10000 4-4' 3-U' 2'-&' PRECAST (2) D4.5 WIRE 3 (2) No. 3 4897 10000 6836 10" 4'-6' 3-4' 1 3'-U' PRECAST 1 (2) D4.5 WIRE (2) No. 3 4017 10000 1 5613 10000 51 -91 4'-,V' 4'-U' PRECAST (2) D4.5 WIRE (2) No. 3 2448 7050 3434 6540 6-9' 54' 5-9' PRECAST (2) D4.5 WIRE (2) No, 4 4569 4569 2302 4235 7-13" 64' 6'-U' PRECAST (2) D4.5 WIRE 1 (2) .4 3338 3338 1640 I 3122 I 9'.8" 84' 8-4r PRECAST (2) D4.5 WIRE (2) No. 4 1 2158 1 21-18 1 936 % DETAIL"DL" DETAIL"DM" DETAIL"DN" TYPE DESIGNATION [8X16-P-1L/1U1 "M UNIT'2216'- 1ST FLOOR PLAN - of 1-011 1/8 1 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID #5 11) U (0) L #5 Ill U (11 L SOLID #5 (2) U (1) L DETAIL'DA' DETAIL'DB' DETAIL'DC' DETAIL'DB'&'DC' DETAIL'DD' 3'-8" 74" 1 2'-U' PRECAST 1 (2) D4.5 WIRE (2) No. 3 1919 1 2143 2143 1753 1753 4'-0" 2'-8" 2'-N' PRECAST (2) D4.5 WIRE (2) No. 3 1597 1801 1801 1483 1483 4'-2" 2'- 19' 2'-6" PRECAST (2) D4.5 WIRE (2) No. 3 1473 1668 1668 1376 1376 4'-4" X-O' 2'-g' PRECAST (2) D4.5 WIRE (2) No. 3 1367 1553 1553 1284 1284 4'-g' 3'-4" 3'-U' PRECAST (2) D4.5 WIRE (2) No. 3 1194 1363 1363 1131 1131 54' 4'-4!' 4-4- PRECAST (2) D4.5 WIRE (2) No. 3 864 995 995 831 831 64' 541 64' PRECAST �2) D4.5 WIRE (2) No. 4 662 816 816 650 654 7-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 542 669 1 669 462 537 91-91 8141 81-01, PRECAST (2) D4.5 WIRE (2) No. 4 396 1 489 1 489 261 393 DETAIL "DA!' DETAIL "DB" DETAIL "DC" DETAIL "W" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"X24" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE UNTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #S(I)U(0)L SOLID #5(])U(I)L SOLID #5 (1) U (0) 1 #5 (11 U (11 L SOLID #5 (2) U (1) L DETAIL'DO' DETAIL'DP' DErAIL'DO'&'DP' DETAIL'DQ' 31-81 24" 2'-C' PRECAST (2) D4.5 WIRE (2) No. 3 9620 10000 1ODDO 1 10000 41-G, 7-8" 7-41" PRECAST (2) D4.5 WIRE (2) No. 3 31 7599 10000 10000 10000 1 4'-2' 2'- 1 G' 2-6" PRECAST (2) D4.5 WIRE 3 (2)'Io. 3 6796 10000 9505 10000 4-1" 3'-0" 2,9' PRECAST (2) D4.5 WIRE 3 (2) No. 3 6149 10000 8604 100DO 4'-8" 3'-4" 1 a_011 PRECAST 1 (2) D4.5 WIRE 3 (2) No. 3 5044 10000 1 7066 10000 1 51-81, 4-4- *-0" PRECAST (2) D4.5 WIRE 3 (2) No. 3 3077 10000 4325 10000 6-4- S-4" E-01, PRECAST (2) D4.5 WIRE 0 (2) No. 4 3765 7387 2901 6831 T-13" 6-4' 6-9' PRECAST I (2) D4.5 WIRE (2) No. 4 2693 4979 1 2069 1 4671 91-91 8'-4!' 8--a' PRECAST (2) D4.5 WIRE (2) No. 4 1 1552 2996 1183 2944 N DETAIL"DO" DETAIL"DP" DETAIL"DQ" TYPE DESIGNATION P: -P-IL/IUI [8XI6 wll� L 1wM0j *wow TYPE DESIGNATION P-PI.AINIINTFI/ CIUANTRY F#5BARAI S-SOLIDIINTFL IOWERLIND I ILL CAVII Y I I [8XI 6-P-1 L/1 U1 NOMINALWIDTHJ L IIIANITY O� 05 'A NOMINAL HEIGHT UPPERLINILLC VJPT�JAL - ; S vif u plafjs ; a i 1 C"f- X, th (r for P t,� Edition by Debr3 SAFE WORKING LATERAL LOADS (PLF) 8" X 8" LINTELS DETAIL"DO" DETAIL"DP" DETAIL"DQ" TYPE DESIGNATION P: -P-IL/IUI [8XI6 wll� L 1wM0j *wow TYPE DESIGNATION P-PI.AINIINTFI/ CIUANTRY F#5BARAI S-SOLIDIINTFL IOWERLIND I ILL CAVII Y I I [8XI 6-P-1 L/1 U1 NOMINALWIDTHJ L IIIANITY O� 05 'A NOMINAL HEIGHT UPPERLINILLC VJPT�JAL - ; S vif u plafjs ; a i 1 C"f- X, th (r for P t,� Edition by Debr3 SAFE WORKING LATERAL LOADS (PLF) 8" X 8" LINTELS Total Length Type 8"x8" PLAIN SOLID 2'� 191 Precast 2082 9235 3'-6" Precast 1325 4624 4'-0" Precast 1041 3358 4'-6" Precast 858 2635 44. Precast 810 2459 54' Precast 663 1940 5- 19' Precast 583 1624 6'-6' Precast 486 1396 7-6' Precast 403 1134 7%9' Precast 392 1100 8'-U' Precast 363 1037 8'-,V' Precast 318 981 9%4" Precast 222 772 1 0�_ff Precast 156 600 1 F-4" Precast 132 651 121-91 Precast Ill 593 12'-6" Precast 98 544 13'-4" Precast 82 475 14'-0" Precast 71 429 14-8" Prestressed- N.R. 417 154" Prestressed N.R. 369 17'-4" Prestressed N.R. 257 19'-4" Prestressed N.R. 184 20'44 Prestressed N.R. 167 2 1'4' Prestressed N.R. 138 22' -0" Prestressed N.R. 127 24'4' Prestresse7 N.R. 100 N.R. Not Recommended CNI C14 C) 7 LO V a 00 Ln ob A. < N, w D) i 0 0 w z < (1) E > 0 K 0 = -0 C! u -5,3 0 M tv- 0 CY) N .4. (n 3 4- ::) C3 'G c) U -0 0 = E = 8 n 0 2 0 < u < u LLJ ccO:) E c" c: Lw w w W 0 Ld (6 UJ 0 W j.- W _3 LIJ -0 �_ I w _j EIT zw z < wo <2< < �4 X02-i 03:wu)u_u00_j0 < Z) < a -x - U) w 0�z,,g 00 Z2, a (j) g OWOOMOZ z Z u_ -P F-j< 00 0 W 0 z U)Www (L U) W w w U) x a. z I.- z LL X �e 0 Z 0 w w w z 55 Z) 0 Ir (L 0 C) a. 0 LL < 0 w 2 111 F- 6 0 x =) Es � z < < < U- < 0 F- , C> 0 Z Lu 0 - > C) z 5 (0 CO C) U) CV) 1�- L0 U) _j 'q' LL [,­ - < ui < Lo 0- M < 00 z 0 z w _j C) co rukd 7`1 U7 K _,7 -P v PA230 0 " 0 CD CNI C) CD CN C) C> C> C) ;'D a 6 - F C') C�) z 0 LO C, 0 oi. 0 'S. 0 4 0 'i. Cr CO U) >_ Z <Z w -+-a CD -1-0 W zu) -zz 0 000 w - 00u) uw) 0 =) z 5; OLU_ Oro < < z CL 'w w T__q j_� w , 0 r4_4 W 0 zom: >_ >_ x CQ < �_ =) 2NM 0 zIxO z 15 w CL Z ILL z z 0) - < = 2 F- C) 00 z S W, z w w _j it LAST PLOT DATE Z 0 STRUCTURAL DETAILS I .j A (LEFT) I rd,k! rN %I WE Mounting Brackets,') 0 Gauge, +1,12"x +112*x 2-12' 11 Bad Cross Support on�� (MAY he Cut to W) I f -7 Right biracket G 6 Galiaige) 112" Na. A32S Galy, frylx) #14Se*4)rdkng Screws 10-5/811- AX thirt Bcittorl) Etige -Pluff Ic �Ire )iVaL) Wath"% (Tyricat 3 in, front) Front Cross Support SM-1,xitinq Nkr- (May be cut to'W) Left bracket 06 WuqeI IT 14 Self-Dir illng Screvils Thru Brackets & Baj Cru�s Sutx)cirt Into AIC Lng Bottom Side (Typical: 3 cach sidie for Kluirricanse, use) wilitalloarina �um%sum arc ptL*KLJ -th rah I`Usrn� _iL, III— Radii Sed Diesiorldagaivisillame, upon mqtKNI 6C wig jjkpl,; Florida Depairlmerit of Busiress is Fir ional Regulation Building Codes Oro Standards Product Approural Apiplicatloo Doli Peas, I Oil Entry OF Dalt 'M 041,11, %rAkW Nat! IF 1111111111disaft YWANIRM YAW" OUWA3w F&C Aliscrannal MAKWOM mum A?h­rtk,,e 2*1 &man VW4 Products W4 140W Gralere Holmes F Her" P.E� Lairleir Swdtn P1 12rhmw Approved Caleew. Straci CC"Powts (07;) 441036A PE-73778 SUDC41OPFV: PfOMKAa Introm,..disse Rilwalist Ink.&sriarletrii �w, hut. T.0,,Nvy FIAJ, iiiiiiiii4troa Nibilscl at A L,,.,W 1`10.00 F,ideiswd Enjai FLAS6224tapy.dogm filuduAmravir am twoKukuLow n oulseov t1hirtu jualam "man I !!==1M10 Doll Funudour, FIdPd.AdV­U III- Vr 1213112023 11 'A 0W 100 -1 Duel Function Flood and V. n1l.6- lier! 120102023 yes f., N A W01 IV, am mode FIW520 In Lbtod ROW Y Z01IF2023 Yes NA W0.1uO !i^.Wort Wine 191540-171 1VW 2ulaw Flow yw.dt Y. NA �Iml�lw 5 Suiiirliiisnt W"M 10 1:W15 W 164-wd. - 0­ Flow Vent l.V3 I Y_ fas NIA HIA 9 al"MrVen't mode: 1`1640470 Wood "I In iniflow F low ill W n623 " el Yes NA .10i 7 wmnv*mw& IMS-10,574 14 SAilsics: Quagea, Door Fload Vasil �21!J:02023 yoo 1., 11 'A �11 I Fields Department ofBijashassis. & Professional Regulation V I Building Codes and Stanuaidai Product Approval Application Detaill ram 960" Alto "t Rathallilm 2" xKkm 69m" viedled kwomag LoLaWLISM ARKRIM ads, R"11,100 2020 Drivial Molsils le: Jason shurrour 14"Apry 4 pnoix Locke Bianidw P.E 011110ilox. i Al2,202t� owwom ion3cm Approved Quoipxv� Roma 300110110W. lianial Rodo Aburwiaouceses-oll Pam Compels NOMat Ellski:11011 Room from a Refine Ree-rad A1011hiel .1. IJ3K said Florida P'clons'nin 0 4ing"Fer, FUMMY24UProdwh .QMftAWJIFKD Atigninifillcirlide AMWO*dfKgn jri plithal Misialf OWd. OlumbK at Mum product 011oortall" ioll.�)Atv Infrinit OLKotherAg R.Wit.1 Meows I 0­.I raiser R-hing Systems DRIC 11011NII& DIAC ISMS CW I r-�� tIMC ZO(A IM112D25 No *A -opilic Cali 5V Florida Department of Business & Professional Regulation Building Codes and 3lardards Product Approval Application Detail Fees 2 Of 4 20 Alk 29LEU= Am IM varivim ailaini'lloctiumf co"11.1 Plain" Uk"..- valm" Sir Wide!" SurInne -11WO 111WAO9110yall Approved SWIUP Rivinsion 20M r1dirraii C"POrnon Lyroon F Schmidt P F Ryan J King, P. E M5=21 0&10� Approved Cidirsonr Expli Doors (Nn w ?Ar2ll FIFAMW (SIS)7674M Subcategory Svonl;i,rig Later- Dim Avidennicies COMPILMCO Matt0d*, E-suationin Rialao, t li . M Fiords Rie"Ibrod Ambilsort or a Uolrnoisd Fiords praftessanal Engineer L920461146 Products Oupfliv Assurai Emda4auAd=a Approved Qiiallilluguz ar lusus lapacl Deslan Rinesirtag flutalagar !`!,iS,rrcioth Star Nominal 69OW'S squ,*l"Oactsiquort Opaque 12131r= No Yea i'ti WA C.rrposit. Edge F.,borglasis Sinile Door (I '"wArGICIatisivirg, X configuration) 2 te Tharma-Tru Fiber-Classfic and Smooth.Sloor Nominal 8&M,8 &4motp,,pjc%qwt opaul.6 12131,702'. NO You Yee IVA Composite, Edge fibeial., S,­.gle [),xii saddaiii ananionafow'­ru, X(:,, "YX " OX0 conrig.riflu,".) 3 rhowiii 7w Claiow,- t,.j Sr,ir icilb-Stai, NorrI 6Ili Lquartimpectliquot. Opaque 12r31= NIO Y.", Yes WA (�or,,Pu'tv Fdi Fiberglass Double Door Wth or mth-t S-d��dri ilrosenringlOutsimine )Mor 0)0(0 4 d TIIamna­T,. F,bei C4.ow #,,,I �Ijmo fl, Fw NomwtJ MCn,0 squatimpactiliquA Opaque "a Yale WA (,on,poiltr Edge Fiberglass Sri Door 0 'svanaV,AA.*V Xconligurai 6 6 Them-TI. Fibbl CAolft ­, f,-. ar-PA., N.11.0 Uft$30�c Opq.. No yes ,ib Composite, Edge F;1bwVg&5 StVle Dwr *-Ah Skialle(ii) QrssiningiOw"ra, )0, OX or OX0 corAwreraimsil III f Thormwe-Irru Fibet-GoWe and Smoc;O-SW Do-q�ui 12131*022 M) Yes Yes NiA Composite Edge Fibeinglans" Douthe Ckw Ih a, "Itinciat S'defts xx I, ,-­ng. , �I­ I 7 g. Therme-Tru Fdafer-Claralsk and SmoWi-SOar Nominal W30.8 &qw(iniplictili �jl,%mia 1211 =22 No Yes N(A Composite Edge Fiberglawas Serairks Door (In-900uhrening X corilliguration) Nominal 6U3P;8 &4,00lt� Glazed NO yen Yes 'J'A Owposts, Erage Fiberal"s Single Door eirth %daiitei(5) Tn5"rVD'A1"nQL X0 r)" OXC il, Thfirmal-Trij Fflisir-Cloudsci Smiceith-Sawr Nommall ftlirw.e Squici 112MU21M NO Yin" yot, NIA Compa" Edge Fsborginis Double Chcor inith ci ,nothout Sidehba& OrsenevagrOuternmW XX or OXK0 coninguralow V Therrna-Irw Fiber-Clarsall; and Smoaih�Sllsr Nominal e&V*,O lliquati "Factiliquot Glazed 1 111211 rX 2 2 No Yes i., IVA Composite Edge Fibeirglase, Single Door 11risaarial'Oulsinft X WAgurrallaft) I k T tioroia Iii; r liner Clame and Smooti Nominal 8141,31D.0 84LIctinweaquat. Glazed 1281 =22 No Y_ WA Composite Edge P'tairglou Single Door vollf, OXorOX0 WrIfialifabornei ii Tborme.TruFflaer,0assicandfamesolti�r Nominal S&A34" &qwt-,q r,"c4quot Clorad Ij., 1 No Yes yes 1411i, compoaft Edge Fibaiglw, Wubv Eloor wth of ""out Ax", OXXID oo.fgunirporia) 13 in Thoirriii-Tw a., handrail 6"30 t yes N(A OF." Compowle Fogs Fibillglass ` w,j1w. D" (In""aralCuutsiIeng X m"Igxss,rinI 14 1 TrIVITU 7111 r Der CLAS11,11. $rd SM0001I Nominal 681139 8 &Qwot. r-F Isom, 31"ad wido izoi=22 yes Yes WA .,, �.rrpos. Eg. Iflit'glaide Door *h GlazedliAtildoclOpee �Inwv4nal0utennlrV, XO, OX lar OXO conaaaunsbors� 1-1 a. T hernias Tru Fibor�Clasw and Smoctli-Slair Nominal GLOWS linuoUrnpactfiquot Gined Placid" t2l"120212 NO Yes 'res, N,A Oper. Composite Edge Fibeigisess Double Coce V40 or without Glazed MoRdecl ilciei, S,di1Jr1ie3 lin"reCutirairis, Mor C�= IS N-ired Masi acFuoLjmpa.18qu.L Opaque M11121M N. Y­ Y- NIA CwpoW* Edge Alearglorair Sinale Door Win W61v,1 Open Sidiallite(s) OnsoningiVulari XQ OX Ov OX0 corifourstions) 17 q. Th-7�. FIL-1-loo.1, ­4 0­�IOW il-mlial L8430 6 U�tjNvdvasq­t, ope"o 1 11202-2 No Yee Y.. 111A rorl'i v V berjOas, Double Door voth or veno=luodoid �,Irrilfrn, jimusirervisevvirv, xx Or uxiic obeftwi itimir.) Flonda Department of5usiness & Professional RQ9L1WW 9u; Iding Codes and Standards Product Approval Application Detall Pei I ,(I F,%I, uu an am OOLMDAM WA yKillen carried Inaki LiLvzila YMMO" yAidaw AlAmod Fiat 1111111,15glad N.10im 2020 POT i-OW41ris. J­ R.-.061 N,* ne".0 "ER IAa,4OdrM!r1 ,A� i I'l Mb) I MIZZO W2412010 4'­j C..W.Y. !N-o, 0- awbeateg.rai. &.,Lng edunjor C�" 1- Colni -plainad; Cinit"Cafflon %bit OF Luang FLWM."33prodtlm CLNNVASGWW.lft ADW*VodfWL%o Approyealloil Use Marable - IN- ld2a2m in HYNZ Kiiallost $fflVj�,dha 0 (L.Fror Mosilb hmpiot� wifti; ole. r� 0..W�t,21 yes yes March 15, 2022 1 0 Mae, k 9� � � �, Aw� :jn 0 1 As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please proi the Information and approval numbers on the building components listed belowif they will be utilized on the construction projec,t for Ili you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Pressures Expi. Date 1. EXTERIOR DOORS Nonlinear FTest A. SWINGING ThermaTru tFiber-Classic and Smooth -Star (NON14MPACT) FL20461A + 01_6 nsf +67.0/-67.0 psf 12/31/2022 Tberm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2022 ThermaTru Fiber -Classic and Sn,. ooth-Star (IMPACT) FL20470 +80.0/-80.0 psf 12/3112022 B. SLIDING MI Windows and Doors Ejeries 420 FL15332.1 - FL,15332.5 +40.0/-40.0 psf 12/31/2024 PGT Sedes5570 NOA 21­020&03 +38.71-38.7 psf 4/14/2026 C. SEC11ONAL Wayne -Dalton S�_H�s 8"00018100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Sedes 6000/8,10018200 #1123 (16X7) F L8248. 10 +30.01-33.5 psf 12/31/2023 Wayne -Dalton Series 8,000/8100/8200 #1124 (16X7) F L8248.1 1 +34.4/-38.3 psf 12/3112023 D. METAL LOUVERED DRS Curries Diiiiiiision of AADG, Inc 607,70�7,727.747. and 847 S Ingle &Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGI E HUNG Ml Windows and Doors Series 185 F Ll 7499.2 +60.0/-60.0, P!f 10/812023 PGT Series 5500 F L239-2 N/A 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 F L 15553 5 1.1 +55.0/-55:0 psf 2116/2024 C. FIXE 0 MI Windows and Doors ISeries '185 F Ll 5349.1 +60.0/-60.0 psf 413/2023 PGT Series 5520 F L243.5 N/A 4/3012025 D. MULLION MI Windows and Doors Sedes 5764 F Ll 5353.2 KIA 12/3 1 �/2024 PGT Serles 5500 FL261.1 NIA 5/26(2026 E . OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap'S>idlng and HardiePlank Lap Siding Solid and Vented Vinyl SoMt F Ll 3192.1 - FL1 3192.2 A. SIDING N/A 12/3112023 B. SOFFITS A Is ide F L1 5272.1 - FLI 5272.2 +75.0/-75.0 psf 12/31/2023 'Alpha Aluminum, Inc, Solid and Vented Aluminum Soi FL16544 R5 +54-21-54.2 psf 7/3012023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALTSHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12116/2022 B. UNDERLAYMENTS Tamko (Ibr Shingle Roof) 151b Felt Underlayment FL121-40 NIA 6129/2023 Plyglass USA. Inc. (1br 11le Roof) POLYSTICK 71 tvIAX FL5259 N/A '12/23/2023 C. ROOFING FASTENERS NOTUSED D. ROOF VENTILATORS Thompson Arch Metal Comp, Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV 10 FL21580.3 Ni 1213112024 Lomanco. Inc DA-4 Ex ahust Vent FL17202-1 +97.5/-97.5 psf 12/10/2025 E. ROO ING TILES Boral Tile 'Villa 900 - FL78�49.27 - �FL7849,28 N/A 12/31/2026 Boral Tile Saxony 900 FL7849.16 - FL7849.20 Ni 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 15OSS, DMC 175S, DMC 200S, DMC 5V F L 17679.1 +0/-180 12131/2025 5. SHUTTERS i A. STORM PANELS Global Protection Products Galwnlzed Steel Storm Panels F L'I �5076.1 - FL15076.2 WA 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels F Ll 7869.1 N/A 12/3112022 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 P lates - FL1999.4 N/A 12/31/2024 M iTek Industries, ___._FL1999.1 Truss Plates FL2197.1 - FL2197,5 NfA 12131/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board. LVIL. PSL, LSL High Strength Concrete Lintels FL65271 - FL6527.5 N/A 3131/2023 D. MA TERIA L Cast -Crete Corp, F Ll 58.1 N/A 5/21/2022 Commercial Concrete Products, InCjHigh Strength Concrete Lintels F'Ll 774 NA 5/2512024 _T_ The products listed below did not them onstrate product approval at plan rwAew. I wnderstand that at the time of inspection of these products, the follovAng Information must be available to the inspector on the jobsitle; 1) copyof the product approval, 2) APPLICANT SIGNATURE ANI-0 \/-\A SEP 0 8' 2022- , I RTUAL P, V�rt,,j&; 'tile. Pians for Cori jp':'�L all (he 2_U7_r0 F 2 C, 7th 1---dition by Debi-�- li,t, i,\j6hr PX2300 Florida Depamerit of BuSiness & Professional RegLd&IiDn Building Codes and Standards Producil Approval Appilicadoin Detail Page 1 of 3 linisar or !:!:X 1 Elate Plaadifta versim mariuriacturer camaa validated SublIllsod F5C Approval Agaribived Amu Revoluin = Thermis-Tiv Corrixratico Strive Aas�_,On L yndo, F F�hrrmdt, P r Ry�o J Ki,�ar 11 L 07i230M a /A Z2= 0712W2D20 I OM 312020 Approved O&taow. cile, - I,. , , (90Q 84371,.N, rlr-. 4340t, jni�� M74,u5t $4,11101111seoly. f:iieini, rig Lxtor� Dov A oa�,Visas Co Compliance Moaned: I-ilivalaw R.p.,l I!�, . I" ricowaRagifibleft okcretector a I'"nsed r:kllnj FLARD470 JR3 Fir not Ergui abi Products slumbercu, Nme aliluxamom ProdvctD@wri~ �:_�E.x mums""alt Ationavedforuse DWx In HVHZ Dilitside 14VHZ Alliva Remsurt ja= Pressure =OM"bor -Cloessic, riand Smoi -ftarr Nominal 611,1039,6 SquoOmpectliquort Opliques I'd", Yee Yes WA Compoeste Edge Fiberglass, %m& Doof jimearvoRakewrigi X configWratonj 2 b Thimme-Tri, Fbarr Clargw and Op*l,k. 1%,31U22 yes Yes Y" WA (;orinpooft Edge F,esslaoss iiiinple Doo, ft, 5401".1 90. OX ,.TynfgwAI,0n%) !I c 7ho is Tru ribef.Clabli and SnilownSAw Nominal 69 M.CiliquolimpooMquotopaquis I 7j3I r2= yes Y.t, yon VA Is Edge F,lrrglsi� Daiublo i wth or XX ,, OXXO co.fig.raboru) 4 cl Trisarma-Tru Ater-Claslie: ano Smucith-Sur Nominal a&AZI9.0 liqladt'Impact,liquot opaeliate 1 ZQ I �Zo�u yes. yea yes NfA Oompoi Edge Fibenglan &ng* Dxq 5 is. ThormaJw Fibor�Cuarsuic wdSm*oO4ftr Nominal B&MO OcaumimpactIlquatt Opaque, 12141 =2 Y_ Yes YM NFA Composite Edge Fibeiglaft Single D*o with Sdek" flnipwalOutivi )0. OX or OXO 0 F Trarmw-Irm Fiter-Ciessic and Slinciarli-Star Nominal S&M.0 liallumimpactiliquot clipecule 1MVZ= Y as Yes Y" WA Composine Edge Flbollaol Double Door vAlln or 9 IrierM. I", Fib& r�Wili" ind SITWO Star Nbruinul 0��O.!tPir &qucz,1rnpQCj&qanI 1 Z?310ZM Yes Yes Y" NIA Soni"Ir Edge F-be.-g4as, SFn0e Dow finsmingOlabsiving; X configuremorii a h Thorm. I ru Fibm-Cbmst end 6magodh-Star Norrunial O&M, 0 fliquatimpacdcluck Glazed 1213112= 'rea, you, Yes I,#A Composite, Edge Fitimigissis 011ingla Dow will Sdsik&M OnFrompilOurrowng; AD, OX OF 090 CDfA@UfMONIG) 0 i Therninsa-Tru Fitier-Clasaire, end Smoolli-Star Nominal 6111101191,89quidt:impsuatt uot Glazed 120 1 rX21. yei�. Yes Y" VA. Composite Edge Fiberglass, COO ble Dow vollin or indhout Sabellian (InseangliOuldii XX or 0XX0 ODMROWdOng) 0 1 7horins, Tru F4w-Cb"c and SmoollilUsr Nominal 811,43R.0 lliquatleripactlikiii Giedild f2r3ir2M Y66 Yes Y" WA Composia Edge Fill"lass Single Dow (laseeriefOueseeng; X ceiffign. OF) I Tnarnia Tf. Fitner-Cladick and Sairicall"bor Nominal $111AWO raquatirripadr9cp at. Glazed IWI=2 V_ yes Y" HIM C,omposaft Edge F"Issal Single Door .0i -%deft(s) MunnangriOutiplang: V, OX or QX0 configurfunarls) 12 L Thorma-Tfu Fiosf-Clsesii� and 15knooth-Stat Nominal 88430,0 squat Impe"quot Glazed fos yea yes WA Compaosmi Edge Fibouillarses Double Docr th or Yehoul sucklikes pro"IVOutinvAng xx 01 rtxxo confillurot,orisi M NOM02 1 5 0pJqIA0 IZW20212 Yes yea YM rqfl� ,70"'poWe Edge F"1914% 5411ple (N-ml vinh XO, OX of OXO confturations) I I in Themis.TruRbw-ClauicwdSnwo#)4Rwr Nom @16&$WBgquotimpodgquo�OpmW IWIM22 leet roas Y" 141A Cam= Edge Fibearaissis Double Ow voth sicialers, (ImissinGfOulveirs; COO(O calefigundion) 15 o Thermar-Tru Fitear-Disouse; and Smoofi,,� Nominal &qwot Implactliquat Oposques 12/31 520Z12 ye" yeb yes NIA Composite Edge, Fiberglass S11119ke Door Ailth Iliquot,Non, Irripaidi S0*4r*%) lns"rVOOnats"ng� XO OX ot 0X0 �,cmvwl I e, f: Trinim,i T, u �ww.f-4%,v anli Sjronlh Stal "Mr, 14.kl Impaciti,tool, 0004,111, 4 2131 r2l:12_1 yes yes, YOK WA COMPONFO EJOP I- 60rigulkh E4)1jt1W DO04 Min 5KI%J1l0s lifilliaWnWOUISIning. uv�o coningurnsion) 17 q Thearemo-Tru Fiber-Chemo and Simiscith4har Norniial 61411139.4, Odfuct:, sion-Irripecti Cps" 1120:31 rx Yea No NIA Camposillis Edge Fliblaritauss Sm9le Clear 0moolunigiOubwaig; X oDirfalandron) 18 r ThermwTru Fba-amic and STooth-Star Nominal 61164M.8 Soltucat Norri-Impas6cpadt; Opaque IWIF= Y_ Yes No NI(A Gomposift Edge Filledglemis Sai Door wilft sidetwill, praluallwoutai X0. Ox or OX0 ocrellilurallions) IQ as Tharrms-Tru Fillser-Ckslaw end SmocariSudi Nominal UNW.8 &quotNon-Imp*aAqlkx, Opaque Yes yes No WA C.ampos"re Edge F.1borgis" Double Door Wth or XX or OMr- 2D t flommc 8&#,X, C, dnwot Nor,-1tnrAr1,%QL0, Orionwe T Z3 i iii!m Yes Y's Nu �4A Composite Logo I"borilloes %nlale Owr 21 Themirat-T. F.boi-CI .. 0pq­ I Z01 MOV Y- Y., N I'VA. Commole Edge Fitorgla-A %nglv Dwr %ft '11IC10111(ii OINVAnIVOUtF'AllC, XO, OX or OXO conflo.nimansli 72 1#. Thomas -Tru Fib-Clanque, and Smancili Nominal SIAWO &crucithbn Irepadi1quol; Opoci 112191,1= yes, yen, No WA Ccinpooft Edge Fiberglass Dautivi Door Win or wMout Sicletten, illnfpsning)Osdxneng� Mor OXXO _'Aminmen') 23 w I her". I ru Fitior-Clormic and Smooth-Slor Nominal O&M,$ itiquottilon- lzzV&ctftv4 43W ad ram Yoe NO WA Compoiatt Edge Fiberglass Sri Door OnswriDIOutivnirig X,mrifigulation) :4 x Thenna-Tru Fibfi: Claaw and kUmil'tAl &nUO1rNiJrArrp8X2&QuOr, Claf"J 120%2= Yes NO OVA composter Edge Fiberglass S Door Inini %oOX Sidellso(s) ompelfwWrisufta; or OX0 Configurations) 25 y. Theirma-Tru Filos,4,14saic arra Smooth-Stw Nom nol 6&#V,g &quot,hlor. lnrac4&qunI; GlwW yes Yang NO WA Com=to F0j" F.Iwplash Do"bo noof Vill, or ly'00vt E0010v KA ol OXAC' 215 Z. 111amno-Tru F-iber-Ciassue and Smooffi,-Shar Nominal Gliaread 12GWOZ2 �aas Yes NO WA COMPM" Edge Fiberglass Sirigile DOW (Insvutng�Outrrs" XcrAittgwraborri) 27 ra Theirri FlOcit-Classic arid &noo& Stor Nominal 83AWO Acrum.Non- Innom6fluot Glared 112irsir4w yes Yw NO N/A Companies Edge Fiberglass Srills, Doc, wft 94*140(s) 0 now nip0alonnifill; XO, OX OF OX0 ocirueuramorri 28 x1b 71nermal-Tra Fber-Curnisk Fund Sarnooth-Sur Nominal Glazed I In I rll= Ym Yes No WA comporift Edge Fliberaloss Dout, Door vath of ,,ithout Sidelftea. linsonng/Outinnin: )0( � OXKr1 corosearators) Florida Depertmentof Business & Professional Regullabon Building Codes and Standards Product Appioval Apinticallon CiMall Page 1 OF2 MIX21 Mli Igo P4111 am mmimp Jim am 1110211 mmm%am Q= IDAMKAa� Ximlbluk validated 1111110MM MARUM AULOM Revision, 2020 fill Wadoss slid Dun arent arfaw LAM R01i LOVIALS Sl� U jAct, PF 10VOWD20 lonwax 12115=20 ARYO�ed (**@W. E00110f Doors, 0171306-1300 #W-- a261 4 i717) 317-64nil "Oet4goir. Sailing EKVsU Dow Assemblies biftg.,*mlwd- carpluarKii is"ruble einliwabon Fission from a FlonebefterplannsdArchibact or. U-sand Florld. and .. Wine Engine. Gendr, A,-,- AMWM 12111 AMOM For uses Fennell RIMM produsill Nedid. Nufaboir K libume Pracket Denudation C&dEELXBkAimut MIMS outd&WM RiEditaill PMNKM I SERIES 420ALLONINUM SW SERIES 420 ALUNINIJ M $Go OXO 12,0112024 Ni, 'Yes No WA 2 SERIES 420ALUNNUM SW SERIES 420 AL($VNNVM 900 OX XO, XX IWWM41 NO Y. No WA Moil* ;iacaquolt NOWRWNFORcklu I SERIES 420014.1.1611INUM 5GO REINFORCED SERIES 420 ALUNIFNIUM SGO REINFORCED OXO IMU2024 PIP yes NO Kft I4,-1x3%Z4�Otx9$54N � 4 SEFt[ES42OAtk�"NUMSX REINFORCED SERIES 420 ALUNINUM IGO REINFORCED OX 12rljhr2V24 Y49 No WA KO 12,3112024 No Y. NO WA Flodds Dopa"sill of BA111066 & Professional Regulation Build rig Coc*3 and Standards Product Approval Application Detail pwial 10=1 VANMM Q111111 UMLA 20 212 ONLEANks go IN, jiliftlitid 1`1111CAMMM ADWMM RNA R*IMM X20 wep Oak-, drinoor, Or 0~0" Dei, O..r. K-111. J.M I U.1- Moir, P A— PEI It"1200M M"20 10=020 12M602020 Appioulid cavowico (3)0) M34121 P*-61?37 (W4)$2I'IM cosews, aeolailge, boars dsainishie"Wri'dalud" c 0"1 rbelfill- NAOthCid! EV21.1111401 Adwyl 6- proigniomal Enon4w PLO$24"MPfo&C% k-andiAru, procluct Canscrinum 2822�= in Kv)qz ""do kinciect 9t11J1gW cmmwn ft2t&tt film tl;M.W 91105 ill" Mew Wider 1411ft Most bill*(. Glazing P40 ir., Ift -11 ON-35 uf) 10 bpiie,6fxAx0sIi,-, �'XW�3150 .varatle in WD or VR*Wfwft* loction. 11 eb(K)M I U114200 $1124 Mello$ less 1111 14609, as" �elglnr rosibrig 12131(2021 NO Yes Yes ..0 4(w- �nl 30 S�OW. M 114, Cii MlWr*d*tt 1601VA Floirlda Department d Business & Professional Regulation Pop I of I Building Codes and Standards 105=1 Product Approvall Appilication Detall I jill, ':.l grAft 20 no zm X111111111 monsuam Qm= imamx&.U� MAW" X111911.111111. nowww fAaaaamit hk2WAVA ada 2020 CorrhinsDiftian at AAM ft. Tom Rouy JL LLC 1, cy Wor, VE 112JI CM20 12minm 1w2le"20 Applied! casolaw. tMeror wors OulzOarrecer. Extem Dm Cornparierni Clairliflonce Metheid: Corlinavlon Malk a Leasing Gaidgy AilasuilMS AMO"d to uiw ateg DHIM Hiselasseriburas firimilaut gmukkmu ighm ftua6m ondbilli'snolaiandPokild Flu ill. Glared, and Liniverowl single end palm or 1=11,21125 Yea yes yes WA Doors hallow, moral doogria Flarlde Department of Bus5neris & Prollempossal Regulailion pWIVr2 BWftg Codiss andl Standairds Product Approval Application WON ends 11fraft Ore. aml- Risig leittginda W2 yerstain alflutecturor F8C Assassins Asuaromild 2V .11 all W.doler an,:i Dwi broillsidinger Amedw Atchdactw.' 81~ Id Won PE WIM0241 I MMAN Awot4 caivqwy: IW40" ill r� M63300 mgmi,factur., A-bi � F1 '1411-8454 Subcategory: Singla Hung issalwavem.0 coit� toorpturwa tomag; Fit" or t lonc Quality Assursecio A202MLhK.VM AORLgUd-t2MU kuhtt 219M in HVHZ 111,04istrart Islinifum $5 SH 52X72 Filarkanat Frario, IG% Single Hung I li"DerM No Yes No .6040 Laminated Glass (D C_ U) -0 > C) 0_ 0 0 1- -0 CL a) V) 4111111" C__ 0 a- C-_ = .0 U_ 0 -1-- M %+- 0 > U) E 0- 0- F a- l'i- C/) a< Z Z W mi U) E co 0 > 0- 0 C:L < Ieeej 0 L- n U) MEMO CL 0 W < Z SHEET NO. PA 1,0� _____ - - - __ s I (1) (1) = Florida Departmetirt of Business & Professional Regulation page 6 N 9 Flonde Department of BLeswwu & professional Flogulatecary pen, I of I Florida Department of Burskiness & Protessional Regulation Peter I .1 I Florida DapoMTwW of BuWass A Professional Regulaon Pop 1 ,92 - M (:L) -0 > te.- U Builliffing Codes and Standards tasi Building codes and Standarts III Building Codes and Standards libi Building Codes and Standards fili r- _0 Product Approval Application Dal Product Approval Application Dal Product Approval Application Detail Product Approvall Application Deliall L_ L- = 0- , ,_,_ I , I 1:1 1, (L) 0 I . L . i : . L . "O"i L . '. . I I , I L L I . ::! � t� : , ,�i III TIIIIIIIITI i, I � I I , : , � 15"m I'll "'Ill llll[rl� I! I ­L : : I �I!ll, �! I I ! ;f! 1 1 I Il ll! 1 !,I I� III 1,1111,011I :!I! � il� ,:ll",�III, i ,,, I I 11 1 1 I . '' 11'', 11,11101will. , ,,I i , , I I "I l�: '� I' lillilli Ilj,l1lj1lj1j,1l� i "I 11 . 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I III, It Alntn.�nArrJkcnc,vraI tArtsin M UrIch. RE I(MIK1,201M 10111812020 ions=_lo Ara...d cte000ry: Nrayst, ind (W) 30-33" Mw"c%� A"m"- 1117)3114454 = M -cv . - SUbCatWrf. livilinging Eftm Door AawFyiWies s)nmrwnott*mat� � G,degolr, "noy" (941I4664:1:JI� ("Il )1I.,lichl C­'b.y1.YfirLG­ 1T`t",:,&`-ayaj m.nul...,-A,.-�- ( 717) 31 r-8004 Flie- =3 I Ompilance Method E.Okloation Report from a rn Sullocatisgoil ,%.ghy Hong 'co-0,4O,arril�cTir ... &.C.Inki 11oliz,,ulualtdor hullnge'di �­ n�c.-.O"r Calimplieno. O.th.& Caakillicalkon Mulk LW" bohmoom*4� (3) _0 Q -0 Floride Regl4itered ArchbM chrim Licensed Florida C..vil-.M.ih. C.IVI­fl-khn,1Lh1Iu I CWVIWCO Method Onkeftn *41 Or k�iMg a 0 ja PrdenKca� &ginew EIM"I$fL%*Au FL"SMI.Rlftzd�at FLWSU2,RltP,,&Al, . FLSN4l-R7 Products for Us, A-1-M for U, ft-0 Oft", 0imall Aimf4mv Alisairvitill-lia Int AMM.41-2.�vu knmi Delimi 9NIMANWAMI AM-�dtmUt* AMOVid fifir Use am 21= 0 21 (-_ 3: 21WMUMUMM AORMULMLM ,t Aopla%edf&rUm AM 2UN $me 2 PtOmm MOU NWkKZAUM &WSWO RftAe lrhpthdl� PredLLI poopc c 02:=, WWI illustrated ill lintit OLtsia Kok" ftt" Yee Yes ,Yet Nick AIRAS Wirral hmm,l", Dale 'llp" intillirput wuda Hill seauat Pm�m §W fr42aM#doLMnWorftM plomt poscrimri C�N&AN C"dw No 73. 7`2 AMII R#dKm Pmnur# (-_ 0 -9 U.............. - UQO 1 Or . _%r or 0 i2iglititc i fillodel, Norrile al a Thermal Fiber-Clmnic and Si tood -SW "tW Deserbillon C artuat: IlixPIn Nominal ftM.8 iliquotirlon4mallactfiCAipt Opaque 12�311112,122 Dale Is M 140 outside M W­ ResOmbn t,k, ervwLre `.�A fLuge V.yl,%N4Kxgs1Ard�, I HS TO Il �d 11-9. call IT,s,,W1,,!,�I,v, r""W2424 Nit ?a NO -&"a I 185pw I-doned GAGS 011,01,1023 ri ya No .6"a = - - I -+--' %4- CIO Compiceft Edge FftM kam Single Dow 0 > (IninariaTiOutaffill X coillf-gulatoini '.)ymTt,i, .SQ 2 ty Thwwd�TrAi RbikrLCla"l: end S, " -Stw Norninalft4lWis &quot N­ I,vtvvlii�uci I 2M I rM No Yes No NA - Composite Edge Pnookass.14r9lis Aor .0 (1) (3) L- * Sd#IW&) Iinfi.nc.gi-),ft.A", XO, OX at OXO -F I M 0- 3 Thatmel Fbet,Uoosit *net Smoth-Eftr cloinfig-ii Nani"Itill t'son. 8qL,O�NOr,.Inpa0W*cK I i'.Ni No yes. f�jo NYA CU 11102 -I.- 0 - it Ll Opaque �,�: � lail,91I [,ornpovte Edge Double Door oft or - (__ � 00 G< .t.hout Side6im (i�rg*utwing;)Otor =0 _0 . - waqlumtions) 4 d TherrrpwTruViber-Clysm and SrnDodi-Stm No.kol ?&'M.0 liquoit N,w lin %�j,l,icu,,� C4,oiI I Mir= NO Yale May WA Composft Edge Ron, i; 1-31r.,V, Dro (IntreingeOutatliting, X con,i)wat:�� 5 a Tr�Tm Flber.Ci�ic and SmooM-Stu Nothiral ?&#3PO &I 14oI I,,j­,iltqu,,l, 1A,li lZ1,31lifol No Ym No MIA, CoMposde Edge Fittsirel- :,,anglir I Ivor wili SKWRD(b) (Inantrol'Outawng, W. GY, a OXOT cofourebons) 6 1. Therme-Ttu Fliter-Classic and Straider-Sar r,orminal 5&#3t,oaiqi,ot.Nos_imp&:%quor opaque lZI31Q= No Yes NO NfA Flonds Department of Business & Profess4onal Rog,iation ll I , , I Florldla Departirrient of Business & Profew,i,Dnai Regulation al.pill Floricia Department of Business & Proffooslonall Regultiltion so"Inif Curpoula EdV* F;Lwgi� Single Door Blulding Codes and Slandardlis I ,,, ,,:, Hurilding Ccedes aroij Staticlarde ie�=1 Building GoLers sind StandlOWS 1&2021 Orka.rig(Outti-g X,xviligurlation] 7 g. Theme-Ttu Fiber.Chmc and Smocith-Star Nominal U030.0iliquot.hor-Inno"Quot Opaque 1241 r= No Yoe NO Nfe, Compontur Edge F,bwgi� S,I Dwr nYth, Product Approval Appbcagm Deti Product Approval Applic ation Detall Product Approval Appillicalloin Detail �;,jrllcn(sj linsitung/Oults-ro, AO, Ox ,,I OX0 . I L I . �, ", !'!! 1 I I � � III I ,: ­ :�!!:7i 7 ! �� - %,��,�1:1:�:�'jil��rl�!'I�l�t��::,Tn"r�!:"'!�l:"':�ll:�����'.�lL�..�l�'r:�,",��L�- 1 17; " �,i 1 pp:i l��, �-­ L . L - - I i X . 1. , 1[,,,I���l�,�l'�1111111�'ll���ll, �:I', I "�l 1111 , 1,1:1 configurations) J, IT Thai- Tt,j Pil-CLOui and Sinnal SfAr Nominal 811110i &quatNon-li�pa�tSqu.t 0I 1 1��irllk'122 NO Ys* Nil, WA Una" aAg" I I I . fLing4tti � ::: : : � � :: : � � � 1� : � :.� � �: L .::, :�:: E� � I�:: : . .. z., �:: i : .: � .� �� �:.:: �-,�::::� : , � ,: L s �::: �: �:%�- : ­:,:j::l I ,I 1 l�� !ill I , �:: I � , I li I � I: i,il �,ii:: [ I 1! ��:�; ill I! 1 1 I l:!; I ....T�i�i!�L . :, I �,!��I� i III I! � ;:I:: illi�!�,1!11 I :: Compmft Edge Pbwglon Double Door with or Q" I I I Entww 2ds 244 nAt latudhey "it fdk I I . Enw, I � am au Dmlopwam ik" L um � L! lolxx I IN& III ug&2m*M '':I', I go wi&OA QdOlfte flnwMnWOutgMng; XX or QAXQ I= vorMorl M�ufmi�im CWA*d lidegiLUISM KW*Ntk Validated higmad 11"aluslit Apjgrpwd a" ita Vwgdim Mwm%ftm c��ed Bndmam IL Lk�t Y&dlded& YA&ddfd bmwatftd F&C A�wd saturated ma Varl wwwwwra "MM UMUKAIa= YgmdgLk Vdldstod jilead FWAMM21 corlsoulwons) Sam hum2i am 0 1. ThermA-Tru Fibw-Clowc and Strocirly-Shis r "Inal Mari A iliq,lotl4lon4lopoestficluot Glared 11111314��12.1 `�Ql ill" r4( MA sitrilmneri 26,10 Ti nai,sirms j ... Ro..O*, Iftimill-Oade III CER hUFfi�lhdo all -VAL I 1,00Y.0213 11 05milo 11MM20 Appri"i'll Rei 20.10 MIT WTIls- ..d Door, Sill string. Luis R Lonses. PE Stewen I Linch, PS t (A IIII i1W40jTTVV 111i I ;I/l NN20 Appromd Alf"m 2D,V PGT knouslill Ien, Rotational 11A.me-eal acco CPR kft--13.M W-C(I VAk 1 tMOD20 ivoi 11011i approults C�ip,,,Nit, E do P F,bvrgins Sing lial Door ­Wji __11 too-m"I'lo (706)315.2astly calsivI ­­' ,,r i7 )iio I, 3.)in PIE `Y?.NI. I I I 7) 31716,15. ca.gow imnd� (1041�08-1011311 UAIII 115.2"10 (liewelongfOusiollikell, Xoonloonal 5LA,CTM.VI F­w Inausliscap,ixi"kiln"tc salin.."'ry, Y,,ill t,Vt,,�.'4rr­j -,Yn lubCaNeW. L4kol"s ltz*wv4appl"wwcesl. lu I Tk,e,,,��.'tuf-lLe,.CUI�Wt,�dSn=th_-iWI NomhWUS39�6&quMN,,,-I�,rQ,�A,,,a liallad 12*112022 No Yale NO NIA c�vill- "a"! C.Moom $A* GO ues.; om Sur vun�. Mi L,4�"�, Rill wii a CWVII�Nathod� Cwl*cO� khr, w u1sitho 01TI cornposal Edge Fib"la- �,%;i, CK.T, -,Art, ',,rkU 9 "V,.,-d Arollell or . LiWil In MIT Skilestal prqarungroupk�'I'gr XQ -)X a r.,tf--� F"AM kDdLKU rlinl,,�­,N L-Ii,ir- E"41j-fttmiiLl 00"f�CUMUDFIS) 11, 11 I The�.T� Filder-C4asaal and SrYooth,Starr Nor,nal fi 6 &quoLNoo4mpwt%q^ Glazed �.,)�Ilr`�02 N" Y­ 'k, ll)il, IAWALAIMLA= A-P.V.j us, &AW.9� I...ol Li" F�ISMSpakIk-�,t, gwwkAlogm Anorand for UM &QUWMLLKAU IM= gom Oc-poete Edgry �,Wglam Double Dollar with of aw " " -,". III � W�� flitioduct bnLdmm C.Thriart Exull'al-cal, hin Ilvi 0-414,kltyllz Fty,iw,m liensn", - it" Product: real NLWON Or Mm Product cowEdw cannot tmratlon Dal k1jil %tab-M" 861mm PF#KLW* wOh�AA Sidolfts![l n&MnWOUtWAog AX or 0XX0 5 P .f., ii! � � 'Ary N94 Wilroclicar 44MI?U1 yel, �lhs I'm NA QualitYA2�rama Amu,sdfw us Aw,ftd t, the IM-t 2v= 1 Mulant for All DOM ad fflefcars ALIN(rum Mullift 11512II Yes Y43 Yee WA mnflpuraftrwo) lot pl.dI,ju,w 16mb.-ho- IlludolE is.1.1,110I Contraut litioUffil Oal* arl Wisi lt\f,U N,,kt.d �Iru 12 'L Therrm-Ttv Fibw.CAnm and Smoctly-Sle r Nominal 7U30:04cluottillin-jimpact9quot, Wi 1?0r2072 I Y" No NO 2 11764 ­rlliii 4W11IT.,­ P"i- 1^11.111111�4 filn, Yen; Yes Compoft Ed" Fibovim Single Docar OwmnoCvWwoo� X otionligisholl 1 , mi, Thearm. 7,. Folir-Ceal and Snrooth4fter Norranal 79036,04q,othion-unpladi Olasund 12,1310022 NO Y - I To Ni,h Composal, Edge P,bwgins Sing I& Door will Sideliti 0 mowngliOutswiri XO OX or OXO colihiii.rautIrl 14 m. Theffe*Tru FIbw.Ckmic said SwwM.Ster NoMh&l U036;0 &quatt4b,imp*cMquo� Glrli 11131 fX22 i'c Y . r Tin WA c-poemal il ri"iti_ r.,"k- c-, (Inwn*fD.b,wng, x ooritigunatichl 1" o, Thoml Fiber-Clecil and lintrtolh -Star N�nalLx&N',iq,(,4�q,,ot,Non-irnpwL&r,l,rLa Owed 120I No Yes rii Nim, CornTpchu%k Edoay FibwgWm,%qlo Door leffift Sidelook(a) (I nswr*K>AovAngI XO. OX of OXI, Florida Departiftent of Business & Professional Regulatory r,A,, .,, Florlde Depsifterill of Business 6 Proffessional Regulatior raili Florida Department of SLMWW.4 & Plicifeliallonal Replation par I ,12 im to ThSrfflb-TrU FibK-CiMle and SffloOth-StOr oonwoLwftons) Nont"al sill Squot,Nci�ImpaeSquot Glaxed 12131 .*0_12 No Yee POO NITA Building Codes and Starelards Iai 11iii,cl,ri Coni hind I.itortrerdl; IGGI Building Codn and Standards low2mi COr'll"Ift Edge Fiberglass, Doutl color Y^ or wtrAd&4el"�nvmtWQwtwng� XX or OXXG ProduCtApproval Application Detail Product Approval Application Detail Product Approval Applicadon Dealt W configurations) 17 q. Thsm*Tpj Fiber.Cbmic and &rooM-ftr Nominal 08039.6 Uluottilixt-Irriplocklirquo� Opaque 12,11,2022 No Yes NO NIA I I I - ficaa-L I i Ill:: I I I; I I I I II :, I I 1 11 ��il ,Ili,ii�,iiii,i''":''!,!!!!'!Il:!!�lI��i!!����I i I III I I , ,�,.,I�iiii,,,,�,,:,I�'l.l,�,:��,.;!,�.!!�,:���R,!, _�k,�,,:,'­,. � Compostitto Edge FlWgism ShOl Doorvelth TrSrk*OM 111AVAIng'01AIM01119; (YXM?4fgUf&Wft) , 001111NOW, � I I . ,I, i"I'', I , I &ZE&M I :!:,'I :!'; I I � ­,Y�l ,.��7 !:Iiill§ii�'n" `I­'�L"_ ' " , ­� .".-L'. I 10 r Therrinai Fiber-Cimec and Surtootti-Sum Normal 99#31l illiquotWit-himpoodesicI Opaque i2li t1i't Yee NO NIIA fdmk itril a 20 211111i CM-�mocs Du IN* ertit. - am am a" P-d�- us Q& Paul, Or go 21111 adLaw" 211111 cclr,�P_Ool Edge F-b"l- Single Door "ads am xm3km MIMM" Contact, LW&SUAlifialgia xdgdmm xdg" ammmo :WAAUQM hoom MAUM am varsen elealthei rdmud AnamffAllum vaike,biled ft kdid" AL&LOW FBC A.. --A Anatakeali aiiuk Men, yrvoc MWUUA OWN kgktwAllLM youtia mdwm 2wm2nm MKAMO�" MRMwd sm FI,i.Wo(.) and 7- ii- (ir.�W.ginut-,.g. 01)(0. cxux or MKO lxsrffioureksorus� %,Asian 2W imos Harl lauldill; Prowas. in, C"boOl V Ari�r-­ Ton Joi Southard, P.E. 0I)OSWN iW1002(i OI)WOlt one FBC Am. plemsion 2020 Alsift Nick Thompson Lindlen F filichmi P.E. RW J i P r W U2021 OZMWM21 0213i W3/2021 -not-d Ritivivion X20 GAT, mkowskoh Row NWN"A John W Kfmwovkt, RE lVaCtiri 0 W., I Ii IQN=020 12111,11i ApIXV.d 19 a T hatirrok-TT. F bet -Ciel and Snamn-;1a, Nori B&M;B illicluckfillo,i-Impall8q.ot Opaque 1213112(L'I ll ',si� ��, NIA "Nwr. ftnto asters , set, 1.0-6354 clal�a 166L, . ­,­ �'? 7! � A � callagai Ties to Wi TWO) 922 ZAD PE-4341111 4111IT3) 707-155M ,..V.Y. holue's (am m;s441 Ill I 04 (04) rn-0224 composite Edge Fiberglaso!ArTills, Ix- won Oibftspw. sitting crairicalardscilikentiviihord ll�aociatljri 'Li�II4. ­,1hornp-assid-cil 8L6c4"1,y ARrat anerigion. MIAWNQgd.wm mi Sdn�Ws) (los,AngOOLd�,sq Yi D1. In, 0X0 Cwolwct Nedlat Evaluation Rosion fort, 0 . - ra,t,�,l�,00mat,m,i i�,­­I�nj­l­ , continence Method: F��fAlm MGM" fto a Caftnuous Head arid Slid mnAgumtww) FI.MRGOM d,V&RwlwsU�NdFWOG r�,,I,,P.,��.�,.�.,��,,I�,��,�'!"�""�,.,. FIOMSRPO$tomdArdul�-.I-.Lio".,Jflogda 20 t Tharmes4ru Filmor-Cistalle and Smot�Sftr Nomflnelfteldla0acitentroom Impod"oot, 0II 1122112= No Yes No N!'� P,.M"ww u�gh'am r,rini ... ,­i J.,o"-, Professional Engineer :, (�ompoeft Edge Fiberglass Single Ixor with Sclollikool 0 rmvinp4Ouwmng, XO. OX Or 0X0 rL,"3iV2,R$N,d,ds �ijwls2f2 As iTtranuct. F LINN Z&422 Product, Contrinuous. HOW and &I coryfigumbon) QlWltv Amlaat iligargirsoCia Us A%NMML19LVII still piliquiI cajimitilAs-earic, Aulavul 1, Yes Asu'l,"d tar User kusi 2LVM OARvAsswmm ANN*M for UN Amrmwfwu" amem 2niM . 11 u Themots. rru Tilbar.Cloal and Smooth -Mar Nominal Ui Squalt Non. IfrV*c"qLpot, Glazed 1 2 13 I , nr22 No Yes NO WA 4-MA Er ol filtrial,aultim W NitrA FvoakKt Dlimiollo Ccrbut gotOW Date In Kyhz W90i Rt%"IMK Fill 94 q# rt.xicA Mi�", "-t. Ili Me- F4.1 .1 C.", I C"it-1 Filrill,W�,?"pal. it, ltvel� f)to,ld. H� I F"Mro aw Product MuchL Mundw ar Nanne Product Dn,,,w- C�-I r,drdimCA, in h*WZ cl'Ad& ff" Resb"k Pressure, COMPOW&ECIge Fiborgt�Mglo DOM WIM sdmws� (ins.ngtoumwrbo. X0. OxorOxo 1 C-la4,-k Let ',,i,,q litto,-lon, lop,liciiii 1241,700 Yes Y-4 WA WA I � &`X"rL7'r4i`Ol �'*.N` . 111ilIq1!llI.11.l41 III* !.'.`W�W ��r T", No MIA I GAF Asphok Md &,iftV., Fiberglass mmtamd 3-ill lorni,al Insect end 12til$Q072 No Yes NtA "I c�omtinwovli HOW ardi bell corgigurWimm) 2 tfwd,Fl,,k L,j Sidi,ij lbn. ­­11 ii .'Ging lzoMm Y.. ?�- WA .,." Z 1. II-111AII-11 1.��,I', ""Ir, ,,,,,, ,,,, .,,I,, -I'l 1,1% 11111�';L- 1,,, Is. No MIA tlV..so. lisp... -.a- 22 v Thiimm-Tru Filber-04assicand ormouth-`ii lJomtraI8&039,0&quczMo� Irripacielliquor Mozed 11MIQ022 h" Tr I�i,, N)A 3 � 3,ql �ilwsl Ofetiij� S"c*d&931;. Soft vilrecirl Visit S'llit 1113WO-2.1 No Yes No WA Composite Edge Fiberglorin Fail Fit" with 4 a lWitucto"Itual. 5�offit VOT Sol links SoM 1 n1rM3 N. Yet No MIA scmw,Kx) �(Iftwinwoubwng XO 0A V Uxr� 5 I A4�4.Ch-W 04),to-or. Will V=Sdd is V" Sao 20i P40 Y A No NIA Continuous HOW and W wnhgumbons) 6 I, 9qiid:S'P.,-p_&q.0� SON 'V- tOr IS& Val Sol% ?M,202S ; No Yes 14. MIA 23 w Thetry�Tr u Isiber,Clayok and Sirsooth-Star Nomilrua I 88IM, 8 &qtKt. Non. I irpectilquor, Opi 1=1 I= No yeo No NPA composite Edge Fibergim Door PonalsvMh Vitrind SdOMWA �f4�DPQUWAMM2 XK )MOT XM gwrw"i,Ms) . - - 24 x Therrrw7ru Filow-Ciassio and Strooth,Star Nominal Slisli 0 9quot, Non. I nipassilliquot Opaque 1:1111I�11)11:1 No Y" No NA Compoob Edge Fiberglass Door Par,ob livitin Vertimad Sdekla(*,) (InwAmgK)uWvmV: )0( XXXw)00(X ow&e-,"-*) 21� y Tha"r&TwFbw.CleuiesmdSmwth-Stor Nominal 1 nili 8 Squel, Non � I rimptilmliquot Glazed I2J31,l202.J No vs. NO NlA (�.�powt& rai F,bn,g4. [Ion, P.-N,41s, .-ted .1i �'e,Mk<* (ln%vAnp(Oumvohg XX XXXorXX)V Florida Departnii of Buslirlolss & Prdmional Regulation il." 1 " Florida Deparlintreant of Business & Professional Rogukit()n Paw I d I Florida, D"tIMOr$ Of BUSISIOSS & Plinfessechinall Regulation, papy 1 at wrifigurations) BLiking Codes anci StarKkuds 'I'll'i", Building codes and Standards 1,541i BuIllifing Codes and Standards Wall 20 L Theurroll �;bw.C;ia-I.and Smooth Still Nominal WAN.08quicktion-Irrip"o.of 131-1 126112022 No Yors Nk 7 NiTir'l Corn pooft Ectilis Fibergism Door Pil reft ,th vrin" Sdoliho(f.)�(lns%MWOUh�&ky XX.,V,X.X>_XX Product Approval Applific ation DeUd Product Approval Application Deftil lar coduct Appeovel Applic ation Detail ooryflaurialloni I I I � . I . I I " � I , " 1. ­, � I ­ 1". �, � ­­ 11111 1­1 11 11 I �. , I I k 1, I I—— 1­11 Ill ­11 I— 1­1 I I 1­1'. 11'.- L��:11 I 11­11 - � "' . ' I I , " "'I'l ­"' L " - - "'.11 -­ - ' ,7 mr. T�wns-T ru Fiber-Classio sind Smayoth-Suir Nominal OWN: 5 &PjotNon- I wpmMqwt Glazed 12,11IX20212 NO Yes W WA , Composite Edge Fiberglass Single Dow wth 311,4139, 0 nXILUM I "Spi"i � " -i . ... . . ��."�'�_: ��'.�:��.' -� &mom , I.. � �%­"_.,��,,L;.* � _%.j'�.., �­�.T L. L ..... .. . ....... L I . ­ � -�­ � � � - ­ � - ­­ L , - - i, . .- I . � . � _. I - ` I'lli­ i�:jjlilllli:��::�-� I! I; �ll::I:,!:,�:1:1�:,�,l�,!I,:!!:����I 7 '�,', " ::::," I ­ &&-49r(%) rl ns"nVO.tvairel XO. OX or I L-A grar or Rau 20 liess, Pef,dm us C,20 enft or A& ams Om ponedric "Or 1, ::I gab - . . I &A& or I , I:'� � �. L �u 2n RU.Mism m 20 = Thermal I ru F par (;uhGuc aro.srT Sol, ..ftt.Ah'i No-na I 6al M 8quor Noi rrpooMqtoot Otaxed 121i N ty Yes No IVA ZM Vn,- kUr,bftm cwtag tndma A Lkwat YA,Witk Vkddtij SubmT 13C Aconstial A-linint agn Zook V,V- N-F,t,- Cwt*w "-,A Lk- vAdAm lw vowed submitted FBCAMI-* Ap,w,d Alma MOM Version Pkitur-hipwor carried Motor A Ulliefted AOMMML& YOM" *A"4m MCAM %am C�inpoWe Edge Fborgleas OcAsHo, Doe, *M Re,+- 2 0 Al I AII illuldin; PrW-N LLI�' Karl, Uses A obsell NW*w �Isn Vill. rillian"I'VIT. VE ;Z,'II,i11II I .� :1 � I ;,, i 11�12r.li 1�11�__VX 4;*,-,l Ra- 20"t Lk� Triomplictri.111,; ,t0�lnj1,iT,lTtTIIN,rIIo,I1,4 foll, i_TV'Lli "Acl.r, R, P'lol, 14i 14 Oro uL � ii oill hX"Zo "i IIJQ2�.Ini 1'., 1!,ray2o AWOM4 poltow 2020 Floods Make PPodidS Ift cli Jones J me, L Bucket P E,4 oreYe" Ill Ur" PC ofili9i 002WX20 IOXO=20 1 21161A70 App." W39:0 Sidvkbm #r�ri&<)uts.ng, 0XV1 cassegal Rocano , " i7l li ItoWltill, L%154)112�6224 Ii 1:11,rsi, -0i e +1j ?41, �4,6 ll� 140- - ,,I "Iiiiii"4 C.i.q�y� R..4no ;­Ii?��Tl c6i cnv­­, 1117, 31-0454 owfoxdon) "C.tsw,v. tjnd�IanxncN, k- WoVP­#."Tm, r.1,yTOV. I-io, I 1Je,p)jj­4.il_INQ­ i L Pulaiiiiallogri -­i Accan-lit ill .. Tal C1.4c"�- PE 31INJ 29 ir�. Thomas Tiu Fibg4.Clasec and Sn-*L,O-Star NominalUMOsesurst4on Imple;134%," Glazed lWt1= No Yee 11 NJA cmv4lw" N.*O* F.Iucybon P.W ii- Silr1r.t.Wity. �1.011, I,. .., ,­­ ' ,',,- I lrdV34 Pori al Rmlog System Compoeft Edge Fiterykam Single fx�x .0 �,R#',-)q 0 ci� 0.0sinint. - - I - I` I. n, I ."l, . I zfl'i. W.A,,; "'itt'', C..VI-Moftc&- Eletill P,r,*fr-. SclefINI (I n*w,Tq10.ahRvi XO. OX or CX0 P,ct"s�W Englinotar corplaiincir Miami k,%uliolin Repor IrIw, A FMdde R"kgbmdAnh4�l w I L-wid F Todd, 30 zd Thw�-TruFdw.Clmmo and Slyrooth-Slat =.Ii I 8&A;U&quotNof,-InpsciAqLot Glated I_IIM?r.121� NO Yes No NIA alone 111.0shinid �.hftd T­ U,--d Florid. Prolliturcallif Enal Protataki ii.o�- Composite Edge F"Van Double Door with FLO12M. 1PLIligiiii LLgzLAxwu2LUMM 3&iW,O SidelUs (Inrmre.).t'�'gL I Qui Airsularil, Aote-dit, us, AM.Y.4 for III "ll Othea, f LW W"3 Products con"Questioni combat Lwk&Uw Dale %tylor Hill atim.ttim lk,,,,*.,� MMMAUW= A=ond to Use Aawayed lot Us@ to= 2tdM 31 ze. TrwmA Tiu FpQ(L,:IQnI jflij Smooill Star Nominal 78939.0 Siquatittly�Irnpactilitch.4ot, Shari 12)31=2 No Yes. r � I,IA Aw PrWwtktdmL hatialcor a k� lihsVOIKI Di,tiLObn OrIvIS02023 Yes 4 lq�it 1j,,II ouslInAllaurdill ALm,wdfN Use Amsytd fix Use bma 2ift au D�a�ftmobLOLOM saiiaikv4aw Cl,"�l", "n", We 0". Bubm %U= I---- 5shlk� �,Dr,ki,oii ElgaiGtozold FibotglauSing* 7,�f ^0 <4 .omul 19" 2 Sudielill I TAMKO Roce UrsOftWnWh (HVW) ROdur-jcTI.0'OrT;$f­%e A FPC HINI-47 joruldicom. 3-0 r'-aduct MOM Want Or III He net ful I'll 1O."Ilooft.r. C.Tir .I fgtw,b- ex, ," IIVI ll Wine, al"Z pi,,I,t,d EnagAL 3 3- L lw:Rv 10 Rk" vdrd&(Ivcl: AkftmL" Ridge vel O& prochard relys fabricated to.. a 02V Alumatuen W6 4% ! 0 B 101I (Innmiig,Vlwum"p X OX X0 o, L)XO confilgiaranions) . . TAURO Ill Und.,I.r-,ft MON AAl � Rco1I_,*d.Y.­(, f­ . III 7 P,^ no, iNW 06%nm No V. IJ a, ills 1 . I AWQ Pat RQ1 V,i,'.li LAc I, I., TAIIIT�Ill 4oul"ll ,4' .* ii i t�.,,ol! Ai ii �.-,, 4wi.litil"'Ill 20 sa. CW)III ,'Oli ll� Y as, Yes NA N/A WA -ol k f-) /,\ __ - 1"0"M$. 3 FAfti U1-ft0;;ORW1d%,(�4lh Salk 20 Off. ma",.Wyewlmw Wft intewottobwo t*MI2020 Yes Yes NAA MIA , ili 4 TAIII Pict,nd 1eq, r,VLRkdA vort,01h PAW filir I'lil, 1,1 u, -, f-f-Illai ,,nth h,lal 01TATAMI'll Yes Y- NA �UA N,/ V \ VII;IUAI- pl ' , , SSIl`,1 -� . -1 A-siI '1111i , I. , -- " ": , , tippro I nrtu& � - -, ,,rHI all . Re "I , li. j ( 'i, I . 1_1 F c, r 7th � i piia!)S . . A Zu". 1� .. ,oto Me. ,, I , for ccri Qit a3 VIIii-I '' I ­1 K,ja-h "lle PA2300 Debra � "�;_ l 0 % I I - r1crilde Departivorrit of Business, & Professional Regulation ".I.I., I rt Florida Depariment of "inesis & Profesidlorial Regulation asselli Florida DeWinent of BUSIness, & Prollmlonal Regulattlon - bj Point I of I Florida Department of Business and Professional Regulation SaIlding Codes and Standards it­�.,, Build,rariCacmirs and Stardsids 117=1 Building Codes and Standards Edition 10022 Wilding Codes and Standards 3/15/2022 . I Product Approval Appilt.lai Detail Product Approval ApplicaUm Detail Product Approval Application Detail I Product Approval Application Detail U) itimi � - I fA.07"1�-.Rl? . . . : : � I :�I:�,:::�: �:;',',� I � I ,Iii� 'I I 1 T I � I I I I ::::: �iii::�i �:il� , � ::::: :': : : am I,: r I :� `:.:,I�,�': ::�: ��:: ii: :::: !�::::::::::!::::::::::::::, , . I : : : ::�� I,.:: ': �� , �� , 0 ,. ": �:,�: �:I:::I: I : : I , � I:� I! 2 � , ". r I , , ` ...... I 111" I I:II�:,[%� . 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Mar Robinson VftMr A."M it A, P 5 John W xmaebhNci); PE 00,008JI "A12020 IOAI 12MWZ20 Apphonshil W 9292 Ell o 2M 292 QM 2iu& Status C-ir., .111AIIW (Sol) "3.a I 0 PE-31242 , 1�1­1'. ,:­gli.y,,­4nW !161 ��rl�,Ijl ­11fli ��11.5! IVA 1%11 calegirry sh�ftkms (04)OM7W Pli (964) 772-6224 NRI VOMOn Manufacturer cc faginear & Validated @X YbUdated Submitted Pandin . ARproved Approved Suincatoorry-R.AroAs-W.thol-an Im.grol olfiOIM* Rowpg&yvom affineloorainct>oom s�OA7.0port: R000ll Ties C.*I-M.M.d- 10 I I ,, 14". ,­Q U". I ,') TI. subc"*ry 511- -amels, Cam Method: Etnksol Report fronly bityrobitheonfooppentc� � Revision 2020 POLYGLASS USA killaury,Alpert License John W 1 =W020 10fZ8202C FBC 121115)"2020 Complini M.1h.d F.W.01con Respold tom. P.a.;n. Rip.tecim. P-1.0 E,tal,aedon Enter plionre a F lorldis RegwetW Architect or a Licensed Fkyrda Categorr. 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",45 5, seftal 5, w." 6- 8C $4115 MqC8A3 5 w%w 3 SCW2-547 SCM-51"IM SCR12-51`114 4 wws IS WWI 11 19 sm.,*, 5-ic!Q.Z.Y440.� Nkt.CT026 I � sp 143 5 1 4l 12 XLSI�434L'1414, W0780104 13 XZIf,1114 W',-FVN64K X01SI214 X0IRi2IA-39K XOMI"kX07MI"A.W, Y`)I 14r.! ?:4 X.�t 1401 7 'kK YJ,,l 121q1,1.24, X01 1201"4 M X2461016 5K X1611016 XIBID!0-4K XISI.'14 IwrQdKGj Deacnotm Y-P AC#Vft Adhe" bt Concroft or -aroomy .41, r, pealy 'Ad heowe to I - a" ry Sr. I xv l I gh-sn"a EOD NY Adhel"M NX wwwry ftamHW. 2 Wildgm A,,ew fm -malvortv Tian 2 alonew Afvhco flop Cwc,cft Ton HD Homme�%Dov -'.c-fm Alr*n, "r m wv-a "bev m �V.A tvirdemi,,il, Than'Noba 111now Aswraw fo cowftAr ar nmomanq 0010116 T, OPPOV SrAe.,^ with an ca Ill #12-24 owwre,,of ".r. I o,rr.I tIwI Y.WW SO4-ni'li"o lrapry So VM VAO* 05 CO,4 P w,*, o ri 0 �. oTgw Li,.# �,wtot � *x WA Orof I 4olld 0 11 - 14 pio Mg D N 4, X.iv, 1,;l OJL, rn I III MCI Y. w al q.;& -1 'N' Fnj T app�nq S4+w^ v" 06 Ck all,rigot a rrl lAva urn D t, ww� - lvx X, wi 4pold OnFolis FnwNV " Suat son% Fnwro rlood-Ckl 9 T C 18 obxl 012 1 A S" D. o fI4WJ k) C; S SeP Urclr;, stow 11�!wc Com�wgar% ftd x0ft wol COWWWAV bypol's Frallwq MOvICop CoArlockv 614 14 StMn -1 4,ev XL61 I !;t1,.)UdFV;wV S*V DfVq, TaPtOna &-lawli AfI&I 8 41 21A a" 2 17 X Meltal I1&JF4)r4Vlq TVVrg S;c� Cn, E� 4­0 C/) M > 0 L_ CL 0 < L 0 L C/) CIO En CL LCU LLJ < z _j CL SHEET NO. PA 1.2 MIA PRODUC T C ONTROL SEC TION I I W� SW 26 SWOK &0ow -102 DEPARTIM" OF 5MGULATORY ANV K C CKM11 C RE SOURC ES XM) U[MM Flotids 33171-2474 DOLUM AND CODE ADIM41STRATIONDIVISWN TM6,%319-11500 F(?SM315-25" NOTICE OF ACC*EPT.UNCE (NOA) WWV',nMMAW#.R*Vw*a8wV PGT In4ustries. Inc. -NOTICE OF AC CEPIANIC E: EVIDENCE St"B-NUT TED 1. Evidence submitted under preiious.NOA A. D3LkWEqG.S PGT Indus tries, Jnc, N'0TIC1 OF ACCEPTAY CE., E VEDENCE ST1B_VfTTED B. TESTS (continued) PGT Industries, Loc. 1070 Teckulogy D&A 1. Manufactures die drawings and sections. 5. Test report on 1) Air Infiltration Test. M FBC. TAS 21) 2- P4 Nordi Veake, FL 342TS (Submilied tinderAWAX& 11-0107 04� 2) Undonu Static Air Pres�ire Test � per FBC TAS' 202-94 Scam: 2. Drawing No. IM-5570.0. titled "Vnit Sliding Glass Door NOA (LIO)". sheets 1 3) Water Resistance Test. per FBC. TAS 202-P4. ThisNOA isbeitilgis'sued under the applicablerules andregulations jovemingthe useof constructionmakrials.1bi through 21 of 2N, prepared by manu6cturer. dated 10,105 1 5.,xith revisioll A dited 4) Large Missile Impact Test per FBC. TAS 201-94 docuinentattonimbmirted has beeamiewed and accepted by Mianii-Dade County RER -Product Control Sectionto 04 0 5 17, signed and scaled b y A - Dymn 1% hIllei. P, E 5) Cyclic %VUld Pteisme Loid ing per FBC. TAS 203-94 be used to '*Ijaau D3de Couam, and odw areas where a,llowe d bv the Authority Hwwg Jurisdictim (AHI) 61 Forced Ewr,' perFBC.TAS202-94 This NOA -.hall not be vakA *�er die expirawn date stated belm', 'Die Nli auu-Dade C ounry Proftc t Ccutrol Sec um B TESTS along "- i t h =ked -up d f a ww g s w' d init alit Ion d ia gram of %inyl sliding glass door, prepared (In Muum Dade Comity) =&'dr the AJU (m was odw than Nlipsni Dade County) re s e rve th e i I gh I I c h a v e t h I " I Test report on I � Unifonn Stitic.A�r Pfe.,,�ure Test, per FBC. TAS 202-94 b,*,FeiiestratioiiTe;tui)zLit).iiic Test Repor No FTL 8549, �ated IV0615, signed and product or nm*xW kved for qualih- asu=epu3poses- If" prodw ormatenod D& to petfotma the accepted 1) -) Large NWsile Impact Test per FBC. TAS, '10 1 -94 - sealed bv le.ahlus Ortega, P E. (Te,,t report revised on 1110445 and 011146) malutier. the mainfacturer wLH mcurthe expense of such testing and the AM may immediatetyrevoke. modify, 0 t 3) C�xhc Wind Preswre Loadingper FBC. f�S 203-94 6. Test'report on 1) Air Infiltration Test, per FBC.TAS 202-94 suspend the use of such product or malerial within. theirjwisdictou RERreserves the rigbt to revoke this Anna. with markrd-up drnw�igr­ind m0illarinn d iiamm r)f vinyl lidinp dom jwep.ireli 2) Unifom Static Air Pressure Test. per FBC. TA S 202-94 acceptance. if it is determined bylfiamiDade County Product Control Sec tion that this pm&x t or materla I fa i I!, to Illeet the tequiremem of &e applicable budding code. by Fenestration Testing Lab. Inc.. Test Rqvrt No. PTL 8-1 . 3)%Tater Resistance Test. per FBC. TAS 202-94.. This product is aMoved as describedhemmandhasbeendesigited So complywith the Flotula BuddiagCode. sealed by ldahni� Ortega. P. E.- (Test report feviied on 021 " 15, 16 and 02 '24p, 16) 4) Lwg -94 e 'Nlissile Impac t Test per FBC. TAS 201 includingthe HilliVelocityHusucane Zone Test report on 1) Air Inffitratiou Test. per FBC� TAS 202-94 5) Cyclu: Wad Presittre Loading per FBC.TAS 203-94 DESC RIPTION: Serki ".9570/2770"A"favISUding Glass Door (Reinforced) wtwo 900 & 13.40 corners-L.1!11. 2) Uniform Static Air Pressire Test, , per FBC, TAS 202-94 along -with marked -up dnwings, and uistallation diagrarn of vinyl slidiagglass door, prepared AMOVAL DOCUMENT: DrawingNo. MD-SMO Revil, titled ­Vwyl Sliding Glass Dooi NOA j_N1)- . sbeeta 3) W, ater Resistance Test, per FBC. TA S 202 -9* ' by fewaration Testing Lab. Inc., Test R&port No. FTL 8.914 2. dated 11 '04 15, signed and I through 21 of 2 1. prepared by mant6cturer. daved I WD5; 15 and last revised on 010 112 1. sigaed and sealed by 4) Large Nfissike Impact Test per FBC. TAS - -04 20 1 - sealed by Idalmis Ortega, P. E. (Test report revised on 02 '15,2016) A. LynnINfiller. P.E_ bearlugthe Nfia=-Dade C outity Product Control Re%ision stamp with the Notice of 5) Cyclic Wind Prei�stue Loid U-lq pef FB( � TAS 2 0;-94 7 Test'repoiton 1)'LTnifbmi Static Air Pressure Test. per FBC. TAS 202-94 Acceptance number and expuationdasebythe �Nliamt-bade Cotiw; Ptoduc-t Control Section. 6' Forced Entry Test, per FBC'. TAS 10-1-94 Large Misule ln4mct Test per FBC, TAS'201-94 MISSILE WPACI RATING: 1ATje and Small Nkdle limp �et Re,*sinr along with maticed-up drawings and installation diagram of %rinylsliding glass door. prepared 3 1 C yck Wind Prei-SlUre Loadingper FBC. TAS 203-94 by Fenestration Testing Lab, 1w, Test Ftepart No. FTL 8546. dated 11,06,115, signed and along with awked -up drawings and installation diagram of vinyl sliding glass door, prepared Limitations: s I . See table I (sheet2) and table 2 (sheet§) forapplicable SGD unit � mes. d&;sp piessire-.5. ieinforcement� type*. seakd by Idalmis Ortega, P. E. (rest report revised on 0110446 and 02112016) by Fenestration'Testing Lab. Inc.. Test Rtport No. FTL 6638 (ian*ks A-1 thru A-22). dated i glass Types, sill nser (�ee table., B-1 Jk B-2. sheets 7-9) and anchor layout sbeeft requiretuents I I duu 16, Test repon on 1) Air Infiltration Test, per FBC. TAS 202 -94 1 t�m,10. signed and sealed by Jorge A. Causo. P. E. (Subvifted anderAVAX6. II - 2. P4d White PVC.. Tan (Non-wbite) %gid PVC'and St o%%m c oated (?ainted or laminated) white Rigid FV C to be 2) Uilifom Static Air Pressure Test. per FBC. TAS 202-94 0107. 04) labeled pet referenced NOA's require�.s. 3) Water Resiiaauce Test'r per FBC. TA", _"__1_1--34 8 Test report on 1) Air Infiltntion Test. per FBC. TAS 202-04 3. Epess, operable docn musl comp1v with win ckm width or height pet FBC requireaunt. 3s applicable 4) Large Missile Impact Test per FBC-'TAS 201-94 2) UnIforni Static Ali Pressure Test. jxi FBC. TAS 2102-94 4. Pocket walh. under separateapprcn-al. to be revieuledbyBuililitif official 5) Cyclic Wind Presswe Loading per FBC, TAS 203-94 3 1 Waer Rel-�isiince Test. per FBC. TAS 202-94. LABELLNG. Eachunit shall bear a pennaneat label with the rmann&cnweesnam or logo, ciry.state aadi�eties and 6) Forced Eatn- Test. pff FBC. TAS 20 �-94 -4 -� Large �%Iissfle ln4xict Te-�,t per FBC. TAS 201-94 folJowtng statement- "Nfiasni-Dade County hoduct Control Approv-ed". noted herem along with marlmd-up, dra. wtiles aiid imiallation diagram of vinyl sliding glass door. prepared 3) Cvckc Wmd Presiure Loadaig per FBC. TAS 203-94 PULNE'"AL of thisNOAshiillbe considered aftei a rene-walapplicatka bat beenfilodand diem ha% beenuc, by FenesTration Teoing L ib, Inc - Test Report No FTL. 89.1 ckwied 1.2,041; cignedand N F orced Eat ry Te s t. per FBC. TAS 202-94 change in the applicable budding code negatively affecting the performance of this product sealed by Idalmis Ortega, P. E. (lest Won revtsed an 02,1 16) along with marked -up drawings and installation diagram of vinyl sliding glass dooT, prepared TERMILVATION offtis WOAwill occur 3her the expiratim date or if them has been a re%ision or cliange to the 4. Test report cril 1) Air Infiltratton Test. per FB(- �'TAS _202-94 by Fenestration Teswig Lab, Inc., Test Report No. FTL 6337 (samples A-1 thin A-5). dated materials, use,andbrmanufactureof the productorprocess '.%h!�uteoftht%NOA3isaneadDommestofmypro&m:t, , I �') uniforni Static Am- Pressure Test, per FBC. TAS 202 -94 121,06,10. signed and sealed by Jorge A. Causo. P. E. (Subitiltred nnder.1V0_4Xo. 11- forsaies, advertising or any odw purposes shall automatically tern, t iateflus NOA. Failure to couply with any 3) Water Resistance Test, per FBC. TAS 202-94 010 _. OP) sec tion of this N OA sh&U be c asse for terminabon and removal o f`N0A 4) Lmge Nfivsile Impact Te* per FBC. TAS 201-94 fo bvil e DVERTISENEENT: The NOAnuutmrprecededb- * v the words Nfiami-Dade County, Flonda, and liowed 41 i) Cvchc Witid Prei�5tire Loadai per FBC* TAS 203-P4 C.UC IT A TION S expirauou date noy be displa�Nvd in admrii-sing literawe If anyposfionof WeNOAis displayed, then it shall be 6) Forced Entry Test, per FBC. iA S 2 02 -?4 1. Anchor verification cakula I ions aild iiiuctural analvsis convIvin withFBC-2014, done in its entirery. -along w ith ma&ed-up drawings and installation d tagnun of vmyl sliding glass dool, prepired piqt ired by PC, T. d at, ed 1 09 1 5and last re%�- ised oil 02 15, 16. '�igned and sealed by LN SPE CTION: A copy of thi �, entire NOA sholl be pTo-,ided to the user by the n1am cn i or Its distributors and by Fenestra tion Testing Lab. Inc., Test Report No. FTL 8".. aated I f,04; 1 -5, signed and AutlionvL "NUItt. P E (.�nbnjitteil torider.V0.4;V0. 15-1210.01). shall be aradable1by inspection at thejob ate at the tequew of the Building Official. I s;�aled by Idabm Onega. P E,, (Test repor revised ca 0104 16 and 02 11,16) Glazing complies with ASTME-1300-09. '10-04!9.0.9 and coasim of thispW I ande-.-JencepaS*5E-1.E-2.E-3.E-4. Tha NOA revises & renem NOAN. E- 5 &E-6 as well ai, approval document mentioned abo%*. Ehaq 1. Ch,,indt. PT bhaq 1. Chauda. P.E. The svbmined documniatim was K%iewed by Isbaq t Cbanda. Fl. Product Coatrol Vait $up#r-risot ProdactControl Unit Suptrrisor X0A No. N-�D.20103 NOAXO. 1.1-0206.03 %"OA No. '. 1 -0.'06.03 Expiration Dac#s April 14, 2026 E'Lpiritiou Daw April 14, :(1!6 Expiratiom Date; April 14, 1202 .06 Approral Datoillerch.99,2021 Approval D* to : Ma rc h I Approval Dam ILarch ' .69 1.01.1 Pago I E -1 E _1 PGT Indus tries. Inc. CGI N%Indows and Doors,. Inc. PUT Industries. Inc. NOTICE OF ACCEPTAN-C E: EVIDENCE SITBUITTED XOTICEOFACCEPT.LN(E: EVIDENCESUR.N11TTED NOTICE OF ACCEPT;LN&:L: EVIDE.Na-1 $1:§N.,1ITjLD 2. Eiid#nce Submitted under preilous submittal E. 3L-ITERLALCERTIFICATIO-N�.icoiiriutie� 3. New E i ideuce Submitted 5. Quanex Put Super Spacyr Standard complying -�virh ASTNM IS Then" Conductivity A. DF_-k11TNGS 0.S81 BTV-ia,br.-fF-*F. ASTM F 1.149 \%17TR4ass. ASTM D39S� Oxym­Pass. ASTM E A. DRAWINGS 1. Drawiae No. NM4570.0 RerB. tftled'-Vin�l Sliding Glass Door NOA (Ub*'. dleets -A90 I.G. Durabilitv-No Fog -Pass. (Submilied ursderprevions A'0_4N(). 15-0_4'005) 1. Drawing No. SED-5570.0 Rev B. titled 'Vinyl Sliding Glass Door NOA alvo'". sheets I 1 through 21 of 2 1. prep-,ved by manufaCtuter. �dated 10,0515 and last revised on through 21 of 2 1. prepared by nianufacturerdated I 0,05� I 5and last revised on 01,012 L 04f2)2,Q0. signed 2nd sealed by A. L�mn Miller. P.E. 6. Quanex Part Dtu,aseal complying with ASMI C51 8 Tbeauai Conducavity BR:-iry stpied and sealed Lsv A- L)Un1"'VIWef' P.E. hr.-ft-'-'F. AS7\4 F 1249 UrVTR-Pass, ASTNI D 1434 Aigon Peniranf-T-Pass, ASTNI E Note: This revision consists replaceinent of satrie ev.stuig, in�tallation scrmv with flat held. B. TESTS 2189 I-G. Durability -No Fog. AST%.1 E 546 Dew Point Development -201F w 4S bst. I. Test reports on: 1) AirInfiltmion. Test, per FBC. TAS 2�02-94 (Srebridned underAVA.Ve. 15-0-IK05)� B TESTS 2) Uniforal Static Air Pveswe lest, Load tng per FBC, TAS 20244 7. Vision E_%trusions. Ltd. Parts complymg v�'ith PVC -A_-'%Abk 303-13- Voluntary Specific3l ion 3) Water Resistance Test. per FBC. TAS 202,04 for Rigid POyi*N1 Cliloride (PVQ Ext erior Nof 0, e--1 for Vision F_xtntsions. Ltd. -VEX- 1 by I None 4) Large Nhssale InTact Temper FBC. TAS 201-94 AAMA Fenestration ExteriorProfile Certification Ncg=i C. CALCULATION-S 5) Cyclic Wind Pressure Loading per FBC. TAS 203-04 0409.03) 1. None. along withmailmd-up, drawings and bwallation diagram of all PGT Industries, Inc. 8 NTL-6011 F_xtntsioas. Ltd Paftscomplying withPVC-AAMA representative units listed below2nd tested to qualify Dowsfl 791 and Dowsil 983 sihcones. i.50nihied anderNOAN0. 15-0409.05) D. QUALITY A SSURANCE prepared by Fenestration Testing Laborattocy, Inc.. Test Reports No. - 9 PVC-AANIA 303-13. Voluntir; Specification, for Rigid Polyvinyl Chloride (PVC) F_xtenof FTL-7897. PGT PXV-5520 PVC Fixed Window (ttziit 6 in proposal). dated 09iON14 Profiles for Vision FExtrusions. Ltd.-VEX-1 by AAMA Fenestration Extenor Proffle L \Lanu-Dade Deparinient of RejnWtorymd Econonlic Resource_� (RER) FTL-20-2107.1. PGT SGD780 Altuninism Sliding Glass Door (unit 7 in proposal) FTL-20- CenificationPwgram 2107.2. PGT CA740A]um. OutswingCasement Window (unit 8 in proposal) FTL-20- 10 Notice of Acceptance No. 18-121.14 isslied to Eneryi Fenestration Solution. LJ'SA. Inc. for F _NL-kTER1LU C ERTEFICATIONS 2107..1, PGT PW7620A Aluminum Fixed Window (unit 9 in propos4 and FTL-20-210'.4, their --Tan 3040 & fthtshade (non-whi(e) 11-hite Rigid PVC Extetior Extilisions for I. Notice of Acceptance No 10-0304.0-1 issvied to K uraray Aineiica. Inc. for their PGT PA7620A Ah=mum Fixed Window (unit 10 in pioposal) dated 07113?20. all i d WX lliudows and Doors". expisinf on 02,04:2 1. -Trosdolit U-In-aclear, Cleay. and ( olor PVB Glass Interlavers". expiring on 07-0&24. and sealed by Idalmis Ortega- P-E� 11. Notice of Acceptance No, W4122.021 issued to Energi Fenestrition Solunon. T.T'SA. Inc. for 2. Notice of Acceptance No. 17-08'08.02 issited to Ktu atavAmerica, Inc. for their th& series-AN"hite Rigid PVC Exterim-Extrusions foi- Windostiand Dows", expt* gon *oSentil-Glavt (Clear and X%Ue) Glass Interlavem", expiraigou 07,04423. C. CALCULATIONS 0242021 3 Notice of Acceptance No. 18-1106.10 issued toVision Extriwous Lioafted for their *Srown 1. Ancbor verification calculanous wid structus-A analysis, comp�-ing .vitli FBC 7* 11 Notice of Acceptance No. 20-0203.03 Lssued to Energi Fenestration Solution, USA. Inc for oated (Painted oi- Laminated) Wbite ftid PVC Exterior Extrudons foi- Windows EdWon (2020), dated 04,121'20. prepared by manufactim, Signed and sealed by their "Bronze & light shade cap coated White Rigid PVC Exteilor Ein-usions for mid Deor�,­ expirui ' 2 on 09 30,214. AnthcqyLymnNf1W P.E. AVindows and Doors", e.Viring on 04,16:2 5, 4 Notice of AcceptanceNo 18-1106.11 issued toVision Exinisions Limited for their series 2. Glazing complies with ASTM. E1300-04. -09. -12 and -16. '*NE 1000 Tan 202 and lighter 5hades (.N on -White) Rigid ( elluliat PV( Extetior D. QUALM- ASST-IL4,NCE F. S TATE'_Nf ENTS E irru sions for Windows and Doors". expiring on 12'29 �'2 1. Miam�Dade Dquirtment of Regulatory and Economic Resources (RER). 1. Statement letter of confbauance to YBC Edirion (,2020). dated 04,2120. is:sued by manufacturff. signed ad sealed by Anflion% L,, P E F. STATE-AffINTS E '-NL4TERLAL CERTIFICATIONS 1. Statement letter of no financial interest and of independent. issued by in�unifacturer. dated I Starenrut letter of conformance to FBC 7" Editiou (20.10), dated 0.1-01,21. issued by 1. Notice of Acceptance'No. L9.030-4.02 issued to Kuraray Anerim Inc. forther 0-44 8 20. signed and sealed bv Anthony LymNfiller. P.E. . Agned aud seiled by Anthony Lynn Miller. P1. "Tro-sifolt Ultraclear. Clear, and Color PVB Glitss4itterbyers". vtptring on 3. Pnvate Labeling Agreement document t�-tween PGT. dated 0330.45 and signed by al] 2 Pnvate L.AvWig A ' i ' neemew datied 03.'OS,-21 between PGT Industries, Inc. and CGI 07V&*24. involved parties. Windows and Doors,"lac - signed by Dew N1 RuzztrL P E.. V P Engineering. on behalf of 2. Notice of Acceptance No. 17-0803,02 issued toKuranay America. In(. for their botlicompanics. "Smtn,Cvhs1, K lear and'"Itte) Glass Inieflavel's". C.VM'* Q on 0740413. G. OTHERS 3- Notice of Acceptance No 18-1106.10 issued to Vision Ex-misions Lunited for their 1. This NOA reilses NO -AA 17-0420.06 (PNTwiCGI) and updates to FB( 20211) 1 ", Edirion). G. OTHERS "Brown Coated (Painted or Laminated) White Rigid PVC- Exteiior Extrusions e-xpii* 0+2121 1 This NOA revises & renews NOA# 20-04 MO.,; "'PLA w CGI), expumg 04,1426 for Uludows and Doors", expuing on 09130,14. 2. RERrest proposals #19-1155 dated 01 IC,'-'OapproiedbNIshaql..ChandaLPE.expmg 2� Tlie c,.mentai,&ociated PLA CGI file #21-0205.01, expiring 04,44,12.6. 4. Notice of Acceptance 'No. 18-1106.11 asued to Vision Extrusions Limited for their 0414,'-' 1 seties."'VE 1000 Tan 202 and lighter shades (Xon-11-hito Rigid Ctllulai- PVC Exterior Extrusions for Windows and Door*". expiring on 12 2SV21. I i - 1diaq 1. Clmuda. P.E. Ithaq L Cimuds, PZ. lAaq 1, Chanda, P.E Produrt Centrol Unit Supenfsoi Product Cowzvl Usk SuporvLor Product Control Unii Supet ii-�ot N0A No, A3 No, 21-01.0f.03 NOA'.N'o. .11-02.06.03 ExpirAtiou D.it*� kpril 14.29.26- E3.pir:moa Ditt. April 14..'0.26 ExpirationDate- AwH14,10_26 Approra I Date: March Appr*r,a1Dat*-.%L3rch29..'0.11 Approval DRit.- March U. 2021 F -9 E -6 E4 PGT Industries. Uc. NOTIC E Of A( ( EPT.kN'CIE: EVIDEZNCE SUBMITTE D D. QU,.UlrY ASSMANCE 1. Hand Dade Department of Rtgulatory and Economic Resmces (RER'. E. 1UTERLA1 CERTIFICATIONS I. Notice of Acceptance No. 15-0528.14 issied to Vision Fixtrusion Lmuted for their *11ILite FJgW PV( Exreiior Extrudons for ANIndows and Doors". dated 0943115. expiring oil 09.30-19. 2, Notice of AcceptanceNo. 16-020.08 iss�d toVision F_xtru%onLtKuited forther' "VE 1000 Tan 202 and lighter Shades (7ion-N%lilte) R*W PA-C' Exterior Eitmsions for NVIndows and Doors". dated l2iftl 6. expiring on I ld';'29�2) I - 3. Notice ofAccepta= No. V"528.15 issued to Vision Extrusion Limited for their '-Brown Coated (P74ated or Laminated) Alke Rigid PVC Exterior Litrusious for X11ndows and Doors". dated OS"13/15. cq*kg (w 0930,el9 4 Notice of Acceptance No. 16-0712.02 issued to ENERGI Fenestration Solutions USA, Inc. for thm"TAX3040 and Lighter Shades (Non-Mlite) Rigid PVC'Extetior Ein-usions for Windows and Doors" dated 09115116. expiring on 02*41.2)1. 5. Notice ofAcceptance No. 1"712.04 issued to ENERGI Fenestration Solutions USA. Inc. for their "Bronze and Lighter Shades of Cap C oated Rigid PVC Exterior Extrusions for Windows and Doors" dated 09,1546, expiring an 04/16i-10. 6. Notice ofAcceptance No. 1"712.03 issued to'ENERG1 Fenestration Solutions USA. Inc. for their "%Ue Rigid PVCExterior Enusions for Windows and Doors -dated 0 9 110 1., 17, eviring on 02; '218, � 18. 7. Test reports No(s). 10-002-79"(A). 10-WM0527, 535753-09. per ASTINEE-84. AS7WD 1929 and ASTMD-63 5. issued by EXOVA to Vision Exintston for cellulosic composite material. (Submifled wider.-VOAX6. 11-0107.04) 8. 'Notice ofAcceptance No. 14-0916, 11 L%ued to Kuraray America.. Inc. for their (Clear and White) luterhyeC. eVb* on 07,04 IS. 9 Notice of Acceptance No. 16-1117.01 awed to K. uraray America. Inc. for thm -Trosifoll tlwaclear. C lear and Color PNB Interlavers'". expiring on 07,ft"19. IF. STATE-NENTS 1. Statesnent letter of conformarice with FBC-5dk1didon (2014) and FBC-6*Edition (2017�. mued by manufactum, dated 0&141-'17,. signedk sealed by LynaNfiller, PY_ Statemew letter of no financial iatmd. dated OV 1 & 17. issued by mam racturer. *;ned & scaled by Lymn Nfiller. R E 3. Letter of lab compliance, pan of the ab(ne test reports. 4. REF, Test Proposal No. 17-0397, dated 05jO5 17. signed by Ishaq 0inda. P 1. G. OTHER 1. Notice of Acceptance No. 1.4-1210,01, issued to PGT Industries. f0f th&S-Mes "557012770" Vinyl Sliding (4us Door (Reinforced) - L.NU"'. expn* on 0444t'21. 13uq L Ch*a&, P1. Product Control Unit Sup*rrior NOA '.%o. !1-0.106.0 ExpiradozDaiei AswH14,2016 Approval 16tei Slarth 19, 2021 0 -n F­ 7t't P�a! 15 for con lwa'il-c P Edition bY Debla ",:- '" -Cu > 0 (D CL 0 (D 0- 0 cz co -0 3 CU cf) C) C- 0 0 -2 C__ .0 U- M 0 6 CZ %�'_ 0 CU > E 0 %_ W Zn CU C/) W Mj C_ co M > 0 > L_ CL 0 CL < 0 0 C/) L) =3 < 0 LIJ < Z z __j CL SHEET NO. IPA 1.31 March 15, 2022 1 I j I : a I I I 10= , "' ­_ � ��� " issi PRODVCL Vt kLLAkfIQ% 14 PXOK1j*Q_2IIT-sl-_% ,.L - 21100LICt LYALLI ft1llW,,a1MAU,.��Q,_Z%*ZjW ) / I ILI ECO wc TILLfr'rESTING III EMOINECRIND COMPANY 2.2.7riSTREMRITS� 6. MATE RIAL-CHARACTERISTIC S AND SPECIFICATIONS, WA'TiitA TW_j'F___­­_'__' '­­­­­­ - I- 1­1 I Ii PF I I Large roissille orlpsial and laTiquel IrMll I'Difias%litorto;*nforitted undespros000li; TA�j Sholl tt taricily in accotdilo" fili <Isonersd Notits anti Componiews,r6ratea in - - 201. 203 as per Section 162d of One Florida BulOng Crids, Untliorm static 11�hi 1. 2 0114122 Of �,6. Of PJOQIUL!� EVWWflon 00CLInforill (P L1) ). drawing as Poll TAS 202 Protocol TOM reports propared by Hurricane Engirer , lillif.20-1171111. Alibeh6t lapecrific.o6orts, wheflbai salt. Imilic4littitJ ori *rvolrl I, 7 still 21 uj Testing, Inc. Reports 0 WSOO dated OW09019M, XW570 datillid O'�' 26, of Product EvalualQIr Dmvfflal IP F 0.)� drawing No 20-176 PRODAUCTIMMAIATION-REMRT OWT30 datod 0910,11996, Fill? It"is signed and sealed lty hoi I � P. E . Fona&"tfon Testing Laborstoiry, Inc, report* 0 2032 dated C � *2126 defted 10105111998witrisiazed by Giltiti Dowfrfllid, P E Tlriii� ,ii,p�,o��%��i 7. LIMITATIONS AND CONDII IONS OF USE, REPORT NO. � 20-0720.01 0210,01-09, dated March 4.2009,019ned and SoWet� by EdrTi Largacmrl.Tfi � P IF wili Hil,mr,, Hc.titir,ri, P F 71 - 3W Im IFIAcItly in cvnpllamo Will) Goinufal Isoles ISI 1, 6 Five 14. irWirailed � 9AIF Ju y 2S, 20'20 . .1 1 an shoot I ol 26, as well as General Nolos X I Inn a 4 jlqc I � (11 ru 16, � nd ICIII : � , . . .... . I I orishoo,11211 of26ofPorodu,.IEvolosti�)(iOocui�oni(P r T.) �, drawing No. 20-176 PRODUCT CATEGORY- 5h~rT lijitIII'4,,� jii�! li ,!I, i %,,,, . , , prepared Dy T i4iii Ini ii sigrito a rKj sealed Uy Waite T A T&I Jr, � P, E, PROIXICT SMCATSOORY- Statte pwvb 2437RUCTURAL ENGINEERING CALCULATIONS: 71T Product may be instsilled within HIGH VELOCITY HURRICANE ZONES as On 20 Gage Gawaritzold sro,I Parim lot maximum parlim longth lii d"On 61101111nod on %W�on 10202 of the Fioni Building Code PADOI NAME: 20GA"GAILVANIZEDS"TEI-1. STORIAPANEL wirld load. as wistr as rnaltaitum janctlor specing vs Oasign wind kad and pona; MANUFACTURER: Glit"Fjolowlans Products LLC, f"nij1h. �;asrl!,. cn) jot,r�nw anol comparative scalysis, ana :r eccordiin.;e wirt Ekldlor 1616 0 Owl Onroda Busiding Code Calculabortis prepared by Tilloi Inl 7 .� Peoduct shalt (inly be installed Into putsSid L,oncraii conripl#, It �! ,, .tji�� 'WI lrzl*?v stivioulas 4600 S.W. Sit Slifev 03fie. flards"31 A dOwl I 1,01, ug 4trw 03, '.',� I 5 �;P­fld ftrill - +­' I:y Walter A. Tifil, Jr. P L 1. FIU R P 013 F OF IWALUATION: 1 MISSILE IMPACT RESIS 'FAArr, FlW6,.t L'.ai�ajfiian N,bPorl Pto"red Dy Wallin, A TOW, Ju. P L �i& r ', ,� �­: ��,� Thi ,i - �� ,j�_,l E valunlion RA0041 tsst" DyWohor X n1lit, Jr.. P.E. (Sysilern � . I lite Flotida Building Code a N per I ` � No 44 RJ7�, PIox,doiIiIi :,kf ',Avcfj� Inc, iFictida CA-0005719) 10 0 11906) to the 610001 Protection Products. LLC, Rule Chapter No. , fo'- ,�, � - ;)Irutuc� 6 I G20 -3, M of hod I 0 of the Florida Department o I Business and '10011.1111i ,.ek!%�li ", T Ft 'k .. , 14 Prolossiona; Rogtillatten 20 (2490 Gaivanized Stritil Siorm Panel has been vlarthrild to sustair wind Le,ftwx' I. 4 b,,_,; . - - r.,�>ah4,,-:,!1lt Thig Pfri 19 il; tibiling Issued an Evaluation Report as descrilled heroin, and hws prossires. Maximum zonal tatigill binalt be as Indicalod on slilleeft 8 10, 14.15 � � * 1. "' 44167 '. Usion verified for complitani in accordanm with the 2020 Sci.oI Evianotrhab 15. 19, 25 am 26 of 20i of Product Evaluation Document (P F () ) drawing No. ,�. _,�­__?" . .,.,� . . I :10 , .* * FInrk1A8TWdirj,f,'.ni Fire in vitioly 0%v lihi proi is lot ;,)P',. pjtdi p,, jqL �i 20-170. Maximum Anchut Spacing shi be as Indicated on Is"ots 8, 0, to. - 1, 11 ; ­.� ? ..- " �. i. S'A.Tv �- �15, a', Wast Oquivisiont lio Itial roctuirad by the Code 14.15,17,16, 19.20 26 aind 20 of 25, of Piroducl Evaluation Document 4P.E 0.) drawing No, 20-176. - . .--;!�.-, . �,L ....... _ __11 ­� - . 1a`10A11D'�1,'.:i0L11 , I 1p " K" I I *­*1*** # , �ONA),% This Product EvskMion Ropon %hall !�e suL,jaci so tevister aind ristivIsliton in caste 01 5.1NSTALLAI Ilifilk"li I SU!"1`4 Code cheap that may **ad ItskiskoWns. and ccirlditiorts Installation shell be Performed tividly in a"ordonco With ,details indicated or, "I 2.jEVIDFNCE SUBMITTED: ShIllift �3 thint 7, 10 thtu 2G. 23,24 and Zt; of 26, of Product Fvaivatiun Ducuniev DIT$�T*COACVOMNIC,,J*D%'P.2 RPPOPT:t-IC,ntiM,PROti,4;T$O%P-iCUaC�S ltc.vt!�UAGIE Z1. PROW.C.-Y,"ALUATION 'DOCUMENT (P&0.1; (P.E,D.). drawing No. 20.1 Ff. Minimum separation to glass ithali be III 04VAI'llaVII'LLIL to*:AWPO.Wt,DRMS'U'Pill4t"l gt�0)12*01 Drawing No. 20-176. titled 1,20GAGE GALVANIZED SIEEL STORM PANEL". indliclaleti on sheets S. 14,16. 26 and 26 ol 26 of Prrod.icl Evaluburi Document shm"tij I thru 26 Or 26 prepared by Tdtaco. Ilic.. signed and sealed by V4411or A, :1� F C I drawing No. 20-1176 Tillit Jv. P E.; dated 07f2812020 TITTIlla drawing Is on Integral part Evaluestion Raw. A. .", A11,41110 ."i,�,i.'',_"�i ""I'l 'i L � I�tjk A � #,%. rjj&,,,,. ,, N;...."..... 'Tt, 's I .", ". , ,,% .'' gi �� I, 'I I/ " # " , I.,kc!)q ­. � -� � , , ` , , ,�! I, .. I ? I . , '_ '-7-�0--wi ,, , , . . -.1. - _- ' I _.. ., , - h0l, 414 1 07 '- ;, . - * , , . I � , . . ? ze� :1 I I * ii . I vio-1 I 1�;,- - - il;op lir : I , - 91 -_ ­ - I , -) , . �� I ". .11 � , I * '.1 , �I,,: b �e � . I - , . , � . .Mbi - - ,I ;:'�_*, 44167 ". I 11 . . � � " P �%TiII , r * : * - I . 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Siorm Polook PROOLICT NAME, li GAGE GALVANVIA) SlIFFI, STORM PANEL littANUFAlL. TUREK, (210041, PrOleCtion Products. LLG 4,BIW S.Iiti !it Street Dow*. Florida W14 1 . PUKPOI Of LVALUATIQN; This is a Produd Evaluation Re:),�Irl, i8sue-if ti,s, Walter A. Tillit. Jii P.E. (Sylli IU ," J906) IQ the Global Protection Products, I.I.C. Rule Chapter No. SIG20-3. Method 1D of lho ��oii Dit-parinnorif of Bi)sinoss and PrIcIffissilonal'itagulation This, produt.13 16 beinij issLted ,N) F100iW111011 R(:�Wil �4% 0OSy.liLi,-j nalrolin. and ha�p been verified for comphi iri accordalnice Vi the 2020 Sovanith Edition of the Florida SWillng Code. and io vO iif�i 3wit J IQ, prWLict is for thle pu,poso intended af hialil tiqvivallont to Mal fequitfld hy 14e. Code Thfis Piciducl LbWwatsurli Repurt sti tic dubiect loroviewriand revision In cm Of *I Builift Code change that: may offea its linnitiallionas and conditions 2-fYIDENGMEIVITTED: &1t. 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WALL MID 'k" pul WWI= I .�-.. _ _!�_, , 311ir,T]ON 7 l� `3A 1. I I , " ..cof I t,�m­ v^t 114-1, ...�.�- o"ll� 111040i Orbsib­ - I , 1: /,", N ,. I !:I 1 ,,, *4" " � IpwA. at I. . 4� - z: ���. (wA o f.1"TITAKI 4 - I-— o 'A's it, WITAl . Asiq , I'lifi, I f-0 - �0% C�37&�X � " I ,,,, _8 � Ili 4.4% Witt list 1, I , , I 3, QQk_f..jfi I -A ­ -'%.:�,'Ij IT w)o* NAIT %IIII I I ,. �1, it � o� --N�� - ,.ltl )". . - _� �11 ::�� �J, I � � // , __j . , ' " ' "" � I MZnF1_-_m,, cf�vw�,_'.,A.l �L. Vt', 11",_\11 ,' . � � " ui",� I-%, , ,I F , � _ ,., ._,( .it ''� . &I ow ftAn I 11 , I I ltww IWI I j it& 41, loflow vovft"A" rAs It I )* gista'" -w-- co~o 14 Apo Mix" 10 SIX ANI, "2E_LLftM tw St'siolAo 4. I l"llat. ,ii %c" �1,ii?4_1' � I I 1 142" 0 1.4166. ,,, "" 4 . . % '. zi C. ii I I I 'T , ;r, ,2-,.. , I � � j I `111�111%1 I ,: . ... . ... . I , I: 1,10:1, I 11 , iL'L1'11_`(tr,1 , � e�.Iiib 1`011i 11VA00,14 COM (114-P, larl'"ily movioLars. "�,,,�,"�ai ­! MA___ -_ - -,---- - i � _ __ I I ':j� L I i . , titnit) � __ I ��l.:Ill I— � I - "W IK-4-1 ii - I � I l. �, � : .1 111.�Wib ­ -it . .. . - -1 I Otot " L. - L oft well it . I . !I ��n �Itl `I.111. ,i- �* )O CAU ULWPAXI SIEEL IVMW PAXIL Allo, I, :_ ... 1 44 167 _ �*. -_ � j ... 2� I I : _ A ­ . I . . � -.,, ,_ ..---.-, .. ;,"Ift ,;"� , I �11. "iLLtQbL".2 ( Ill .1.1, -1 * ___ '"OSAL MIECTiON 11MRODUCTS, Li , W� . U.0 Tlli­� ji., S E Ok , T . I ;I _' I I , , / ' 11L I *`!bw10 IMIKA., 'rTAIL ir�QR 43fA1;ML , k, I i . �Ij�a6..14r1j14;0V. IMEC � c 1i 001.79til, 'fik"j,"&-.-T.O"M=Cco��igD,$At.lv$ , f . � ii_��_!.I ����. � blitiot M4", mill 4" t za- 1 16 - %I $4 ''I, . At � " - , PJIL - ­ ' " , -1 ll - s�_�b'tl ...". � -T isid I!!!!"!_1T-a­� 1. M. . �. Trz � - , ;;i r - - ,K;7.��.W,�i ­_­_­!­ - a, . . ; � ,_- -� - al . 'k,,x , I �: C,� ­ .1 �111 I --�-,,�.ibdn, wor I Z. r.,%......,, - III ., .. ,� f--_­ ­­ , L - ­.____.____­ - - -.e A 2 �" .9= E� I'lliT.Plittlill XA 11 L 1Ll1U.lt.1LU!ffK7 NO. ,W*717.W 22. TE S,T Rl� PORTS; talgi I :, �:i��.a inipad load tests Ilwal Performed untfor SSTCF 12-09 vlanrtaiot,'�o��� ;�oise�,.Iot)nIOOf).120fl,heFlohdaeuftngCodc Undnfmsliitici,4"�ik�rJ,�ilsp�'or '-,P,-NoniTMA'.t,rorA.STMG-33LO. ToW reports prepared by Am4brq a n Tot tivi Lab of Soui Florlds. Report 60814,01-01 dated 03111102 wIlnesto4 by William R. Mohner. P,E.. Boriz Moroii P.E. and Henry Haltom. P E. anc Report No 0219-01-09, dated February 25. 2000 signed slid seitlea by Edelundo Laupsiespods, P.E. and Henry Hattom, P E Largemisaii,sompsictignoCyCft loadings Pat Protocol* TAS 201 & 203 as per section * 509.1.2 of the Florida SuIldfli C^de Tost Report Proposed by Ameroon Testing Lab of South Rotida. Report Nic, I 1;1,011-110, doted 041crifforriber 23. 2010, stried and seeled by Juilo E. cloriz,vii P E T0,016,1110 lost report NO 9CM-198 by QC Wetallurqicat, Inc. . dated Molich 13. . , 2009 * ,.I gred and sealed by Frank Gralli. P E, as per ASTIM E-8 and Tensile, Test as !per OCIMoInflurgiscal Ropon No. 11OKII 318. dated Decornbor 1. 201 0 stonlid And salated hy,iiiii Jocaollairio. P.E. as pot ASTM E-R. 2.3. STRUCTURAL I On 24 Gagti Gal-trolzild Stivel Stisain Ponal for maudinium Panel longui vs tivvign wind load. as bi 83 maximum anchor spacing vs. de,sign word loW and Panel lemothbosedontall-�na�ail�dcc,(ii;),�t�it�,wo,it),,�ly��.,.6 ondioaccordancow4h section 1604 (if the Florida Bultdirg Code, C' ,alcuievors proported by 711teco. Inc. da" IWI SI and 06(27)13 (W this mytision), signed and sealed by Walliter A, TOK Jr � P.E. 3,..MIS.S,I.LF.IMPACT.RE31STANCE: Large firl"le Implact under staction IWO. 1.2 of 9* Florida Budding Code, as per SSTD 12-99 64indard &W TAS 201� 4� W09"DAW RESISTANCE: 24 Gage G,ritwii Sieel Sloiim PAnhi ha-5 been veriticid !c� slj,�(arip,.rwiro W"rwrt s Nlasrourn paiii length shall be as indtcoled on "com 3, 9, 10, I 1, I - ,'I" I I IT �',t 1*1 0 Product Evolialtion Document (P E D-L drawleg No. 20-175, % 'allimufn Anchoy Spacing shall be as Indie,ated on shoft 6, 9, 10. II. 13 shirij 16 .,d I 8 or 18, -1 Product Evaluation Doctimistril (P,E.D.). drawing No. 20-175. 24 Gage Galvanized Sleal $form Panel Im been veirtiled for code conlipliancei wofk as a non-potoust mrm shutter assfambilif. as per 3STD 1240 Standivid. - ........... Z�*N 1401" - I %_1 i 'It- .4.11, ��__ 34.. - % 1 7 %a. 44167 ", �, . * "..., 3 . . , Z IT 'A * : * , -tulft-W 11 _Z�iwl . v1kI , - . . - . - -A . AoRki. -14 - rXi11UA:1 F*f'ALUAIWX,R'qm FA 1111141111'"_11111 I 6, INSTALLATION; Installation �lr)aii ,ue parlormold strictly In isic,odanciii; with detai's indicated on ghlI 3 thrU 8, ; 2 thriv 18 of 18. of Producl, Evaluation Docurnent (P.E.D.i, drowfmipNo.20,47:5 �kil�m�rm%Amaepe%,ibliontogi4es.-kollallboasvKnk,ato4j%"I whests 3, 8. 113. 14. 16. 18 and 1111 of I S. of Product Evaluation Docuilineol (P.E.Dj, dravft We. 20-175. S. MATERIAL CHARACTERISTIGSAND SPECIF ICA T IONS. sttl I it .*I (.omponents in&;dio� on shr('! I ancl 2 of 18, of Prioduct etraluallon Doctimonir (P.E.D.). drawling NO. 210-1115. Anchor "cifications shall be as Indicated on shoot I of 18, of Product Evaluation Document I 0). drowing No. 21111-175� 7, LIMITATIONSAMP. ... COWTMIl OF ii 7 1 ShAl be 91(imlY on r;OMPtio(WOO "Kh General Notso. No. 1. 9 thru 14, Indlestall, or, stutol I of I 6 ol 11(o0i Evaluation Dociumont (P.E.D.). drawing No. 20-175 prered by TOWO. Inc, and Ig 1 OW mmed by Wislifor A. TM. Jr. P E, ?,Z Proldicl shi not be Inilitallod within HIGH VELOCITY HURRICANE ZOII M delined on sectilion 1620.2 of the FWWa BuildiniiiI, Code 7.3, Proditi 0011 only b0i Insl0t,01 Into Poured Concrete. concroto black. ajio wood frairre structurli Pfr,doct EviTtlibaftWitt KOW pftpWod by Wellier A. rMit, it., KE, (Flooui, � , � I No. "1871 Piresildert of T11tom Inic (Fk)n-dR CA-0i(M719). *Trk�"`I �:. I ,,*�, I ,L%N: I j .I. 6 " . ,� , L, .. by . ,..* N ­ �,`,,;� . * I WAI , - :0 , � � , � , - - ". - - --- - . : . - 7)0tTTC0At>VO4Afipa*0I IL,sailiosti'llglialloi= I % A', - W&Vk%nC$-Fv[rOPUPAISL�DW4$*M%Ntvmto 'AM XW , . ,!. It I I �, .,.. nFlib"i..., . er, V,,,.,!,/ *,14'A­L i*li� , " I ,� , �"Srxbls III ­ .---.... _.._____.__ ....... ­___ I ­ . ­1 � 11 _....___­__ . __ ­­­. . _­__-__­­_.-_._ 1/4. 2/4, 3/4. 4/4. 5/S. �'i ',, �Isf/io, 2W/10, 3W/to, AW/10, 1p 4/5 Ilbstili Fibi & 7w/Il 3. Mo A"�,mIIW!il `Q11 Lipd�*�,Tl I ll,14I ,�Ill IOIIXTZ� ,Of I r WA .,. 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Wis)"O... :6 � �� �1 -i;: - - . 01 , , I V_1y I W 0 404 # -, ,*� is, as 0 � 14p".* ! f � ____ , 1/4, 2/4. 3/4, 4/4. 5/5, 7/5, .1,01 . _hi ", If" .. lis/la. 2wi 3w/ to. 4w/ 1 0. tio. GXD. 04.@.&,- ,:tw . __�SW/10. OW/1 I & 7wi . . &KMM f" COW." Vt "!OKI 00 WIT,$ a 0 0 SEP 0 8 ZUZZ .1 top saw 16111 Uicf�Ood 04 %,*M 16 O, Is - \VF�1\ M-PANELS (j) A fk ELIEY91ON VIRTUAL If ' I ' S" '�' I �,i �c �f ASq,si Ilic. III VirILIZI I -"II I I I I 11 % � V.. I am I Rdr� risk *-VW .1 skul vibld'e$ t� - ., I I e-% kD M I/.* si 40 Plans RIF11"(zl, / Gir,�, � , " -I - -4, r, - 'r ' I ' .. � . . . - C P', _' - .-' - I Ivi 1'� ;j for ocnipliance x1th (rit! I- ,'. - ,,: � �'l � '- I :,, I-,, it, t\'Iahr f - XZf ­11-11 , I " , L'Ad_j, _/ Edition by Debm, `r�.Il I ....... * , I #\ I 40litt,7A but.il,bi ,lOOL ifth Valools, 0 FX 119 - _____i____ 7 ­­_11 ' _:.�. 77'.. ., � " 441 C41vjuai STUL S?ow PNO to A4167 I. 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Auwo . 1 liliiiiim wa , , , I.. _. __ ., � * I ­ . 11 7 ;.. , - (ft I =::--d . h., , . I _k, "�_.woi j � �- -ij "' I IAL� � I L__ , � , " I � I � I I . I _`N` . 1: I I I I .- L I , - �, � ��- � al. --, - I .. admitso" IN . . all eltodmw to. 'm vqtl a :-,4" 1 , : Door I I -�� I ft (..a . I ' -0 SAM : If Stealth- . . 4L" � � I i " , I -ft- o*^ft,,trw. - , "i - - 1,009% . Ili. 140a k1,NI- .% $wl'4% (v I U17, I too' -wow it i, I wr NCTI 1) mff -elf 1� ." ./ "I I at .1 ,A-P. I I 14N - AN.- ,,% � � .1 - �)olrgg. I ! - ,�j � . iv""=1 . 11KA'AmIlew . I Mx%xv . I I I i � I . i ba I � I .1 I � il�'. ; . . I . I I I . I I : I , I . or I, i I $ft , Vq I �4 1 t .. of 11, Y "L iou : � I - ,IV I F . 1.1 I : . j . , - .. I. . wv-jw" "' �­ - y I , "­__ it "llo" 7 . - = - . 7- =-* . - IA L .... 1-1 I ... I 1­1 ­ .*_____ 0. " = - - 10, ! ,:iv. " I - 'L for 1" 41 :� I $I-[ do " , & ", __ - ' Is -ffooz l I 1P .4, 6 'w., � , , I - Ir of [­ ­­ A "' aide _ I , 1. 'N I I ., � " � I 1w., I. . - I �4 .i I - I I I # - __ , . � _ I .� - I . , - I I . 4 � � , - ,4 7 . ,I __ - '. *a .,!�� "" 1'.4 a" 1'.** a= P�A?t i AA ., "-.0.140. at . ' vowl " - - , ,-ualt N-% . I .,-Q-L.lo-w ". , 4 I * ­', "' "as" IKQ-1e%[r1 I M, I .COO- Ot IPIAX �, ux &;=r """ F ��, I I i I -m a" OF P"It i ".". mat I I do I . I-" C 0C stoxmnD 111.1 : � I � A I j "'.-U. ,,w.r = I i DMCT YNNINuffl-JAM 4 wombelovel, ON ftelf , leadig x/gi.." mv. ktg Iff 4 I" um R G 0127PIlAnom no= WutfT A&W, 5.-Itcam.1,1111ft mm"ml 106401 3/1" , a= , �.%,&"!-Ood too ALIflo-lo'." jolk 10046 10m; (109, ,4.0 too ,4b%z WIT)- R % 0 ros" to" WIN 0 443 At. - 940 Otto Aw P*Kt.ls 404rool told to IV-6, t Mit hCW MOM MAW C614M.0UPON slow -VIOSUM 10 K SM11-Clotlf IN( No 2. IN/ tli-C ,.I � X-4611`1 v 0 $5 0. tv-,k - - - - _________ _ - - fil TOP 1. I"r" WiXM?NCS CAN 3m 1 1 COL*ftttl -1 Q11V NIAV T8 $to All, ___ "' ,­.".fON . . �r,�,,-­- m . . *..-' se . . / : . - i L : IT I* . * * : I . ll. $u% - .... .. .. - - To" .�- � ., v" ,OIL 11fitul.l., 1/_4,*X,'.,, ,',� *­` . � I� - im _ _�____ 6 .S.eu..ftm,m" #%***A "�L;Ptt'� C*K 114'2- V"M*y *Wrrk*hQ 71' .. Ism 111,11m ac 25 "" C.Liomk-na n!�vir 'A"! I IN gem w . 1. .---- I... . 11 - __.. , ___ , -----\ \ GLOM PFAMT*k PRODUM LLCj *PAMONN 111.19-0 - 01011 go It, WW I I--- ux ,4,14-i 04600" ..'; 6.4 , M`I I . . - __. , . .-ININ 0",Am KA PIN. to... - I 20-1 76 z tale.- I . - _ , -1 .. ft - .�! � i -- , -;-- k c..�l" " , !2!� - =Im '"111111 i . I . il-77--julag, " IN of - L - __ - _ --- - - __ -1 . .- : I � �,.** Up w,mm a., L L O' A6UAUNa.QR_,_ _QFT10. A__1_l1QR LIFE -5AUjj.._.,5TQRH .,I-;ANLL 5Y57LQ I r * I',- n - 1­;t� ".-"&. EXISTING WO STRUCTURES IV— I,- 1014. � � �_ I .1 I I t ­ .. t � ­ I --- ­ I I __ 11 T I I :, I � � � lc.,vtww;,+� � ki I . 11 I,,: 9 ­X; -I I . I aI I � � "I - 0 � I � . __ ?--- -- - , I 4 __� 2. too I I I e I I - sim-molof 4 . : to. .4. 4 0. r , l (Q� I I I I �_l I it, � 11. ,III- _. __ Z-w,v-­) I . � P SEP 0 8 ZC ) I I I � !Li � I - -1-J, I I N., . L ­� I I . "W"" 1 :��4,110 ; \ V_ - I 41P�, 1 4 �4 1 1 � ALIIERMATDOLI ALTIRMINL2 V </ \ ,. .fr - " , * ad"Na" N , I SS 1,7 , 001`161,0� 4 IiK41_(1_1%?117 ;, jlr,IUAL qF ' - - , C � I I , --A- - ! + � J,j r tU aI , L . "C" ,." I A,Ssist 'I''C. - I � i . I -, , , ig� lI I ­­ � I '.r'jI;,j_ . I C and Wil- I WIT 1. I I I I , - - It. - 1. �_ I �D � a n s R F,"'.1, �- , ltp�" I 8 - _U" (' f : "_ v QLA" I i :1 11 I - I ­ -_ 1 ,6j_�,_ No the ') I to; I L for con ip-lii�i 11 I i to, " --&----" A - 4 . Numoomedoodo a .-a 1\nne Klahr P' I I :, - I . I I I:Q� to I" F-dition by Debt ".1­ ­­­ I I ti.�� MMUNI I ­­ . . . . . � . ... _.. I ", I 4=1mm"n: �- """ - - . . I . I =10 t. E � emolo, ft- . __j - - 1111 - IL_ 4. _1 : � .... . -1 I . " . -I \� ! I I I I 8,) cod A,LTIERNATME - 3 ALTERNAIM-4 I ". ".., I . , 4 -MOW:; '... 00 scmm III or 0 C ., - -I' ame, TWMtf= -CkTVWIC. Do I .01124w law vaelot @LMA-C Of I 0,.N older ft .% 0 I - at 11- ­_.; . ­ :/410:30 PaW."n remelt a Im ALTERM11YE. W012P FRAME NDITIONS & ARC .QR_LQCADW =" Ov v=Zr W,LL W. I' -welvevo "'m I 1.01" 1� -1 � I" ft"- I OVALL MQVHM_"ALLkUQ1S , 16. TILLIr ..... ...... e ALTUMAInT.-1W . iel - . mamis Lw - " .. imste"'. :- . IAO I . '. I. 11,01ftVA "�.040 COK (KP VoTecal Nomorksomew zone) * �IrL, , '� 111�? lolt T 'j, I 1 40 rACA c4i1,11111611m =It Slow gem 9 I JIM SA , . 1.01, � ­ . 1-1.1l I __.- . 1. ­­.- L _-j Z-^'� ", - � I oldoo'k-APaliet Not 9,l,l ^og ftoll &^Dko w� *11 a m It^ ?AM ,je " I - al/P~ I .161 lj;w&vftm,$Lg#4mwo?ct.o' Ill, it I , ­­ . . ADM P"TECT" PRODUM. UC. am : ..'emum am "ft 9= wtvan It. 19 sco.14411,11 . ­V, / 11LIECO..; I ...... 10;�� mm ta s "a' - Pm *4 a. III =�= to 2 4. Va 14,01, - �`lo�I;v . fiv wimia a ii;,,ia ..a i..L ft'U l. � __ . Me. - It do.)Mw ft. , -.1 ........r. RI-1741 W .:, :.1 I=-v= 1_� , , ,d%,.,dN^w'1&" NXT A Ilkir . � I . I . -70 . _ ____ �.-Omp" , -.,,.A wooded; � " I ii= . .-.-- -__ __ . I Ila, 4 .. I . __ I __T:�.L��_ 0'0� - - wave, . No ON I ,�ved I 7th 7 00 mun� _+� (D a) (_ - U) M Q) -,.-, -0 > (- 0 (D 0 a =5 I _0%. _ (D CD- I_- 0 Q) CD- 0 I--- = m = Q_ . .- a (D w 0') U - (n -t--- (D = 0 -0 _0 �__ 0 -2 -- It a) 0 C) r- 0 .]�: C__ = . LD Li- -.- m 0 & I m Co co CU 0 > - - U) (D , a It m U-) 0 C-1 - . i m Cj)_ C m = i ll-l- C-) , - U) < a! 4 z z w mi U) 1 �f L. (3) (a) (1) c- _+_j C/) 4-o-0 =5 Cu > 0 SN_ 0_ C/) 0- < 2 C) (1) = = -0 0 (OU S_ 0- C) (1) U) k .. cz L. m :3 Ili -T. EMWYFAf..41M I . I , � � J n I - SHEET NO. SH 1 . 1 ­ ____ - __ _____.____ It t oi-, ) 11, 1, me .2 "A .W.-Oft Vew a 11011vow low own.l.%)14 an 111151111 f%" lot. P-4 WWM- NNO4A AftP WMM WK WRIO 4M AK� Ob 7-6 111041RAI �:IA:l 11 flat � '.WA?O Oft ICNIVILU W.IJM C I Iftfl� 11- KA'-."4 OPOM S-0- IT .qL,lE go -I ,Z)LADelat W`Vot 'VA "all OKM'IW " OR 'Itti-ALL -11111016CAR VOCOO W'� r .404 NCTINT I ,-A-1 last do rot %a maso somordox owerwtv tom LON Aww" Now 4, oww"m - I .?.,. .i^ 9^10 It... ,,(*-. .".. AM" "It .addN.gd, � , . 1 . � ­ - .. - %.O" 0 tow- ~ lowo-40 -.-!ft in4O!,N!!���L- - I _ .I . 0 I t ./I 0 � Va. _.. .0momeme r.) -1 I - I io�� �­*_ ­j 4,;l" - _ - - - : " Now, ft", floodo SK) j__ - * ­i I./3 1 'A 0 1 '/I Am& " OW one" do It a I of 4 , . , rr n . - ,- ­ 7. .. I - 11111, I - * ad - oloil � - . ), .. __ Ill .1. , - - .., .,___�­ ­ 11 ­ , . ". I .- I . a ­ t. - 'a I a I _,_ � � ­ 1- I _.._____ ,____..___ �ee- ,1�� , ��j-�Ii_z,.,,s "' - 19 4 %-I# �' M- 4187 1. *. : P V... st E , , . * loe.�4_ - , - ... I I %% 't � 01. 4 1014 -, I . .... ...... I ,,, l"'o-c- I - I I - r1otts" , VADM Com ("gh Velifellop )Go" L= atedge gogodg& alt ! 10 "K 04VANZIO $lm $Tm Podolia, to -­ - -.------ - --- - ____ am GO 111.11E *am PWUCTM Famum. = -. coins We 4' t� ~ vall, I, .Z. =-mar-Iltz --=V- I-Imi Nowommod-leadi'at voweadde-agglop 20-17's -!F .21iW__ _t1-i - lotte,". _FK _L�� � - -t.ft .,,� - , _'7��_._--,# - I - I w - i i� 0 w " ­ . 1_­____ I—- - __ .--.. . ­ ___ - , 1N IALLATION P , VLA PAREW 1 .A.-JA !! IM. EXISTING WOOD -ITRUCIM I � � � .� o I. .1. � I— I _' J , I - I 4 P.1111-111 -I- I i . 1-1 -1 ..'s-Imt-t at" � __ i I 1, � Z41, at Ill/ I I'll' 4 a .* =,olaor/s' 1 wwAXD ocw,Vi&,`lL,,l -� . '-"a To -f I S - _ I I tsw"A& wom .411'erot. r I I 0I . foom "'Am , ,;Yw . � 1 ckm7w am -N= I � . i i . I i I l � I ­ ­ - I I - � . , . � I ,­� . XLoP_ �!.wgr I tel' 6 . $a* 44.4 4 rmp gw 0 ; deal, "A Is I k/.,:rli I I low ft I "was -*O NlAxot Nom .4k:x. . r � I r I -lo-no I ­ 11: NILQNNN"� . - x - L � 61� ­1 I ! 1 I'm- =-. , ., . . Auwo . 1 liliiiiim wa , , , I.. _. __ ., � * I ­ . 11 7 ;.. , - (ft I =::--d . h., , . I _k, "�_.woi j � �- -ij "' I IAL� � I L__ , � , " I � I � I I . I _`N` . 1: I I I I .- L I , - �, � ��- � al. --, - I .. admitso" IN . . all eltodmw to. 'm vqtl a :-,4" 1 , : Door I I -�� I ft (..a . I ' -0 SAM : If Stealth- . . 4L" � � I i " , I -ft- o*^ft,,trw. - , "i - - 1,009% . Ili. 140a k1,NI- .% $wl'4% (v I U17, I too' -wow it i, I wr NCTI 1) mff -elf 1� ." ./ "I I at .1 ,A-P. I I 14N - AN.- ,,% � � .1 - �)olrgg. I ! - ,�j � . iv""=1 . 11KA'AmIlew . I Mx%xv . I I I i � I . i ba I � I .1 I � il�'. ; . . I . I I I . I I : I , I . or I, i I $ft , Vq I �4 1 t .. of 11, Y "L iou : � I - ,IV I F . 1.1 I : . j . , - .. I. . wv-jw" "' �­ - y I , "­__ it "llo" 7 . - = - . 7- =-* . - IA L .... 1-1 I ... I 1­1 ­ .*_____ 0. " = - - 10, ! ,:iv. " I - 'L for 1" 41 :� I $I-[ do " , & ", __ - ' Is -ffooz l I 1P .4, 6 'w., � , , I - Ir of [­ ­­ A "' aide _ I , 1. 'N I I ., � " � I 1w., I. . - I �4 .i I - I I I # - __ , . � _ I .� - I . , - I I . 4 � � , - ,4 7 . ,I __ - '. *a .,!�� "" 1'.4 a" 1'.** a= P�A?t i AA ., "-.0.140. at . ' vowl " - - , ,-ualt N-% . I .,-Q-L.lo-w ". , 4 I * ­', "' "as" IKQ-1e%[r1 I M, I .COO- Ot IPIAX �, ux &;=r """ F ��, I I i I -m a" OF P"It i ".". mat I I do I . I-" C 0C stoxmnD 111.1 : � I � A I j "'.-U. ,,w.r = I i DMCT YNNINuffl-JAM 4 wombelovel, ON ftelf , leadig x/gi.." mv. ktg Iff 4 I" um R G 0127PIlAnom no= WutfT A&W, 5.-Itcam.1,1111ft mm"ml 106401 3/1" , a= , �.%,&"!-Ood too ALIflo-lo'." jolk 10046 10m; (109, ,4.0 too ,4b%z WIT)- R % 0 ros" to" WIN 0 443 At. - 940 Otto Aw P*Kt.ls 404rool told to IV-6, t Mit hCW MOM MAW C614M.0UPON slow -VIOSUM 10 K SM11-Clotlf IN( No 2. IN/ tli-C ,.I � X-4611`1 v 0 $5 0. tv-,k - - - - _________ _ - - fil TOP 1. I"r" WiXM?NCS CAN 3m 1 1 COL*ftttl -1 Q11V NIAV T8 $to All, ___ "' ,­.".fON . . �r,�,,-­- m . . *..-' se . . / : . - i L : IT I* . * * : I . ll. $u% - .... .. .. - - To" .�- � ., v" ,OIL 11fitul.l., 1/_4,*X,'.,, ,',� *­` . � I� - im _ _�____ 6 .S.eu..ftm,m" #%***A "�L;Ptt'� C*K 114'2- V"M*y *Wrrk*hQ 71' .. Ism 111,11m ac 25 "" C.Liomk-na n!�vir 'A"! I IN gem w . 1. .---- I... . 11 - __.. , ___ , -----\ \ GLOM PFAMT*k PRODUM LLCj *PAMONN 111.19-0 - 01011 go It, WW I I--- ux ,4,14-i 04600" ..'; 6.4 , M`I I . . - __. , . .-ININ 0",Am KA PIN. to... - I 20-1 76 z tale.- I . - _ , -1 .. ft - .�! � i -- , -;-- k c..�l" " , !2!� - =Im '"111111 i . I . il-77--julag, " IN of - L - __ - _ --- - - __ -1 . .- : I � �,.** Up w,mm a., L L O' A6UAUNa.QR_,_ _QFT10. A__1_l1QR LIFE -5AUjj.._.,5TQRH .,I-;ANLL 5Y57LQ I r * I',- n - 1­;t� ".-"&. EXISTING WO STRUCTURES IV— I,- 1014. � � �_ I .1 I I t ­ .. t � ­ I --- ­ I I __ 11 T I I :, I � � � lc.,vtww;,+� � ki I . 11 I,,: 9 ­X; -I I . I aI I � � "I - 0 � I � . __ ?--- -- - , I 4 __� 2. too I I I e I I - sim-molof 4 . : to. .4. 4 0. r , l (Q� I I I I �_l I it, � 11. ,III- _. __ Z-w,v-­) I . � P SEP 0 8 ZC ) I I I � !Li � I - -1-J, I I N., . L ­� I I . "W"" 1 :��4,110 ; \ V_ - I 41P�, 1 4 �4 1 1 � ALIIERMATDOLI ALTIRMINL2 V </ \ ,. .fr - " , * ad"Na" N , I SS 1,7 , 001`161,0� 4 IiK41_(1_1%?117 ;, jlr,IUAL qF ' - - , C � I I , --A- - ! + � J,j r tU aI , L . "C" ,." I A,Ssist 'I''C. - I � i . I -, , , ig� lI I ­­ � I '.r'jI;,j_ . I C and Wil- I WIT 1. I I I I , - - It. - 1. �_ I �D � a n s R F,"'.1, �- , ltp�" I 8 - _U" (' f : "_ v QLA" I i :1 11 I - I ­ -_ 1 ,6j_�,_ No the ') I to; I L for con ip-lii�i 11 I i to, " --&----" A - 4 . Numoomedoodo a .-a 1\nne Klahr P' I I :, - I . I I I:Q� to I" F-dition by Debt ".1­ ­­­ I I ti.�� MMUNI I ­­ . . . . . � . ... _.. I ", I 4=1mm"n: �- """ - - . . I . I =10 t. E � emolo, ft- . __j - - 1111 - IL_ 4. _1 : � .... . -1 I . " . -I \� ! I I I I 8,) cod A,LTIERNATME - 3 ALTERNAIM-4 I ". ".., I . , 4 -MOW:; '... 00 scmm III or 0 C ., - -I' ame, TWMtf= -CkTVWIC. Do I .01124w law vaelot @LMA-C Of I 0,.N older ft .% 0 I - at 11- ­_.; . ­ :/410:30 PaW."n remelt a Im ALTERM11YE. W012P FRAME NDITIONS & ARC .QR_LQCADW =" Ov v=Zr W,LL W. I' -welvevo "'m I 1.01" 1� -1 � I" ft"- I OVALL MQVHM_"ALLkUQ1S , 16. TILLIr ..... ...... e ALTUMAInT.-1W . iel - . mamis Lw - " .. imste"'. :- . IAO I . '. I. 11,01ftVA "�.040 COK (KP VoTecal Nomorksomew zone) * �IrL, , '� 111�? lolt T 'j, I 1 40 rACA c4i1,11111611m =It Slow gem 9 I JIM SA , . 1.01, � ­ . 1-1.1l I __.- . 1. ­­.- L _-j Z-^'� ", - � I oldoo'k-APaliet Not 9,l,l ^og ftoll &^Dko w� *11 a m It^ ?AM ,je " I - al/P~ I .161 lj;w&vftm,$Lg#4mwo?ct.o' Ill, it I , ­­ . . ADM P"TECT" PRODUM. UC. am : ..'emum am "ft 9= wtvan It. 19 sco.14411,11 . ­V, / 11LIECO..; I ...... 10;�� mm ta s "a' - Pm *4 a. III =�= to 2 4. Va 14,01, - �`lo�I;v . fiv wimia a ii;,,ia ..a i..L ft'U l. � __ . Me. - It do.)Mw ft. , -.1 ........r. RI-1741 W .:, :.1 I=-v= 1_� , , ,d%,.,dN^w'1&" NXT A Ilkir . � I . I . -70 . _ ____ �.-Omp" , -.,,.A wooded; � " I ii= . .-.-- -__ __ . I Ila, 4 .. I . __ I __T:�.L��_ 0'0� - - wave, . No ON I ,�ved I 7th 7 00 mun� _+� (D a) (_ - U) M Q) -,.-, -0 > (- 0 (D 0 a =5 I _0%. _ (D CD- I_- 0 Q) CD- 0 I--- = m = Q_ . .- a (D w 0') U - (n -t--- (D = 0 -0 _0 �__ 0 -2 -- It a) 0 C) r- 0 .]�: C__ = . LD Li- -.- m 0 & I m Co co CU 0 > - - U) (D , a It m U-) 0 C-1 - . i m Cj)_ C m = i ll-l- C-) , - U) < a! 4 z z w mi U) 1 �f L. (3) (a) (1) c- _+_j C/) 4-o-0 =5 Cu > 0 SN_ 0_ C/) 0- < 2 C) (1) = = -0 0 (OU S_ 0- C) (1) U) k .. cz L. m :3 Ili -T. EMWYFAf..41M I . I , � � J n I - SHEET NO. SH 1 . 1 �ee- ,1�� , ��j-�Ii_z,.,,s "' - 19 4 %-I# �' M- 4187 1. *. : P V... st E , , . * loe.�4_ - , - ... I I %% 't � 01. 4 1014 -, I . .... ...... I ,,, l"'o-c- I - I I - r1otts" , VADM Com ("gh Velifellop )Go" L= atedge gogodg& alt ! 10 "K 04VANZIO $lm $Tm Podolia, to -­ - -.------ - --- - ____ am GO 111.11E *am PWUCTM Famum. = -. coins We 4' t� ~ vall, I, .Z. =-mar-Iltz --=V- I-Imi Nowommod-leadi'at voweadde-agglop 20-17's -!F .21iW__ _t1-i - lotte,". _FK _L�� � - -t.ft .,,� - , _'7��_._--,# - I - I w - i i� 0 w " ­ . 1_­____ I—- - __ .--.. . ­ ___ - , 1N IALLATION P , VLA PAREW 1 .A.-JA !! IM. EXISTING WOOD -ITRUCIM I � � � .� o I. .1. � I— I _' J , I - I 4 P.1111-111 -I- I i . 1-1 -1 ..'s-Imt-t at" � __ i I 1, � Z41, at Ill/ I I'll' 4 a .* =,olaor/s' 1 wwAXD ocw,Vi&,`lL,,l -� . '-"a To -f I S - _ I I tsw"A& wom .411'erot. r I I 0I . foom "'Am , ,;Yw . � 1 ckm7w am -N= I � . i i . I i I l � I ­ ­ - I I - � . , . � I ,­� . XLoP_ �!.wgr I tel' 6 . $a* 44.4 4 rmp gw 0 ; deal, "A Is I k/.,:rli I I low ft I "was -*O NlAxot Nom .4k:x. . r � I r I -lo-no I ­ 11: NILQNNN"� . - x - L � 61� ­1 I ! 1 I'm- =-. , ., . . Auwo . 1 liliiiiim wa , , , I.. _. __ ., � * I ­ . 11 7 ;.. , - (ft I =::--d . h., , . I _k, "�_.woi j � �- -ij "' I IAL� � I L__ , � , " I � I � I I . I _`N` . 1: I I I I .- L I , - �, � ��- � al. --, - I .. admitso" IN . . all eltodmw to. 'm vqtl a :-,4" 1 , : Door I I -�� I ft (..a . I ' -0 SAM : If Stealth- . . 4L" � � I i " , I -ft- o*^ft,,trw. - , "i - - 1,009% . Ili. 140a k1,NI- .% $wl'4% (v I U17, I too' -wow it i, I wr NCTI 1) mff -elf 1� ." ./ "I I at .1 ,A-P. I I 14N - AN.- ,,% � � .1 - �)olrgg. I ! - ,�j � . iv""=1 . 11KA'AmIlew . I Mx%xv . I I I i � I . i ba I � I .1 I � il�'. ; . . I . I I I . I I : I , I . or I, i I $ft , Vq I �4 1 t .. of 11, Y "L iou : � I - ,IV I F . 1.1 I : . j . , - .. I. . wv-jw" "' �­ - y I , "­__ it "llo" 7 . - = - . 7- =-* . - IA L .... 1-1 I ... I 1­1 ­ .*_____ 0. " = - - 10, ! ,:iv. " I - 'L for 1" 41 :� I $I-[ do " , & ", __ - ' Is -ffooz l I 1P .4, 6 'w., � , , I - Ir of [­ ­­ A "' aide _ I , 1. 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I"r" WiXM?NCS CAN 3m 1 1 COL*ftttl -1 Q11V NIAV T8 $to All, ___ "' ,­.".fON . . �r,�,,-­- m . . *..-' se . . / : . - i L : IT I* . * * : I . ll. $u% - .... .. .. - - To" .�- � ., v" ,OIL 11fitul.l., 1/_4,*X,'.,, ,',� *­` . � I� - im _ _�____ 6 .S.eu..ftm,m" #%***A "�L;Ptt'� C*K 114'2- V"M*y *Wrrk*hQ 71' .. Ism 111,11m ac 25 "" C.Liomk-na n!�vir 'A"! I IN gem w . 1. .---- I... . 11 - __.. , ___ , -----\ \ GLOM PFAMT*k PRODUM LLCj *PAMONN 111.19-0 - 01011 go It, WW I I--- ux ,4,14-i 04600" ..'; 6.4 , M`I I . . - __. , . .-ININ 0",Am KA PIN. to... - I 20-1 76 z tale.- I . - _ , -1 .. ft - .�! � i -- , -;-- k c..�l" " , !2!� - =Im '"111111 i . I . il-77--julag, " IN of - L - __ - _ --- - - __ -1 . .- : I � �,.** Up w,mm a., L L O' A6UAUNa.QR_,_ _QFT10. A__1_l1QR LIFE -5AUjj.._.,5TQRH .,I-;ANLL 5Y57LQ I r * I',- n - 1­;t� ".-"&. EXISTING WO STRUCTURES IV— I,- 1014. � � �_ I .1 I I t ­ .. t � ­ I --- ­ I I __ 11 T I I :, I � � � lc.,vtww;,+� � ki I . 11 I,,: 9 ­X; -I I . I aI I � � "I - 0 � I � . __ ?--- -- - , I 4 __� 2. too I I I e I I - sim-molof 4 . : to. .4. 4 0. r , l (Q� I I I I �_l I it, � 11. ,III- _. __ Z-w,v-­) I . � P SEP 0 8 ZC ) I I I � !Li � I - -1-J, I I N., . L ­� I I . "W"" 1 :��4,110 ; \ V_ - I 41P�, 1 4 �4 1 1 � ALIIERMATDOLI ALTIRMINL2 V </ \ ,. .fr - " , * ad"Na" N , I SS 1,7 , 001`161,0� 4 IiK41_(1_1%?117 ;, jlr,IUAL qF ' - - , C � I I , --A- - ! + � J,j r tU aI , L . "C" ,." I A,Ssist 'I''C. - I � i . I -, , , ig� lI I ­­ � I '.r'jI;,j_ . I C and Wil- I WIT 1. I I I I , - - It. - 1. �_ I �D � a n s R F,"'.1, �- , ltp�" I 8 - _U" (' f : "_ v QLA" I i :1 11 I - I ­ -_ 1 ,6j_�,_ No the ') I to; I L for con ip-lii�i 11 I i to, " --&----" A - 4 . Numoomedoodo a .-a 1\nne Klahr P' I I :, - I . I I I:Q� to I" F-dition by Debt ".1­ ­­­ I I ti.�� MMUNI I ­­ . . . . . � . ... _.. I ", I 4=1mm"n: �- """ - - . . I . I =10 t. E � emolo, ft- . __j - - 1111 - IL_ 4. _1 : � .... . -1 I . " . -I \� ! I I I I 8,) cod A,LTIERNATME - 3 ALTERNAIM-4 I ". ".., I . , 4 -MOW:; '... 00 scmm III or 0 C ., - -I' ame, TWMtf= -CkTVWIC. Do I .01124w law vaelot @LMA-C Of I 0,.N older ft .% 0 I - at 11- ­_.; . ­ :/410:30 PaW."n remelt a Im ALTERM11YE. W012P FRAME NDITIONS & ARC .QR_LQCADW =" Ov v=Zr W,LL W. I' -welvevo "'m I 1.01" 1� -1 � I" ft"- I OVALL MQVHM_"ALLkUQ1S , 16. TILLIr ..... ...... e ALTUMAInT.-1W . iel - . mamis Lw - " .. imste"'. :- . IAO I . '. I. 11,01ftVA "�.040 COK (KP VoTecal Nomorksomew zone) * �IrL, , '� 111�? lolt T 'j, I 1 40 rACA c4i1,11111611m =It Slow gem 9 I JIM SA , . 1.01, � ­ . 1-1.1l I __.- . 1. ­­.- L _-j Z-^'� ", - � I oldoo'k-APaliet Not 9,l,l ^og ftoll &^Dko w� *11 a m It^ ?AM ,je " I - al/P~ I .161 lj;w&vftm,$Lg#4mwo?ct.o' Ill, it I , ­­ . . ADM P"TECT" PRODUM. UC. am : ..'emum am "ft 9= wtvan It. 19 sco.14411,11 . ­V, / 11LIECO..; I ...... 10;�� mm ta s "a' - Pm *4 a. III =�= to 2 4. Va 14,01, - �`lo�I;v . fiv wimia a ii;,,ia ..a i..L ft'U l. � __ . Me. - It do.)Mw ft. , -.1 ........r. RI-1741 W .:, :.1 I=-v= 1_� , , ,d%,.,dN^w'1&" NXT A Ilkir . � I . I . -70 . _ ____ �.-Omp" , -.,,.A wooded; � " I ii= . .-.-- -__ __ . I Ila, 4 .. I . __ I __T:�.L��_ 0'0� - - wave, . No ON I ,�ved I 7th 7 00 mun� _+� (D a) (_ - U) M Q) -,.-, -0 > (- 0 (D 0 a =5 I _0%. _ (D CD- I_- 0 Q) CD- 0 I--- = m = Q_ . .- a (D w 0') U - (n -t--- (D = 0 -0 _0 �__ 0 -2 -- It a) 0 C) r- 0 .]�: C__ = . LD Li- -.- m 0 & I m Co co CU 0 > - - U) (D , a It m U-) 0 C-1 - . i m Cj)_ C m = i ll-l- C-) , - U) < a! 4 z z w mi U) 1 �f L. (3) (a) (1) c- _+_j C/) 4-o-0 =5 Cu > 0 SN_ 0_ C/) 0- < 2 C) (1) = = -0 0 (OU S_ 0- C) (1) U) k .. cz L. m :3 Ili -T. EMWYFAf..41M I . I , � � J n I - SHEET NO. SH 1 . 1 a= , �.%,&"!-Ood too ALIflo-lo'." jolk 10046 10m; (109, ,4.0 too ,4b%z WIT)- R % 0 ros" to" WIN 0 443 At. - 940 Otto Aw P*Kt.ls 404rool told to IV-6, t Mit hCW MOM MAW C614M.0UPON slow -VIOSUM 10 K SM11-Clotlf IN( No 2. IN/ tli-C ,.I � X-4611`1 v 0 $5 0. tv-,k - - - - _________ _ - - fil TOP 1. I"r" WiXM?NCS CAN 3m 1 1 COL*ftttl -1 Q11V NIAV T8 $to All, ___ "' ,­.".fON . . �r,�,,-­- m . . *..-' se . . / : . - i L : IT I* . * * : I . ll. $u% - .... .. .. - - To" .�- � ., v" ,OIL 11fitul.l., 1/_4,*X,'.,, ,',� *­` . � I� - im _ _�____ 6 .S.eu..ftm,m" #%***A "�L;Ptt'� C*K 114'2- V"M*y *Wrrk*hQ 71' .. Ism 111,11m ac 25 "" C.Liomk-na n!�vir 'A"! I IN gem w . 1. .---- I... . 11 - __.. , ___ , -----\ \ GLOM PFAMT*k PRODUM LLCj *PAMONN 111.19-0 - 01011 go It, WW I I--- ux ,4,14-i 04600" ..'; 6.4 , M`I I . . - __. , . .-ININ 0",Am KA PIN. to... - I 20-1 76 z tale.- I . - _ , -1 .. ft - .�! � i -- , -;-- k c..�l" " , !2!� - =Im '"111111 i . I . il-77--julag, " IN of - L - __ - _ --- - - __ -1 . .- : I � �,.** Up w,mm a., L L O' A6UAUNa.QR_,_ _QFT10. A__1_l1QR LIFE -5AUjj.._.,5TQRH .,I-;ANLL 5Y57LQ I r * I',- n - 1­;t� ".-"&. EXISTING WO STRUCTURES IV— I,- 1014. � � �_ I .1 I I t ­ .. t � ­ I --- ­ I I __ 11 T I I :, I � � � lc.,vtww;,+� � ki I . 11 I,,: 9 ­X; -I I . I aI I � � "I - 0 � I � . __ ?--- -- - , I 4 __� 2. too I I I e I I - sim-molof 4 . : to. .4. 4 0. r , l (Q� I I I I �_l I it, � 11. ,III- _. __ Z-w,v-­) I . � P SEP 0 8 ZC ) I I I � !Li � I - -1-J, I I N., . L ­� I I . "W"" 1 :��4,110 ; \ V_ - I 41P�, 1 4 �4 1 1 � ALIIERMATDOLI ALTIRMINL2 V </ \ ,. .fr - " , * ad"Na" N , I SS 1,7 , 001`161,0� 4 IiK41_(1_1%?117 ;, jlr,IUAL qF ' - - , C � I I , --A- - ! + � J,j r tU aI , L . "C" ,." I A,Ssist 'I''C. - I � i . I -, , , ig� lI I ­­ � I '.r'jI;,j_ . I C and Wil- I WIT 1. I I I I , - - It. - 1. �_ I �D � a n s R F,"'.1, �- , ltp�" I 8 - _U" (' f : "_ v QLA" I i :1 11 I - I ­ -_ 1 ,6j_�,_ No the ') I to; I L for con ip-lii�i 11 I i to, " --&----" A - 4 . Numoomedoodo a .-a 1\nne Klahr P' I I :, - I . I I I:Q� to I" F-dition by Debt ".1­ ­­­ I I ti.�� MMUNI I ­­ . . . . . � . ... _.. I ", I 4=1mm"n: �- """ - - . . I . I =10 t. E � emolo, ft- . __j - - 1111 - IL_ 4. _1 : � .... . -1 I . " . -I \� ! I I I I 8,) cod A,LTIERNATME - 3 ALTERNAIM-4 I ". ".., I . , 4 -MOW:; '... 00 scmm III or 0 C ., - -I' ame, TWMtf= -CkTVWIC. Do I .01124w law vaelot @LMA-C Of I 0,.N older ft .% 0 I - at 11- ­_.; . ­ :/410:30 PaW."n remelt a Im ALTERM11YE. W012P FRAME NDITIONS & ARC .QR_LQCADW =" Ov v=Zr W,LL W. I' -welvevo "'m I 1.01" 1� -1 � I" ft"- I OVALL MQVHM_"ALLkUQ1S , 16. TILLIr ..... ...... e ALTUMAInT.-1W . iel - . mamis Lw - " .. imste"'. :- . IAO I . '. I. 11,01ftVA "�.040 COK (KP VoTecal Nomorksomew zone) * �IrL, , '� 111�? lolt T 'j, I 1 40 rACA c4i1,11111611m =It Slow gem 9 I JIM SA , . 1.01, � ­ . 1-1.1l I __.- . 1. ­­.- L _-j Z-^'� ", - � I oldoo'k-APaliet Not 9,l,l ^og ftoll &^Dko w� *11 a m It^ ?AM ,je " I - al/P~ I .161 lj;w&vftm,$Lg#4mwo?ct.o' Ill, it I , ­­ . . ADM P"TECT" PRODUM. UC. am : ..'emum am "ft 9= wtvan It. 19 sco.14411,11 . ­V, / 11LIECO..; I ...... 10;�� mm ta s "a' - Pm *4 a. III =�= to 2 4. Va 14,01, - �`lo�I;v . fiv wimia a ii;,,ia ..a i..L ft'U l. � __ . Me. - It do.)Mw ft. , -.1 ........r. RI-1741 W .:, :.1 I=-v= 1_� , , ,d%,.,dN^w'1&" NXT A Ilkir . � I . I . -70 . _ ____ �.-Omp" , -.,,.A wooded; � " I ii= . .-.-- -__ __ . I Ila, 4 .. I . __ I __T:�.L��_ 0'0� - - wave, . No ON I ,�ved I 7th 7 00 mun� _+� (D a) (_ - U) M Q) -,.-, -0 > (- 0 (D 0 a =5 I _0%. _ (D CD- I_- 0 Q) CD- 0 I--- = m = Q_ . .- a (D w 0') U - (n -t--- (D = 0 -0 _0 �__ 0 -2 -- It a) 0 C) r- 0 .]�: C__ = . LD Li- -.- m 0 & I m Co co CU 0 > - - U) (D , a It m U-) 0 C-1 - . i m Cj)_ C m = i ll-l- C-) , - U) < a! 4 z z w mi U) 1 �f L. (3) (a) (1) c- _+_j C/) 4-o-0 =5 Cu > 0 SN_ 0_ C/) 0- < 2 C) (1) = = -0 0 (OU S_ 0- C) (1) U) k .. cz L. m :3 Ili -T. EMWYFAf..41M I . I , � � J n I - SHEET NO. SH 1 . 1 - L - __ - _ --- - - __ -1 . .- : I � �,.** Up w,mm a., L L O' A6UAUNa.QR_,_ _QFT10. A__1_l1QR LIFE -5AUjj.._.,5TQRH .,I-;ANLL 5Y57LQ I r * I',- n - 1­;t� ".-"&. EXISTING WO STRUCTURES IV— I,- 1014. � � �_ I .1 I I t ­ .. t � ­ I --- ­ I I __ 11 T I I :, I � � � lc.,vtww;,+� � ki I . 11 I,,: 9 ­X; -I I . I aI I � � "I - 0 � I � . __ ?--- -- - , I 4 __� 2. too I I I e I I - sim-molof 4 . : to. .4. 4 0. r , l (Q� I I I I �_l I it, � 11. ,III- _. __ Z-w,v-­) I . � P SEP 0 8 ZC ) I I I � !Li � I - -1-J, I I N., . L ­� I I . "W"" 1 :��4,110 ; \ V_ - I 41P�, 1 4 �4 1 1 � ALIIERMATDOLI ALTIRMINL2 V </ \ ,. .fr - " , * ad"Na" N , I SS 1,7 , 001`161,0� 4 IiK41_(1_1%?117 ;, jlr,IUAL qF ' - - , C � I I , --A- - ! + � J,j r tU aI , L . "C" ,." I A,Ssist 'I''C. - I � i . I -, , , ig� lI I ­­ � I '.r'jI;,j_ . I C and Wil- I WIT 1. 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K .1 ;� 11 CI(I 1 d �A I Too -7 . � I'll 0-M.. I /4-0 woolcm I . I., 10"I 160"Coft - - ,/6-0 14-ccill I .".*. foccol "040 0 Il at 4AC-co 0 V c I mow),octo * a, a c -4-I 0 0, 0 c (-Z"M -0~ COW-0-1 - I.-ST-4 00,01: CCP-M'% co (.'MST** &*O" coktwm CA 'POVII POWPIM Motown an c�ft7i WILM1. oq�lof`tf` COWAIIIE 960L, Wg"mp �0�.ftm BLCC- Nto�-wx CQW<AM OLX& acovito R_-JA MAXIMU =1m._1___12 TA-M-VAH11 =IIQH R-2A . ti 0-Atf. 9-AUZA-A-TA-SELS - W. I I m WALL-WOUbMINS .II-1, 1% III N ��.I,c �,Lv- .... . 141 104I to 0 to roe 114cpim saw" V" � , - . , ­ ,- & WWAC POP @-W^locm WIt ­­­_ ­ � ,,,,,ol -T-­ � PotIm ,--W out&"" "I APADOP toicom AM too" Oftil4l, ovqp P-I ;l,,� I F=1 Withooffif Aft 00"fft Glo U" *-..- 1_­,�.,� 1 � wwz.,m ft- I 0 I III � oacum .'% ICICIIIAX 601<1 -.4.0 VW&d -, - I , ., �­_ Pow, .� I � p WAU*.�A SPIALIPIL WIWI Clow W-sm" Wo 1-4 -at,filloo, ­Llooft - . "or,^ flu :vormou itl - � . 'PACIii-, -_ "a PAS ww%wlft ITT It "AlOPI 1 . I - To m"m P= I I V, 3 wompt= = I � 113' � Room" wooliod -CCA99D I" 04- amo-m �" 0. r1ol. woorm" I - "tr I � I __. . , 7 %�Upij .. . " ,., ." "' : . 40-44?67 'L * I . I'Lowa. VJL0ING COK 411for, Koh V09I mwrrkww I 1. : 4. of w .* SWE OF ftvu %am me I 24 OAK GOLVANM $Tm slow pme I am,-, Por I. . , .:* . J.. lool . , . I rol ` - --=. Ir " __ / - ' / 11LIECO..., \ __ _____­ ------- _­ ­ ­-4­- _­_ "a MTECTM P*Ooum U.Cj VmAm x''I'll. 1011A II icx1mI ttwt.I .I 1. 11 CMI �_�_ loollcooft too, , . . I. - _ �w mmma-luk h. �6�44, 1 20-175 - - ----., - - -1, u^,90p.�III - . �7_ _� - I :116;17; ,_,,,, - m�__zFwT_ ­ - - OMM ft .7 - , f!9;-.- __�_I__ , _K___P _- - I... � I � ­­ .___­_­__ - INSTALLATION DETA1$ - F ["M-wo-ok I ; _. ­­ ­ , ilaw -WAI - I MCUM" � - 11 I __­ I t � ;9= IV ot � I t 1. i ;.;.u* .`I 1 _ I �[ ,:2� i * ' ` I . , "'Ir llj �� I'' m" j I to WI �� . ul .... lo � -0 L_j ; i, I I f wi 1 1.�,I, -.-a I 11 I -1 � om ON ftoI : I I I I W�4m#,-r, ..W., It .d 1, l I I P*%L utwoo, v a III cavArm I � . , ; ; (*, v� I 2) : 1. I" 3- "... -1 ; ; , � �- *c DLASS I , j", 4 4 1 I I 4 I I , in I II , - ,6 , ", 1 a 0 4 w. : � I; �11 � 11 " 1. (:. "I lj�__l 5 1 1 � I , I ,*.&, cc, t%V111 MNOAMSP vC0 04,446011. p6w 1: opor.c. a .1 -Ir 0, � � I . AL� TIVE-W 0 R GULAR ,--olllfft, hiouNTINGS J.00-1. .',O ...... '�CEN --!,�p . I 1 4 1 um. I INTYALLAIVIld AK OftY OW;� 104 4I - ', - Otscm MtSSLAL flArmoss (P It ,1 Ahp ,Ap,r 1179I AS 0M (LiVAIM;,ri ON "V 12- a $CA " 00-50 ro.MK Cood?*Utt*k wow wevecom Ic w sou"Afft W me t � W/ spocom Kwwry or 0 55 cit 100I - - ---..-..-. .___­­____ + , 1I , " s, wx,� IL-14 opow., SEP 0 8 2ozz ----------] , v At I - I f s -, "! �_ vjpjUAL I _� " �' Assilst inc, - ", I , - C j-'..", - - s we �, *I---- - 'JifttlICAI ' -Q ' C."'I"If. - - 6 _0� �,( I - . � . -��pjtv 15 KIF""Ilik- , - , itb it le ,)U-ci V , , I -A tt I I, T . ­ II ' IV p i,,,2300 . 11. ,,,,,,,�;1(A,,ccn ip',�c'­ - -t ilt'l-jile K,Iahf I I ra I . : 1�0,jfjon by D11 I ; ! � � ' t) I I I � I - �. , - k"` 17 1 -7 in-, 4 . - .,14, 4 141, -_ -.1 - - I WA I . - i I I � I : �' I I I 1�1 I I , � , : I - I ; I Lj-.-I-j 1. i) , Pf� ", I , I *%r ; ,; I .4. 4�0 0 1 � ,--A 11 I , - .11 4. . . I To I I 1. - ; . . L 1 4 ­tI 4.0.1 I I I I 11141 da"I : ! I I cf. foom, 'j, : . I I * 4 I I t! To � :1 , saft"'011 ; [ , I � t '11) "AIS i 1: I , I. � 1 17J:1:2:!� 1 i I 0-s L .. I 4 � **W#A I I 11 . . . . ! 1 4. .. -1 --- I. , , I I : V**# ^wlnm&lv PI I toclop a t 11 In' Oc wI" fild IM c 7- I - h" w-FIA4110d.01 . to, "lot . rLmm nuum WK (*OR Nigh Vol"* low III . 4- ." * '., . I I * to 0 " cow of m 24 4W MVAOM VM =ft III sompip.m. - I GLOWL PROTECT" PNODUCTS. LLG. . - OMA� ... !" 1 4014! Ill __ ,:,. / 1OZZO �gut I 1 ,.�"f-t' ­ _164a7 -&IF "W4.111C."I --.!!W ,�',.�'..I.ill�".* .. . .Lr.a___ ... . - r.:_"� - BII ftooll, ��,m 4. MOND-M, 20-115 - __..___­_1____ -1 WAo'ggkg%MC,IM I I lloo fo�- - I =.II ! - - I - T.!L.� I - 2a= I millb .�!. ' .1 0 . , A_YP( - - ; ` E -, I _a - ­ - __ . ----'--L--- r - �,~.. .-.p.m* ft of . _+_ Q) W . c- (f) -m q) 0 ­5 ,__ �> 0 c- A Z3 1 ( 5 %_ C-) t-_ = 0 w 0- 0 , c- m -0 0- . .= O-) _+_ C) W a U) (1) :t-_ (_ --I M - m (n (1) -0 0 -0 _Q C:: 0 %. -9 -- L_ Q) 0 0�_ = - 3: I c_- -0 U- - M 0 s 1 M m -0 M C) > . S�)_ E 0 (1) - a) _,_ s__ 0_ .- C (n m TO m M A CL �­ -0 .= U) < 1A . n FFA = FFA ff cn I 0 L. (D Q) (D c- -4--i +--i c/) mmi - "'Ir I� III') I ­`,, I c� �1- ",,I `_ "I �___. co C�_ Q_ - F� I.- (D 111� = _T�, (010 0 S_ (I- (.) (a) 0 &�. (1) m L. co Z3 Ll I __� I � <- 27 z < __j n I SHEET NO. S H 1A. EZIW/16 Mf l(VILN a, a 04-ta"'Am" Owe 0% "V Ic sourn if two .=7=1 12 A w, 4 1 f T I t T t r -t tit t I t I t L 1. 1- -1 , I.. 5*6 +uIW/16 MRVALAELEVADON FOR SE_R1E5_ZQQ9__L-_Z HANIQ STORM PANEL_"_Y5_TKM M _�7 SECTION A -A .,,uns, r,&l PAWS 4V Nu 044rk 1, CA!jt :�A* 1-041 0W.A.S 1,411 ZLP.%WLt; TC �,X, � w, A '.W 130 'S tilg',v C.It. A' :TW, A' 1.1AV !01 I-M, 5-Vk,.! 9K W44EC'Ll- 'L; W"OW '"4A �* -4 V'W, Z, GAU C.ALVSMAID STEEL IVCM FAKL I E C 0 PROTEC71M PO DUCTS. U.C. 7. 7, Pzkv PRODUCT EVALUATILIN REPORT A00k,06" Nio"bel Us Rd Ex P 400 Nislaw Oki Preduld 116464,Aetlkafor M AWAMM I So Detwo WOW066012 '"JIMA" 2406 04taftnoill 0040 LoW iffiewim UnWi PlesaAam Scope of Ev.,ituation. WIN LNO ft4owaillo"aft a# me F"two SIG213,1006F AC, ftr ddemaille &cr4f;ftwC* W MWM IN 11111iml 1101aft1lor - tll� 10%61 Substal)(001ony Date. . M2PMyMkVA u arm" M 11541 bo& 1 2400 Galkwond saw siform ONOZ 4 NM ww). shoo" Is ;w#f;wfti tft i %witAvo,l Exivat" agoted A %&&44 bw F(alwit Swelvdit. P & 16 40 t*Wd W of tW C �Alwewkox PAO - OP$ft) WT A" I 100 1 br &Wftow Tommo� Mc L,Nqp awalle I.evishonM and Cyck ban twe- L!, l`­.­d'lX*wow"hT`_*' ,1411 sowd T" 203 lwom stimlitlerals por told r"Paritali 07 ASO 1? 00 1 t, 0 L -f,,o f- . SNUIJ�dgAk. Ll� tofFIEFING CAICULATI= &DUMOSPgoleflowtV Ill" tolve, pfifidW A�, ll r, k,l0l, '710 jobdUCI, 40AW 00 so" la$WW Arwellitm thqmsw ft opeowwr� Cow-, I I 0AN"Noe Axwowsber S"ft 2 111 1 Abomew Spot& I N"Mm Gkm S"WIMMIA Flo-ta. 3344)" 3S4 0660 140601 106-0999 C*. NrA U111f wolltoolso -P &OLowathis L31fts rag 000 we" -n QW aftiarflA rft Pow-cl sevelembeft *Qow, ftaewv ft Impact Rosisamw .'2'w�co h" WOO do"Liffee~ le, 60.1 low f4volltai an) ." L,W"O.00v Wind L nad ROSIStanCO T NJ,. ''.-I tb" tmoo,,� 11 it Ic MW IM VIERK409" .1 Ille %voo, Wt10.kA0K10 "Al PW Anstallation TVs% podd W1611 be etwolkoffor, sh-1 , o, Jt-l-soo: * -0 *- -%P-ft- Pfvdct Evultiollaft 09clumoulf,11 g) dw* wdh A co"wAirosift riallod ftot? mn voto spevilledin Him pfw�l Evehafto iu~ng; Lknitatiom A Cotttftons of Uw �)­ I I,- r*6dud 40ta till on Owl 4, -I&O'ce orft Ow tt%PIC*A P101111,11111 EV411faS0,111 0600TOW, eeqr.W4Nl dra.VVI all ftww ?wow% ""Opp" hvW sb.,Uon ~twe drogled to 0 1`09113 141�9009 4,144WIS "N10) Of$ rot OLCVJfod W w Lin piedoWs issolse" wmwi L W* " to devieftwill ra so a so savok bowiff Lrt a 0141friffeeew 010frevol Ago .,%- � .. l." 1. ...... If- aaw 6464:111�z Ad .4 W� Th% pyAW Note bevot demag"d vv" SM aigaft M9 b6gh VWW* Nw- &No Zol,ft (MV1,411I FriA INGMEM60APREW *1111F.00461401CIMI �%Loh 160 &off 12 1.1aus V It I tolf. 01W6 11,11 slat". F4940. 31462 tlil 3S4. 0640 1 , 666, 1 99*9 L "0,0 7 0 �.o Ir -ok- 01 VV, 00 AW .:F4 J lG_0 --mom 0 .!to whop owng! If OlV1111111 Tog LIP FT10 :t tf:!- :1 .01, W_. 4' `1 It- Z", CK ji, It INSTALLATION DETAILS FOR SEKS 2000 C.--Z HANG PANEI, - STOPM I INTO POURED.-CONCRUE, CQNCRETE 8 _AQQL, 1 9 I/ eo kN 4, 6- UP01A. 0% 16 work V -,.W.oft 7 ir- WALLKQWKT1k& WALL.VOLISM =M_w SCALf 21- W.% PANCL dwcw, W,N 1 .0 10A VJ�. 0­<, �Ik 14- Vw, Aft Vlow rmt. Six iL MTECT11:111,11 F*Wcts, LLC. T ME 0 ALL AMERICAN SHUTFERS AND GLASS GAt VANIZED s,rEEI T kt-t �'A N f I ' 1_/tj" �', 1� . j J�j HVIi 0*� K- WOOL, Ift0d, _T fw2LIS wwIT r4 WAIld LACC, hl'IqWr'. It 1144LAir. 0 in (Iw AM J-1 -A Ax"W"All, JMN flLot ri A %1\,'l �w ' ' TYPICAL VER I ICAL MOUN I ELEVA I TON Mew, te kqeqal V An Mod X" Tv� f�"Lwl NIL., 441.7 Ity.: tt �ViT tvil-ft, &m v AAJ V.A 0 ft"1004T"41 LJ Af0lf & of, 0,19 WIRLA.'ITA -1 vERTICAL MOUNT ELEVA71ON /-2"\ (NOTLHEQ PANELS) ALLOWABLE PANEL $PAN & GLASS SEPARATION SCHEDULE: AU,I*Alkt M WA. 100 7­ SPAN SCHEDULE NOTES: 4t,.A I Nt rq W(A LCLk% 11) #AIU 4 -k 'f" - C& I lit GLASS SEPARATION NOTES: 4000* tol".."'., Z�Q*Jbftt WFAUT1004 F*00w To% oofs;%�­ 0"ke M *tout. to bst we"" 't k�>, 4.66 ourwj CA t-4." Alg, �.A%�, SOMAIP01, _9�6�k �111A �VWIILI�&L,61L MAXIMUM AtLOWA8LE DFSIGN PRESSURES. F)F%I6N NoF- r 4, J, >1 "z4 as IWA* GENERAL NOTES: sit "Y' Al A. t t WQ r064 :6A iw(,� A&P 0 ALL -I, I. U Aj I I It,* ".0 1.14tc K TO ton of%va vallw"an's rK wow, m 40121h. EORW "M . "" ". , , . 1 .1 ­­ olro i,.ft W.,04t %TKI. 0 Ll, ll W,&-A-Itff, 4 A." *P11 RAW N All, W101 l". *41 1�4 -%ft& o).QA �tvgl L-0 I't-wl ILAWS Sh'"A 00� to dt" L( J'M� 'O"Itte lt I.. KYAhjL*K1*ft I"- ft ".9 14 w"lLA"a OWMALAI, CA b to I owe"fola 10 "ww"Wo,og" tallwAl A4 - f rAcou tt AR(wAs #to t AICr2Aft%W11koI! 'jill It I.M >-t- I'll il t ­W LA, it I �,A*t llf All, of IRATIN114 r-1 -w- 11 L*.. I-ft 6 Loll jfw. C. Alll�fjwPwl w4F1 fL .0 In 41%t 0 PJA 5_ 10 - 31 h4l Lori] ALLOWAbl.1i SPAN SCHEDULF TOP 4 _t - - -1, -- ji= W F_ 4 4'rw -wtiO4*fw itt, -,sp ta I �r t u 7 1 .1l" W1 V�l O�Tlq _W 01� It AP Ar tn f off, .0 A 1 zM T 7.77F A 20-31543 A 'AF� (L�T�ClN I F6 P, SEP 0 8 2022 OATUAL AF tSSIST Virwa; e Plans Ct 1jj:, d for ccn ipAance iti ie K'�._'4 7th Edition by Debra,,�nne Klahr PX2300 a &W L f.-A A -lei t Olaf 40W cor 0 3 M, f0safter y -aw Ole" A.Illm em A44 IS 011110- W6, 1jWV PAWL M%CM69 as I gaw OAJA-M two I&r, AIX? WO 711 -xm Is' KILL N Q IN ..V OC V�A��M �.ftfjl, !C�w A Kill, J A ANCHOR SPACING SCHEDULE: r I r1j 4cl Cd t Y* fit, Lt' 't 7 P. TITU I I Iq it Milt: I"., If me Awu t7v I% I, A= ILL 4 21 X .1 1-,Ak A� I H . . . . . . . . . . . . ... mmmaw- 44 IV 14#1 t SZ& "I -0� -momm- 11 14), lot, 6`1 1 -4 OV:414 7 4 1 It V L&U, 16 1' air, *11 14"1 ftk two I" W 66 46 WK I L 14 TV 4 (D (D (D 0 Q) 0 0- 0 S_ M CL U) (D (3) 0 0 C:) 0 0 = = .0 u_ M 0 M U) -0 C) > - E U) (L) . (D _+_ LO ML U) M 0 (-) .= U) < f 1=0 4 z z W Mj " 9 rrtl Pt r"t C1 Ed 1"-d ry ',.I Ci ci :I cl V 41 F�4l' 411- K -to R-i-ium WOOL 114, 2: % ILLO Its to S M911.1 $&w If.- wall- 41 ig, KAMP- h 6; 1 #11, all V S.9, q, Fill -Iveleve-111 C/) all-, III* W, %00 It Ir led us' 0 owe, '. f - - 1. 9" of.�r 9,o, it 1" 140-1111. &V I V itta, Ir I$- f) r $Aff- *A- tv - S .1 il M o"4 4& :3-0 --- ` ". lt� it k t., Noe" 1111, Ir 7iT a 0 33 Or 117 V1 k 4 F iQ ANCHOR NOTES: 5 illo.00P VwwtC,;,,r AMICS 104U WoMcn. m7tvitc,1151M 00 C*&, Pww§M T MAN Siall Of." So" AML, LC11111 COW ~IM Aho blelfct 1,01h I-A&Altq 10M ok ")vk to willfw<7101IT10101 OND CAAM"SIMP "ANTIOP! 1740111M 04� M000130C WAks 04 IN04"if(AINA �Af 'WSI.M.'st 0 0" MACK :AN rTr I JLf I Ill ­�I, _10 4.r W-A4 Of NVIlMl 901 d0t�-t'W It *P. WAMPACIPIALM 4P-1w1-11V4W;1-I. low - 12 to' I t%7uAM Ii.010% POW SIVACTLift "6, 1;0W%M TO ASTIf CK M Ga 2 FAPWft 6 Ream" st &Z "WINIM A010000A 1*40luke at 104fr1to to Lft, pw. 0. 1,­_ It .0 -utto a. W-Aft 10 VNAWWWA,00.016 10 NMI UN&OW (D ( ANY0115 WtO MM IN WLL 64 fNKDMD TO LA-0111111,3LD OWN" 1:k w -L 2v-,* a -W Ti- 10"4111 EXISTING *T%xrm S V11DW 14AMW� "51111114 VACITIVA MW ~. Fill lflin WY FASIt"MAN hV0A3tquW-t livom"Aftow Uj,� JA. TO k1i0000 1% Aoarudu awr lro% see C1,014111.1 "Im" 10 C0 owkk r 1 4` 194% 1 WOM 61IjU)Pj.[M[ D16711,111" 11 ACCMAOtC FM WOW 14 11! 6.4 is OIL GIVAIIIII 91hu" to SMFW It PZWYjA4U "�MDK5. AM CklblLf t4ftittNAlt wal IC1011% UALA&W a PKA&I eaWfIM ait Lij &wLCl4'3* AW "A, �LlWl III CPA P&W �_Alfl. TQkr,& WAO M WFAMM -4" J14101t IN "I If W1K"M'WF FKLL-17*1 Qtw�COCA-21`40 INALL r 20-3L543 < z < __ i r) SHEE I NO. SH 1.5 F0ioi,iPWFATHFR RESISTIVE BARRIER NEA I HER RESISI WE -R 4ARRIF WINDOW UNIT FLASHING REQUIREMENTS TFMPORARILY SECURE UOOR ROUUH OPENIN(J WEAlHER REBOTIVE BARRIER VY0013 FRAME OONSTR. SLOPE 0.3 in : 12.0 in I R703 1 Gpneral Pyterior wall-, --,hall provide thp building with 1 weather-rPeaglant Pyterior wall envelopp This taytPinor wall m.vPk4,* qhall C/) -4-0 -n 0 =3 TAPE EXTERIOR SFLF ADHERED FLASHING V4-- I" RFAD OF (AW, Ir, (0. 6 cm : 30.5 cm) include flashing as described in Section R703.4. 0 _0 SHEATMNO nYIAPPINGI)OWN ADHESIVE TO BE APPIL I[ D UNDER OVER RIMJOIST AND UP TI IR17SI 101 D Or DOOR AND WALL BY 6 IN, JtL I Ul tN LA I JAM13 6', U$E LIOL40 NAIL t.4HANU WtA I SLI-F-AUHLIRLU FLASHING EXTERIOP R703 1 '1 Water resistance, The exterior wall envelope shall be designed and constructedin a manner that prevents the accumulation of water 0 C-_ CU UH LUVAL ritf PRwr CAUI KING -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 draining to the that the cn -CU WEATHER RESISITIVE BARRIER BUILDING PAPER exterior water penetrates exterior cladding. (1) -70 0 -0 0 0 SFAI TOPS Of JOtSTS UNUL14 UL(_;K1N4] WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTIVI D226 for Type 1 felt (y other 0 a_ C: 0 SELF -ADHERED FLASHING (SEF DETAIL Wi;7) IT- -- approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, fell shall be lapped not less than 6 inches. Other 0 LL_ C> approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt C/) M C) > -0 HEAD F LASI IING TIC -IN INSTRUXTIONS- 1. 0A. told up & temporarily secure weather RIM JOIST T. felt or other approved water -resistive barrier material shall be continuZ to the top of walls and terminated at penetrations and building E 0 Q THESE DETAILS ARE GENERIC AND reesistive barrier above header to allow for flashing installatinn appendages in a manner to meet the requirements of the exterior wall envelope as described in Secbon R703.1. U) Q_ CZ 60 - CU CD_ MCANT TO '331 iOW GENERAL FLAGI IiINO AND WATERPROOFING METHODS TO 2. "f-adhs,*-rP<I flashing INus ho.w fl.Nehino "r4L%r weather resistive barrier 3 Fold weather resisti've barrier back head R703 7 3 Water -resistive barriers Water-resi3tive 6arrier% shall be installed as reqLAIred III Section R703 2 and, where applied over wood -based sheathing, shall include a watei-resistive vapor-perryieable barne( with a performance. at )east equivalent to two layevs of Grade D paper. The ci) BE USED. over 2 y individual layers be installed Independently layer flashing noshing andseal w1h lapp shall such that each provides a separate confinuous plane and any (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING Scale. NTS FLANGED WINDOW wpol SIE-1-F-ADHERF-D FLASHING EXTERIOR DOOR WITH DECK - SECTION A WP02 SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER WP03 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance FLASHING INSTALLATION AFTER WEATHER RESISTIVE BAM IFR 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. PI ASTER 12 MIL DRYLOX CMIJ - UA-qONRY M OCIX CXTCR*R SHCATIIING V4'- I" RE AO OF CONSTA INSTALL SELF-ADIOCRED ADHESIVE TO BE APPLIED UNDER I AAHtUr. AAMR A HF An THRESi i0q 0 Of fkg)R ANO R17TURN LAUf IING. ut L UP JAMS tr. USE LIQUIL) NAIL UHANLO FLANC&D WINI �010i ORr QUAII WATHER PW)Or CAULIONC. (SEE DETAIL Wft I) MECHANICALLY FASIEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN COHNLFI�; ASPHALT ADHESIVE ADHESIVE THRWGH SELF-AUHLRILL) I FLASHING -SEI-r-ADHERED rLASHING---­,,, R703.4 Flashing. Approved metal flashing, vinyl flashing. self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant- Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a mani-ei to prevent the EXTREME 'VANDOW REFER TO I[ CHNK;& I F I I FR ON CHFWAL COWAT1131LITY SCORED RELEASE PAPILH entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply �Mth AAMA 711. All exterior fenestration be the FA.IRTFWR FOLD01% products shall sealed at juncture with I) srAl ANT AT :�[Lr AC)ticneo rLAstim 1OLVOK *M*L RE LEA' E PAPER TO tXPOSE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater fDr proper joint expansion and 4) SFAI ANT JOINT W104100w SUCK f 0 OU'18" EDGE OF 9.A LXTENO A MiNIMW 6" \ff HTICAI I Y FROM contraction, ASTMG1 281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as MASONI?Y W"XYW SUCK 2) SLAIANT JOINT BOTTOM Of THRESMOLD flashing in exterior walls shall comply with AAMA 714 The flashing shall extend to the Surface of the exterior wall finish. Approved flashings shall be installed at the following locations: 5) SFAI ANT FROM nesw rr)Gr or WINDCM FRAME AcRMWINL>0"'bU(:K WINDOWS" SICTION-A (SEE DETAIL. WP02) ANDEXTEND 1`0 WINOOW FRAME MASONRY� At I A0 I� 15) 1 OOL L U SLALAN I I-ILWIREMENTS BEAD BPXXMW C.1 ADDWAG AND V11111110ow %�-1 1- ADW-14M) 1­1 ASHISIC 2 1. l.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface c�f the exterior wall 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 following: FRAMF S.F1 F,AIIHFRFI) F, A811MMO 5 1 1 The fenestration manufacturer's installation and flashing instructions. or for applications not addressed in the fenestration 3),SEALANT WINDOW FRAME T WINUOW !:�MK ALL THE WAY 1 0 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions Where flashing instrurtions or details are AIVANU, %NCLUDM GiLL. DO NOT FLASH OVER (2 SEAL TOPS OF JOISTS UNU04 Lk 6 not provided, pan flashing shall Ue installed at Irie: sill of exterior window artO door upenin9b. Pan flabhing 5hall be sealw ot- sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive bafrier for subsequent 90TTOM NAJLM (SEE DETAIL WP07) 28 (7 drainage. Openings using pan flashing shall incorporate flashing or protecfion at the head and sides. FLAWIF RFI F_Ar)HFRRr) Fl ASHING EXTERIOR DOOR WITH DECK WP05 SELF -ADHERED FLASHING INSIDE WP06 1.2 1.2. In accordance with the flashing design or method of a registered design professional, 1�3 1.3. In accordance with other approved methods. 1 4 In accordance with FMAiAAMA 100, FIVIA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMAIWDMA 400 SCS 06_05 CMU INSTALLATION 6 POIN T BUCK AND SELF-ADKERED FLASHING ROUND WP04 rCNESTRATION INSTALLATION AND INTERrACC HALF WINDOW CORNER 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. SHEATHING 3.3-Under and at the ends of masonry, wood or rretal copings and sills. 4.4. Continuously above all projecting wood trim. SEP 0 8 2022 5.5.Where exterior porches, decks oir stairs attach to a wall or floor assembly of wood -frame construction 6.6.At wall and roof intersections. VIRTUAL Fit IT 7 7 At built4n JAMS. SILL AND HFAD DETAIL Welm Resistant Hemet Lath gutters. Virtua; -)Iarls Sti ink pproved APPROVE05HEAR1111*3 APPROVED HOUSEWRAP .5FLF-ADHERE0FLA5I­QI%i PATCH sh"thirig THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL fo, con, piiancx -dition by Debr ith -trie 2U'O i,;). ie-- K'ahr PX2300 7th STRUCTAt A`rH TWIN TRACK 25 4-' FLASHING AND WATERPROOFING METHODS TO BE USED. 314* CEMENT PLASI ER 12 MIL (mini DRYLOK rXTRrmr APPROVED FLASHING TAPE UOUBLL 4 -V" SC ALANT SOCKET VMATH TOOLED APPROVED SEALANT JCHST SINGLE WOOD BEAM FouiWulmi WWI 7/8"Cement Plaster in amordance with 7/8" Cwnent Plaster J QIs BELOW E I SELF -ADHERED FLASHINL; SELF ADHERED FLASHING .'4 ASTMC926 in accordance with 4 AS'FMC926 2) Felt backed metal ncp lathe in accorda Fell backed metal -SELF-ADHERED SELF -ADHERED (4) with ASTMC 1063 lathe in accordance FLAMING FLASHING (2D with ASTMC 1063 .... ... Uuilding Paper Building Paper ........... ............ ';C"; 06 02 WINDOW FIN IN I f PFA(F WITI­,A SELF -ADHERED FLASHING WP07 SELF -ADHERED FLASHING I SIDE CORNER WP08 FOUNDATION WEEP SCREED WP09 /z sheathing 7/16" O.S.B. Metal oo cheathing EXTRUDED SHOULDER DECK JOIST _M Flashing .... ...... ......... . Weep Screed CZ SELF -ADHERED FLASHING 2x FRAMEWALL Installed As Pei ............. Manufact. Specs. PRODUCTSDETAILS S INIP Of SAF LEGEND SLLF ADHLI MV P LASHW; (SAF) Maintain Stampede oi- similar Bottorn of bottom TILE FINISH--_ F_ URA(NAGE PLAHL WHO DRAOW317 PI ANF �DP) WUAT) It R Rr SISIANT cauk Weep Screed joint only MRRIFR (WRB) C_ WATER RESISTIVE BARRILRS ARE REQUIRLU BEHIND STUCCO lrZDUROCK - ------ > W)Nn RRFAK WFATI IFR RFql'.; TAN r RARRIFR "D BREAK WRB sr.Lr rURMNG(f�17) tAlli 1 1/2" to 2" Above Roof Weep Scireed PER THE F8C RESIDENTIAL 7TH EDITION (2020) - 1'4" PER PLAN 2� PI,ASTFR A(CF.SSORY SF I AW SHF-ATHING.'OW.PLYWWO.L)L-N$LiLAiS Installed As Per Manuract. Specs. (M CD Detail Instructions Refer to the numbei marked as in each detail that corresponds to the numUerecl Items in the list of instructions Uelow: V-0"PERPLAN WRAP OP WRH ONTO TI IF Vf RTIGAI SIMFAU TO TM OF LANC* AS AN AIR 10"Cementitious Cement Plaster Decorative Finish in accor0ance > C) 0_ MHF41EH with ASTMC926 0 � SLOPE --All insideand 2nd 1 . Install self -adhered flashing in otdiall as shown by numbers 2. Install flashing barf to form water 0priding _J U 8"CMU % 3.1rr INCH I-LAWUL over woW outside corneir will floor need to be miter and weather resistive ier 4,, laps for OR 8w CMU (PER SEAT DEPTH)- I -cut and caulked all butt joints ne-ed to 0 0 3 Self-adhief,ed flashing can be substituted building paper Z Z __�STRUCTURAL FRMIRG =3 4. 3plit the release paper using the ripcui-d (3plit release on demand, -T FILL MTH GROUT WAII P iming Stampede (x sim. ­01 embedded in the a�dhesive layer) - for ease of installation and to miinimi7p, scoring cuts . I _... . . '_ .4 LIJ LU a- a- THkR W 19 A RESULT o� PLASTER S l' OP NATUFLAL SHRINIKAGE: - caulk for all 0 L. (n DO NOT SEAL. 5. Remove all release paper per standard installation instructions and m U) LIJ CONTINUOUS SACKER ).,---r)RAINAGr P1 ANi 'VIRB adhere to sul)ijtiate using a 5quaie piece of flashing material (6" x 6" ___4 0 M C) WA) A SFAI AN I onip srni;Fn PLAST�C tW** J tiKt- AK WKH W Minimum) 6. Fold as shown Dy 81TOWS SLOPED MUD BED --- w ACCESSORY SFLATH CZ 7. Angle of comer may vary, adjust folding of the flashing accordingly to 0) 3: 0 OA co fit tight to corner VINYL SHOWER PAN F-J Note: A- Mechanically fasteri as necesssary % _81UT The building paper and metal lath must be Cenw.nt installed over the top of the weep screed. PLASt LH CONTINUOUS BACKER RCV Plasier over block &.fj�LANT 'Ist floor W CEMENTITIUV$ FINI-S < CL SHEET W-1 ____ SHOWER ­ SEAT WP 11 -�iU Ir I- I I A.;AN I ILLV L R WP10 WEEP SCREED DETAIL SCALF-: NOT TO SCAI F WP1 no '?P-SZBq L-p-nncv uc� �fe 2zI7sy%- 0