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HomeMy WebLinkAbout6312 Beverly Hills Drr3 (7,- ABBREVIATIONS ABV -ABOVE AFF - ABOVE FINISH FLOOR AHU - AIR HANDLER UNIT A/C - AIR CONDITIONING ( LiE 'V ALUM AT - ALUMINUM - ALUMINUM THRESHOLD AB - ANCHOR BOLT AVG -AVERAGE 2022 BFE - BASE FLOOD ELEVATION BM -BEAM BLK -BLOCK BLDG - BUILDING BRD -BOARD BRG - BEARING BTM -BOTTOM BUC - BUILT UP COLUMN CAB - CABINET CD - CONSTRUCTION DOCUMENTS CLG - CEILING CLG HT - CEILING HEIGHT CEMT - CEMENTITIOUS CL - CENTERLINE COL -COLUMN CONC - CONCRETE CMU - CONCRETE MASONRY UNIT CONST - CONSTRUCT OR CONSTRUCTION CONT - CONTINUOUS OR CONTINUES CTR -CENTER CJ - CONTROL JOINT DP - DEEP OR DEPTH DTL - DETAIL DIA - DIAMETER DIM - DIMENSION DISCON - DISCONNECT DW - DISHWASHER DR -DOOR DBL - DOUBLE DWG - DRAWING EA -EACH ELEC - ELECTRICAL ELEV - ELEVATOR EQ -EQUAL EQUP - EQUIPMENT EXP JT - EXPANSION JOINT EXT - EXTERIOR FIN FLR - FINISHED FLOOR FIN - FIN EW - EACH WAY FG - FIXED GLASS FD - FLOOR DRAIN FE - FIRE EXTINGUISHER FLR - FLOOR FLOUR - 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 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 TOC - TOP OF CONCRETE TOM - TOP OF MASONRY TOP - TOP OF PLATE TP - TOILET PAPER HOLDER TYP - TYPICAL LINO - 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 I SYMBOL LEGEND: I = STAIR CALL OUT 0 = FOOTING CALL OUT- SEE FOOTING SCHEDULE 0 = KEYNOTE CALL OUT PRE -CAST LINTEL CALL = OUT - SEELENTEL SCHEDULE LEDGER CALL OUT - SEE 0 LEDGER SCHEDULE 'HEIGHT OF x _ STEP DOWN STEP DOWN CALLOUT ARROW SHOWS DIRECTION OF VIEW 1 ELEV NUMBER A9 SHEET NUMBER EXTERIOR ELEVATION MARKER 1 =ELEV NUMBER 4 A15 2 SHEET NUMBER —ARROW SHOWS 3 DIRECTION OF VIEW MULTI VIEW INTERIOR ELEVATION MARKER SHEET NUMBER tt� INT ELEV NUMBER ARROW SHOWS DIRECTION OF VIEW INTERIOR ELEVATION MARKER ARROW SHOWS DIRECTION OF CUT 1 Al SECTION NUMBER SHEET NUMBER LOCATION OF CUT SECTION MARKER GENERAL NOTES 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 Q HANDRAILS - CHAP. 3 Q GUARDRAILS - CHAP. 3 Q STAIRS - CHAP. 3 Q CHIMNEY & FIREPLACE CHAP. 10 Q 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-O" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND PLUMB. C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS C.3. FRAMED WALLS EXTERIOR CA. FRAMED WALLS INTERIOR C.5. DOORS AND WINDOWS D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - UNLESS OTHERWISE NOTED E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE STRUCTURAL MATERIAL ABOVE AS SCHEDULED G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE DRAWINGS. N NARM LENNAR TAMPA DIVISION 4600 W CYPRESS ST, SUITE 200 TAMPA, FL 33607 813.574.5700 2551 VERSION CHANGES VERSION DESCRIPTION OF CHANGES 1.0 PLAN REVISIONS 2.0 PLAN REVISIONS 3.0 TRUSS CONNECTOR REVISION 4.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE 5.0 ADDING K, L & M ELEVATIONS INDEX OF DRAWINGS SHT NO: TITLE CS COVER SHEET Al FOUNDATION PLAN A2 1 ST AND 2ND FLOOR PLAN A A3 STAIR DETAILS A4 FRAMING PLANS A A5 EXTERIOR ELEVATIONS & ROOF PLAN A6.1 1ST FLOOR ELECTRICAL PLAN A6.2 2ND FLOOR ELECTRICAL PLAN SNO STRUCTURALNOTES SN1 STRUCTURAL NOTES S3 FOUNDATION DETAILS S4 FRAME WALL DETAILS S5 STRUCTURAL DETAILS S6 WALL SECTION DETAILS SS RETRO FIT DETAILS ST STAIR DETAILS S11 PRECAST DETAILS S12 PRECAST DETAILS PA 1.0 PRODUCT APPROVAL PA 1.1 PRODUCT APPROVAL PA 1.2 PRODUCT APPROVAL PA 1.3 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 WP 1.0 WATERPROOFING DETAILS AUG 2 4 NZ2 `iIAtUAL a� ✓III,,: !,�s . 4 . 2d fth Editiu, i �jy ut-,u� 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. A' E ^, W L.> 0M O o co V) V M M Vj 5 O O �g U o "m Q . _ t C) i� < V^,) U W QN C L cO E M 7W 0 ^ 12c V ❑LLI Uj �Qw0�� uj <� OfzW �l¢ ¢ of�- z � (DWao<�o°—jo QQ(� X_�o❑¢❑o z,Lw-z2oJ❑a oa��ooxoomZ0w a w-nz❑ ww w- �OpoZ<-(WO�Q~n ILL o❑Q ox o S Q¢<X¢ L¢ o L O O Z W OF- �_5 = ti cM O Q C/) M z LL 2 toz < ti W i- WIZ('M 0- 2 o Z U W w J O O It mi INK I CV 0 0 0 0 0 N M M 0 0 0 O N N O O c— O O Z 0 Wp O O O O ni ri v Sri I I ' c cor^ zZ vJ Qz O ZW W zz 4-8W o �O O O U UV_� 5; Lo -0 O o Z a -a Ey Ln = m=w tV • �-z=o <�N W oN O zo� Q U gwLL LL Z z Z U Q poo.. M—M W � Z z J W-44- 0 N LAST PLOT DATE . . April 25, 2022 Z4-0 1 1 COVER SHEET FOUNDATION LEGEND: NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ) IN ACCORDANCE W/ AC1224-3R 0 = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB A = FILLED CELL W/ (2) #5 VERTICAL C = 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 G.P.M. SHOWER HEADS 2.5 G.P.M. VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS. LICENSED PLUMBER TO VERIFY AND HAS THE AUTHORITY TO CHANGE AS NEEDED. O KEYNOTE LEGEND KEYNOTE ANNOTATION �J 1/2" DP X 9-1/2" WIDE RECESS 2� 1-1/2" DP X 8" WIDE RECESS 1-1/2" DP X 13" WIDE RECESS ICE MAKER LINE SINK - KITCHEN REF WASHER 8� W/H 9� UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 12 42" x 42" A/C CONCRETE PAD 13 BEARING WALL 14 (3) BUC W/ HTT4 ON BOTTOM C FOOTING LEGEND TAG TYPE SIZE REINFORCING AA THICKEN EDGE 8" x 8" DP (1) #5 CONT. C MONO FTG 20" x 20" DP (3) #5s CONT. C PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY C MONO FTG 16" x 12" DP (2) #5s CONT. A\ AUG 2 4 2022 q�. y in iLA�. I rh Il , L`i' britI I It �r Editiu, ! oy vtu� _. .,.,� ,. ;Soo FOUNDATION PLAN (ELEVATION B 1 /411 = 1'-0" + N N O l a u0 co Lu 4 O w It 0 z Q E O L L -0 CM " N co AVA, � m Q p_g < Mtn w Q 0 E of i o CL W 0 W WW W W O X0i_jQO¢(rQuUOLO Q Q U =ao<ZLL-�oom9zaQ ��d�inww�zLLw<o�_' Q O UU O Z a�QpwQOZWZowvoa LL Ow ��� MLLIZ Ox �Q LLQ o FQw f O Z 04 LLI OI­_ S2:D r-- 0 0 1.-:M O QU)(M� w LL ti I— CL Lq M 00 Z 0 F- W J O O I I i N O o0000 O O r N N N N N N O ` ` N .\- O cp O a O r N O N O Z O Lo Wo � r 0 N 0 M 0 'i 0 6co i Z Z Q W O - O W _ zz 0000 U U u)_ Lo oZ> owo -a -0 z a Q Lf) = W F' r C N zoG= . . W Q� N= O zwo z V gZLL zQ coz LL �C � 0U CL .0 m z z z Lq � LU,qt O N LAST PLOT DATE • April 25, 2022 Z 0 MONO FOUNDATION '= PLAN B - — -- -- - -- - — -1 I I I_ _ I 30'-0" OVERALL 14'-4" 10'-4" 5'-4" #dI 30'-0" 42"X42" AC PAD, S2'-10" 24'-4" SEE SHEET SN1 FOR AC UNIT HOLD DOWN 3 1/2" 2'-0" SH 25 SH 25 Co 00 HD AT 6'-8" HD AT T-3" ti 1- EGRESS • HB EGRESS <V N N J J 0? LOj O o �=C? v mbo w P: J TIE BEAM v AT 8'-8" mbo w FQ 7 5/8" 5068 SGD 7 00 GREAT ROOM o BEDROOM #2 Co - 8 8 CLG 10'-0" X 12'-4" 8'-8" CLG v 10 16'-01/4' 6'-101/2" 5'-0" (2) 2068 BF 6" WALL (3) STUD 44 COLUMN BELOW—, R & S 12'-10 5/8" 11 9'-2 1 /4" 3'-7" 2' 2" In M 2X4 KNEE WALL, TOP u ;I AT 34 1/2" H KITCHEN O u u W 8'-8" CLG = ° 0 w BATH 0 co p C9 8'-8" CLG DINING ROOM i' ° C Z LD m o0 TP 8'-8" CLG 9 ii H o RANGE bo W/ HOOD C u u�---- uu u lil TB u ul - II 9� M i 2'-3 1/2"' 7 5/8" 0 6" WALL 8'-8 1/2" 06,1p 3'-4 1/2" 6'-3 1/2" �) '-3 7/8' 5'-3 3/4" PLUMBIN C� PANTRY 51/8" 1 STACK WALL iv 6'-7" REF B.U.C. ' 4 16' N S/H - ----- G 4" INSULATED BRG WALL - ----- S3 STUD PROTECTIVE (3) BELOW BOLLARD coCOLUMN CI 20 MIN FIRE RATED - ----- bo DOOR W/ WEATHER STRIP (2) 2x8 00 HEADER g SEE Q/S4 TWO CAR GARAGE 18'-9" X 20'-0" 4" INSULATED ---- BRIG WALL 7 00 N FOYER ----6 M 8'-8" CLG 5 CC o ----4 S3 N __________ ___LINE OFGARAGE IN OPEN POSTION 00 p` CO = 00 SEE DETAIL D/S3 P n FOR FRAME WALL TO CMU CONNECTIONS SH 1/2 HD AT 6' 3 1 " TEMP.G � TIE BEAM TIE BEAM 1'-4" 4'-7" 4'-1" AT 8'-8" AT 8'-8" $ 8 CLG 16070 — — — — — — — — LINE OF STRUCTURE ABOVE 17 -4 4' 0" 2'-0l' 3'-4„ 21_0" 18'-8" 30'-0" FIRST FLOOR PLAN - ELEVATION B 1 /4" = 1'-0" 7 5/8" ?x8 DEADER 3EE Q/Sj co i v _(4) DP SH N ti M O - L� N LO 00 N - Q LO co 7 5/8" LO m 00 1B TIE BEAM AT 8'-8" �bo w 0 8" EXT FRAME WALL 2'-10" (2)2X6 HEADER SEE M/S6 - TYP. 2ND FLOOR SH 25 WINDOWS D AT �,. EGRESS !jtitlt� : :►itiTititi?ititititititititltltl`diti?itiTitiTiTiti iT1TiT1TiTiT1Ti tltiTitifitlt itititi?iT1T3TiTiTiTiTiTiTiT.ttititititititi?iTitititltl?i1 =' �: ititit� H x - -BEDROOM BEDROOM• ;O ;, CLG - Eo 1 N_ 7r- co• _ _ N .- •.•IC ,. CO • LOFT M r � H r or H � 36" LOW WALLH r — F DRAIN H .. F 11 HEAD : Co VALVE «I �� •• • , of 4 or 0. - •• F O ti OWNERS Ti • • • • • a------TiTiTi: :�1t1Tu:lTlt« • HEADER T8" . «I EXT HD AT T-3" 2ND FLOOR HI FRAME WINDOWS H MSTA36 » • O FLOORTRUSS "•1T1111111T17 : : lTli1T171T1TiTr BELOW .I �ZiTiTltiti:: :: �tifiti?itititi?itltltJ: =: 11TiT1f1Ti --SH 25 HD. .A EGRESS ` AUG 2 s� i ,t. :h Eglml ,)y %4_300 ,SECOND FLOOR PLAN - ELEVATION B 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 BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11 / R-13 KRAFT FACED 0 N M� w Mw -4" O CM LO -2-PLY BUC W/ (2) MSTA36 STRAPS TO FLOOR TRUSS BELOW 1 /4" = 1 '-0" 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. GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. INSTALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. ALL ANGLED WALLS TO BE 45' UNLESS NOTED OTHERWISE THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.) = 56" A.F.F. TOWEL BAR ABV. TUB DECK = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.) = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 1X3 PT FURRING STRIP R 4.1 HIGH PERM,1/2" GYP 8" CMU 2x4 INSULATED EXTERIOR STUD W/ 1/2" GYP ON INTERIOR SIDE. LINO NON -BEARING 2X4 STUD W/ 1/2" GYP. LINO 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 C = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) SQUARE FOOTAGE: AREA PROPOSED FIRST FLOOR LIVING SECOND FLOOR LIVING 1110 1470 TOTAL LIVING SQ FT 2580 ENTRY GARAGE 33 403 TOTAL SQ FT 3016 STAIR DATA STAIR MARK RISERS TREADS LANDINGS TOTAL RISE A 17 AT 7 3/32" 15 AT 10" 1 10'-0 3/4" TREADS WITH 1" NOSING 3 WALL SPLICE DETAIL N.T.S. 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 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) SIMPSON MSTAM36 STRAP EACH STUD�(1DSTRAP 3 SIDE) CENT �� ) 10d NAILS AND (8) 1/4" X 2-1/4" TITENS INTO GROUT FILLED CMU - STRAPS TO BE ATTACHED DIRECTLY TO CMU * CENTER OF STRAP AT T/WALL TYP. U.N.O. SEE PLAN w O z w w co 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. - -e.... N O - N N_ A � \ :s L L a w 0 z Q (D LO E CD W 10 U n ce) N rt� coo(n U -0 �° 2 M C} 5 0 u o �.� O11g Q t u .N C- N C 00 E o � FC-) a a LIJLLI �LLI uj w0� w P w J w 2 1.-0 �0j�_JQOa�¢Ix y LL00L_j0 Q V 0wXX0z0=00MC) 0Z�U U)waw-WwjU5wOfQo>_� O 0 O Z U` > LLIU Q 0 w Q V5Z W Z� U 0 a LL Q< 0w �I-H �Y23 O Er 00 Q Z w Q Q LL a 0 �- LL « O Z 04 LU O� > U) q 0 � �M O J 2 U) tM Z U Z W JC:) O 'Cr I I I l I I I N N 0 N N N o�000 NCl N N N N N � M M Co C)O 0 O � N O N O ' ' Z O wo > c- 0 N 0 M 0 0 lf')00 I QZ C)w _ W z(j) ozz O V 00 UVV5 LO nz5; g wo Z a_a � Q T"I I— LU Sri = = m Hw 2 N W zoo w 0- <:) � N Q O zX0 Z Uaz LL mz U Q p _o W 't z Z W J a (V LAST PLOT DATE o " April 25, 2022 Z4_0 0 1 ST & 2ND FLOOR PLAN B 36" LOW WALL ENGINEER TRUSSES 1 /2" DRY ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIRS SURFACE AND ANY SOFFIT PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR 302.7 STAIR SECTION 1 /211 = 1'-011 NOTE: HANDRAIL TO COMPLY w/FBC 311.7.8 AND TO BE 34" TO 38" ABOVE LEADING EDGE OF TREAD. RAILING ON OPPOSITE HEADROOM AT STAIRS TO BE 6'-8" MIN. WALL - PROVIDE BLOCKING AS REQUIRED STRUCTURAL LIVE LOAD @ STAIRS =40PSF. 3 1 \ I I \ \ SEE SHEET ST FOR STAIR DETAILS \\ 42" H. SLOPED LOW WALL ti. SEE SHEET ST HEADROOM IN STAIRWAY FOR STAIR DETAILS TO BE 6'-8" IN ACCORDANCE IWI FBCR R311.7.2 10" 1" NOSING �7tD ti RISERS CUT FROM 1x MATERIAL TREADS CUT FROM �2x MATERIAL (3) 2x12 STRINGER----/ STAIR DETAIL 1 /4" = 1'-0" 2 --� ^ A3 (3) 2X12 STRINGERS - REFER TO SHEET ST FOR ADDITIONAL STAIR INFORMATION AND DETAILS LANDING AUK 2 2022 JIRTUAL �4~ /,4300 Edith-, jy N O Lo N J co Lo y < 9 w w 0 z n' E W ' 0 � N `1 N M N -07C) co m AV W `- O = o 2 o Oro mQ U�0 nV) V w C�N C c0 W E M v2,0 (D W Z <"002-0 Q Q U f- Q�g JaO< �aoazWLL°Z20'F-aQ oW0 W-Zow-(r ZD U X �-y 0 O Z - cn �u ¢< Q Q W Q w � � a Z W Z O°CL -j LL OW 2F(— ox o �YOaa oaQa� a LL a O F LL 0 Z N OW 0 O z M � Q M t qq u- W U7 W IZ M Z U W W J0 l i N O 0000a O O N N N N N N N N 0 00 O N N ' z O Lo Y wo � �- 0 N 0 M 0 4 L6 tocr ; co U } zZ v^ J Qz w O W moo +�-+ U wL)co F- O z)z5; or- -� Z-¢a Ln N p~O zom W <�_ N Q O z V g0fo az LL z ZC 0U 0� m z ¢ z z w w J O N LAST PLOT DATE Z0 0 J STAIR DETAILS 0 T zo O L SS sn'_n" FTF2 GABLE TRUSSES SET BACK 3/4" (TYP. ON BLOCK BEARING) U_ 2 1 Q COLUMN ---------- ----------- AU I I t-t II 10'-01, o N � LL z r II 1 I II I I I I 11 1 1 FTF4 I I I I I I I I I I I I --- II — J—L -- II II II II __j n r1 II II II II 00 II II J II II II � I I I I 4'-4" b I I I 1 1 2 Klz R. Q (3) STUD S4 COLUMN BELOW co LL t.� N.tiµ 1 ' •- ';day::. .t.n'" LL 551 CRICKET- BUILD IN FIELD FTG5 NJ FTF9 LUS24 J -i N 111 r -i N = r -I N 2 FT14 - -- — r -I N 2 r -I r N N 2 I -i r N 2 FT12 -I r -I N r -I eNe�� S r -I N r CC)F L L. 00 LUS24 , 4'-0" 4'-0" DGE SIMPSON HTT4 FROM TRUSS TO BLOCK 6-0" V-8" 6'-0" 111/4" 1'4' T-4" 18'-8" 30'-0" I FLOOR FRAMING PLAN (ELEV Ba " = 1'-011 1 /4 O KEYNOTE LEGEND KEYNOTE ANNOTATION 10 BEARING WALLS O A/C CHASE O AHU ABOVE O4 22"x36" ATTIC ACCESS 05 STAIRS AREA 06 2x8 BEAMS SEE A2 FOR SIZE AND CONNECTORS M 0 80 Cl) 0 r O F- LL SIMPSON HT FROM TRUSS TO BLOCK KI 1 It" U 0 U LLi M U U L) CJ1 CJ1 Ii rl II ii II I I II i I I CJ3 Ii it EJ7 — CJ3 � II II II II I I CJ5 II II II ii it I I I CJ5 A9G ILII I II I ji A7 DROPPED FLAI TOPS OF �1 HIPS FOR FRAMI G -------------------------- ---� I (GIRDER NOT OPPED) A5 II II II L--- ------------------------------ - 11 I II Ir-------�r--------------------AS---- II N I BOTTOM CHORD CAN BE Al REMOVED IN FIELD OVER ______ "--- ________ I L_____________J 1 I AHU IF NEEDED (SEE ENG) I I I I _________J _ J A1A II II II 3 II II II II II II I I r 1 I — ----- u ------------------------------� I I II rT ------ J L------------------------- II ¢ II C?II II CD M L0 I I I I II II CM u') IL_____� O II II II II o N II II J S6 II ii II 11 A2 _ II --------------- I II II II 11 I1 I A4 II II 11 II �I II L----—L------ Yi, ----A6 ----J I DROPPED FLAT TOPS OF I I T f HIPS FOR FRAMING (GIRDER NOT DROPPED) A8 I I I I I I I I I Ll I r --_J L------------ A10G I I T-0't 1 2'-0" I I 1 I II °° CJ5A V II L ii II CJ3A EJ7 (7 i i i co II II g I II II CJ1A II II II O II II C)_ �Q I I I I I m ¢ ¢ co U I I II II II BGE CGE 0 0 10'-0" 6'-4" 13'-8" a J I T U A L R: 30'-0" s� ROOF FRAMING PLAN (ELEV B. 1 /411 — 1'-011 HANGERS d IL = LUS24 SIMPSON Q = HTU26 SIMPSON I. = THA422 SIMPSON SHINGLE ROOF 12 41 61 12 HEEL= 3 5/16" 2� 61 PLUMB 2X4 CUT SHINGLE ROOF HEEL= 4 1/16" PLUMB CUT TRUSS HELD BACK 3/4" PLYWOOD 3/4" SUBFLOOR WALL HT. BASED ON 8'-8" A.F.F. 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 FLAN 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. 877-293-9487 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 TRUSSESAND 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 2 16D COMMON NAILS S OR 0.128" X 3" GUN NAILS 2X4 STICK LUMBER 24" O.0 MAX IN LINE WITH JACKS (SEE DETAIL IN ENG PACK FOR GRADE) DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) LABELED END MARK REFER TO ENG. PACK FOR CONNECTION — CJ5 CJ1 U U V-0 5/16"-t-� I, 2'-0" I. 2'-0" TYPICAL 7' SETBACK CORNER -SET LABELING AND SPACING TRUSS QUANTITY: 112 ATTENTION! DON'T LIFT SINGLE TRUSSES VNTH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -81 30' Span or less 30' to 60' Span Spreader Bar Y / 60 degrees or less 1 2/3 to 1 /2 �l Ta line cpan approz. Ta line span approx. REFER TO BCSI -1131 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. r�Genercl Notes 1. ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES AND FLAT GIRDERS HAVE THE TOP CHORD PARTIALLY PAINTED GREEN TO BE INSTALLED GREEN SIDE UP. 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-B1 FOR ANY ADDITIONAL BRACING DETAILS. ROOF LOADING SCHEDUL TCLL = 20 PSF TCDL = 7 PSF BCLL = * PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.25 WIND SPD/TYPE= 145 ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON= 9.2 PSF DESIGN CRITERIA FBC 2020 TPI 2014 Truss member design & connector plates are designed for ASCE 7-16 and maximum forces from both components and claddings and main wind force resisting systems. * These trusses have been reviewed to carry an additional 10# psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDUL TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF ROOF DESIGNED FOR SHINGLE ALL REACTIONS OVER 5000� AND UPLIFTS OVER 1000 ARE SHOWN ON ENGINEERING. LOAD# DESCRIPTION INIT. DATE R/01 CRTD FIRM 2551/A SLC 06/11/15 RA01 LC8 RDP 11/04/15 RB01 UPDATED RE'S ARM 10/10/16 RB01 LC9 JTH 12/15/17 RB01 CHANGED TO SIMPSON HANGERS JRH 3-13-18 R601 RAN LC9 RDP 05/01/18 RC01 ADDED EXTRA VERTONFLRTRUSSES®EXTERIOR WALLS ARZ 10/19/18 RD01 Rev'd cant at garage rdg 9/19/19 RE01 REVISED FTG5 LOADING ARZ 12/23/1 Djj��CARPENTER —� CONTRACTORS -- - OF AMERICA 3900 AVENUE G, N. W. WINTER HAVEN FLORIDA 33880 PHONE1 ( 800) 959-8806 FAX: (863) 294-2488 BUILDER :LENNAR TAMPA PROJECT:VAROIUS MODEL :2551 CCA PROJ/MODEL/ALT 7A2 ALT DESC OTC LOT BLOCK DESIGNER PAGE SLC DATE 06/11 15 LAN# SCALE N31 7639R 1 4 "=1' N N O C N v LO O LO LO s. W 0 w� 0 z a A' 'Lo- E M 0 0 W ' Q MN V) V �Co d m A� 2 O U o< .— 0 8 U p� N Q) s`❑ EM00�o a)�1cm z7�r{ LIJ LLI OLL(¢ ��Fol zL � oLL}Z�� Q U� Cn07 �:(nLLoQ�X�zTLLoz0❑¢Q O -o_oo X L)z Q J❑ O �zzU Lu z0WozCL �zO>_Z ajO ¢❑QQ¢Ow�F- Q< Y O¢ Y- LL LL OO ZwOMO OQ�z� wLL It wM 00 QZ - z 3: LU W 0 m00000 NN�/LyL� tiOL{u �O 00 o 0) o O N o N o {{I)_ z0 0 NcM 0 0 CD Cr00 �w � ¢ZwO z WcoO o UO UU Lo z> saZ a'II - LLJ aw Ln ~1-0Zo= NT-4 . LU <F-co � N ZWOIXZ VZ z<Z 0Q - _QU W z zJN Wrl- 0 N LAST PLOT DATE April 25, 2022 Z� 0 J FRAMING PLANS B :z fV - CD flo a 2 LBS. EPS FOAM 1 1/2" \ V I %L_ I 1" = 1'-011 " AV- 0 2 LBS. EPS q FOAM 2 1 /2" 6 BRACKET DETAIL -1C-n il 7 9 2 LBS. EPS FOAM v I I 4" 4" 4" 4" N D W DETAIL if _ 1,-n„ ROOF FINISH 12 PER ELEVATION 15 ROOF SHEATHING MANUFACTURED ROOFTRUSS —MTL DRIP EDGE 2X4 SUB -FASCIA ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL FFIT DETAIL ROOF FINISH PER ELEVATION ROOF SHEATHING MANUFACTURED ROOFTRUSS MTL DRIP EDGE 2X4 SUB -FASCIA ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL 11 = 1 1—n,, 7"X1" THIC PAINTED I TRIM BAN 6"X1" THI( PAINTED TRIM BAN 11 8"X1" THICK PAINTED RAISED TRIM BAND- bo �wm'w C�IIIIIII 12 51 8 A5 ELEV AT 18'-0" - _ T.O.P. 7/8" STUCCO OVERFRAME CASING BEAD W/ WEEPS OVER ELEV AT 10'-0" FLASHING 2ND FLOOR FF ELEV AT 8'-8" - - T.O.M. WEEP SCREED TYP. 311m. co ELEV AT 0'-0" - - - 1ST FLOOR FF FRONT ELEVATION B 1 /411 = 1'-011 ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" _ T.O.M. WEEP -- SCREED TYP, 5/8" STUCCO ON CMU ELEV AT 0'-0" _ 1ST FLOOR FF REAR ELEVATION B 1 /811 = 1 '-011 CASING BEAD W/ WEEPS OVER FLASHING SHINGLE ROOF--\ 4' OFF RIDGE VENT ROOF LE 12 51 -7/8" STUCCO OVER FRAME -A/C UNIT AND PAD 4' OFF RIDGE VENT A5 A5 MEN ONE momil ", no loom 01 no DRIP "V'SCREED, AT BOTTOM OF BAND Mimi SHINGLE ROOF ELEV AT 18'-0" - _ T.O.P. C.J. C.J. C.J. z � ELEV AT 10'-0" ih -1 cn 2 2ND FLOOR FF 3 -0 r * N �7/8" STUCCO OVER ELEV AT 8'-8" - - - - - - - - - - - - 12- - T.O.M. DRIP "V" SCREED V.1- STUCCO WEEP 19 2'-0 OVER CMU SCREED TYP. ELEV AT 0'-0" 1ST FLOOR FF RIGHT ELEVATION B 1 /811 = 1 '-011 12 51 4' OFF RIDGE VENT SHINGLE ROOF 9'-8" 6'-0" 16'-4" uwi ON cn o- -N - - w 0- 0 N U) \4' OFF RIDGE VENT 0 (D 0 0 SLOPE p W p w SLR 5:12 v> v> 5:12 ELEV AT 18'-0" I � T.O.P. _ C.J. C.J. J m 9 CASING ELEV AT 10'-0" - O C.J. o cn w BEAD W/ A5 WEEPS w a 2ND FLOOR FF -7/8" STUCCO iv _ OVER OJ 77 77 OVER FLASHING U) in ELEV AT 8'-8" 12 SE LOPE SLR 5:12 5:12 T.O.M. A/C UNIT AND PAD 2'-0" WEEP 5/8" _ SCREED STUCCO 00 NP• SLOPE 5:12 OVER CMU ELEV AT 0'-0" w a0 1ST FLOOR FF N J 77 in to SLOP 5:12 LEFT ELEYATIO�NB ROOFPLAN B 4 12 1 /8 — 1 —0 1 /8 — 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 R905.2.6.1, 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) r CIF PLa.. i� r ,-1 th 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 ROOF VENT CALCULATIONS: 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 7TH EDITION (2020) FBC SECTION R806 FORMULA = S.F. / 150 (1/150) * 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT ATTIC AREA = 1697 SQ FT VENTILATION REQUIRED = 815 SQ IN VENTILATION PROVIDED AT RIDGE = 407 SQ IN VENTILATION PROVIDED AT SOFFIT = 1218 SQ IN ATTIC EN VENTILATION cLORIDA ATTIC VENTILATIONBE IN 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 TRACEABILITY TO MANUFACTURER AND PRODUCT N N O - N O co ,t, 4 z .; LLj 0 w 0 z Q /N > O ^ E o W L C 011 c) U V) V ��� E .` w 0 L }otommi � �i U o < pg .N w Q� ^` N C W L p Ec m WW (' W ow Wo~w �oz U. J F-TQz QO�VOO Q Qz ZOE0m zso0Q 2 Z (y 0LL CLij 0W0 nJ 0 QOwO�¢� 0x o �Lu c<<x U-Q o LL r, 0 Z N O� ::5 (` 0 � cM O Q 01 M Lo Z U w W J O 0 ' I i E is ! I N 00 0 0 N C) N 000 N N N N O o o o I I z O L/ > O N M L[) I i 0o QZ O zw f_j W Lu o o Z)zj LoO 0�< Z da. �— Q �'-') f- W LU Ln = m ft =w ('V W zo° . . W Q�� N O z=0 r Q Z U � gzILL az Z m� U < p 0- _o W z z z W Lu J 0 N LAST PLOT DATE • April 25, 2022 ZO EXTERIOR J ELEVATIONS & ROOF PLAN B i A/C DIS( FIRST FLOOR ELECTRICAL PLAN (ELEVATIONS A & B 1 /4„ = 1'-0" ELEC METER 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 BETNEEN 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 3' 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 looter steel GROUNDING PER 250.50 AND 250.52 NEC TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM AEG 2 � 2022 400 Edllo NTS ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH-,,— SWITCH- 4 1/2" DOORJAMB DUPLEX OUTLET TRIM o 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL oZ ki�_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 AT 12" - TOP PLUG IS HOT HORIZONTAL 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET -VERIFY W/MANUF. SPECS FOR LOCATION & TYPE TELEPHONE OUTLET AT 12" OR AS NOTED TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE STRUCTURED WIRE OUTLET SWITCH AT 36" - 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER ---a DIMMER SWITCH AT 36" —0 PUSH-BUTTON DOORBELL CLG MNT LT FIXTURE -{l} CLG MNT PREWIRE - FIXTURE BY OWNER SURFACE MNT FIXTURE -} WALL MNT FIXTURE NOTE: 40W A 6" ROUND OPALEX - ALTERNATE TUB/SHOWER CANS MAY BE 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY 50W MR16 4" LOW VOLTAGE OWNER 50W PAR20 NFL 4" MINI ROUND RECESS - 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL _0 CLG FAN PREWIRE AND SWITCH Cos COMBINATION CARBON MONOIXED DETECTOR/ SMOKE DETECTOR C SMOKE DETECTOR =U-18= UNDER CABINET 18" CS-182 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 5-m24:R 24" VANITY LIGHTING FFFF 36 :;� 36" VANITY LIGHTING 48 48" VANITY LIGHTING EXHAUST FAN/LIGHT O EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER ED CHIMES (DELETE W/ INTERCOM) MASTER STATION _M0 ELEC PANEL VACUM OUTLET AT 12" ® CEILING RETURN AIR E3 A/C REGISTER THERMOSTAT OB 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. }' at ,x. ^` E o W Lam- "D M L) M Ntn vi V M C o �- °`�� �Q fn f� w Qv N 0 E ri W LLJ w LLi OP. W J w200 �Q a �� zx �O� 0 QC3j J<O��_ �L0 O O n0=O0w00C0 0Z���0F=- O O O Z co IL>w01wwFnQ Q=< a�wa�ZWz��v�a LL ¢Ow � � �wz Z) L¢ OX 0 OQ LL a 0 F_ O O Z CN O� ti Wwo co O Q w M � LL ti z < w < Lq 00 Q } Q Z V W W J0 O A I I I I I I I I � I I N 000ao N C) O r M M 00 O O Or O O I ' z 0 w ,^ W > o � 0 N 0 M 0 4t[) 6 00 zl­- v, Qz W O `. O W 0 ZZ 000 w UV- Lo Z �zj pWM � Q�-/-'�� �— a�a Q L • = W m=W ~~O z0= . w <_ � CV O zoo Z V a LLJ Z Ir u_ �z Z �� U J p _o W z z z z � w W J N LAST PLOT DATE O • April 25, 2022 z� 1 ST FLOOR ELECTRICAL PLAN SECOND FLOOR ELECTRICAL PLAN (ALL ELEVATIONS' 1 /411 = 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 3' 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. AUG 2 4 2022 i ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH co SWITCH 0 4 1/2" DOORJAMB DUPLEX OUTLET ch TRIM o 0 BASE lip NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL o Z 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 110V DUPLEX OUTLET AT 45" COUNTERS SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT HORIZONTAL 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET -VERIFY W/MANUF. SPECS FOR LOCATION & TYPE TELEPHONE OUTLET AT 12" OR AS NOTED �}. TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE STRUCTURED WIRE OUTLET SWITCH AT 36" 6- 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER -o DIMMER SWITCH AT 36" PUSH-BUTTON DOORBELL - CLG MNT LT FIXTURE }- CLG MNT PREWIRE - FIXTURE BY OWNER - SURFACE MNT FIXTURE -{- WALL MNT FIXTURE NOTE: 30 40W A 6" ROUND OPALEX - ALTERNATE TUB/SHOWER CANS MAY BE 0 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY 60 50W MR16 4" LOW VOLTAGE OWNER 50W PAR20 NFL 4" MINI ROUND RECESS �� 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL -0 CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ Cos SMOKE DETECTOR C SMOKE DETECTOR °U-18' 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 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT 9-124=R 24" VANITY LIGHTING F-IF 36 :;FR 36" VANITY LIGHTING 48- 48" VANITY LIGHTING ® EXHAUST FAN/LIGHT 0 EXHAUST FAN 4C/ DOUBLE FLOOD LIGHT W/ COVERS AND V 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER M CHIMES (DELETE W/ INTERCOM) MASTER STATION lffii;0 ELEC PANEL ® VACUM OUTLET AT 12" ® CEILING RETURN AIR A/C REGISTER OT 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. E \W L 0 M u t� InM v �o u " 2 `0 u S O CD N Q r u�� •N Lu 0_N 70 V 0EMo O C)°a0 aCm ( w0Hw~ QYw a x¢ zf of z Z�w -10 XJ�O�OI()0 QUDL� = H zaL-0¢ LU om O Z LLQO YzX0 � o~�� Ja>w<oKwzUIL Q0, ¢<�mLL OW QZQ OQ � oQ¢(IfF- LL L O O Z N O� W 0 F- M O Q U) M � z> w LL r- z < w < Lq F- 0 d M W C v-- Z U ~ Z z w _jO co I ' I I I N o0000 N ti O ` M M N O O N N ' z O L wo r 0 Cl 0 0 I I 00 Z �- Q Z O W zw O '♦'� O U w _O U V Fn Lo O �z5; Oro < � Z a-0- w Q = ~~O (V zo= . w CL Mom N O zwo Q Z U gZLL LL Z L z � F� O p p- W Z Z z � w ui J N LAST PLOT DATE O • April 25, 2022 z 0 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 II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MA1) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1. 2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2. 1. 2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2. 1. 6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2. 2. 1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2. 2. 5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2. 2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 60, fy = 60 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 1/2" GROUT FILLED MASONRY: 3/4" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MiNIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131 ", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 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 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1-"A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" awe from the building side walls. Y 9 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete overpour and mortar along the foundation perimeter must be removed be�ore exterior soil 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 building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 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/". 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. aiPTUAL I , r A� 2 4 2022 I ��. � � rt� � _ r :f•i v �? r� d.. , _� a N N N YET - N Al 4 a` 00 Lr] LU r• 0 W 0 Z Q n` o ^ E �0 r? U } M _� E _1') o L� o U �< 'nV) V W CQ: in W 0 C cc",) U W OfW �LU W LLI n Lu I- QoJ XQ~Z X Z °aaao0_jo2�WLLC Q Q U H ZOOaZU-LLOZ �0HaQ 000�(ro_Zowo_omZz U (` (nWdWfn W Wrn��a �J W F LL O W < o oQZIa 0Q 0 LL a LL O Z N LLJ O� U) ti O c° Q (/) M LL "j. Z I-T_C-M G 00 >-a Z U Z� LU Lj J QO J i I 1 I 1 1 I 1 1 N O O O r 0 0 0 0 Nr­ co CO 0o O O O O r N O Z O Cn Wo , r 0 N 0 CM o 4co I I r/ ZZ U0- C)QW w 000 +-+ O V UVU) F.. O D Z j O�Q Q Z I- a�a W-a '�/"�I y / LU W F- m�� N O Zoe ■ ■ w d, Q�� 2§2 N O ZwO Z �ZLL Z �Z F_� pU ow W Z SNO Z Z III LuIlt N LAST PLOT DATE Z O STRUCTURAL -- DETAILS THIS DETAIL ONLY P,EFERS TO THE DIAMOND -MESH EXPANDED METAL LATH A-TACHMENT. METAL LATH OJAI _ SHiEATH rJG J' II I II 4.-f --- Il�r �f III s-4 1 1 1 1 I X i I I ITT_ 1 I ! 11 16GAx1-1''2" LONG (3 4"-"" CRO'NN) STAPLES fa 6" O.C. VERT BETWEEN I j k ! 1 I f 1EG+'*x.1-1�2" LONG (3,4"-1" CR0,A1114) STAPLES �421 6" STUDS (NC-TED THUS--) - OF=SET I i I I 0 C, VERT INTO STUDS STAPLES BETWEEN STUDS .AS SHOWN (NOTED THUS:_; V METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 34" = T-0' `DETAIL EXCEEDS THE REQU=REMENTS FOR FBCP 7+03.7.1 LATH* "ONLY APPLIES TO LENNAR TPA:,JAX" 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 C1063 & ASTM C1861. CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H 5'-0" _ STUB -OUT FOR -' GAS METER O — 0 N • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS _J * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE 15/32" CDX Q PLYWOOD OR a 7/16" OSB RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2-3/8 INCH NAIL LENGTH 2-3/8 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4'-0" + 4'-0" + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + /++ ++ + +++++++++ + Backer and Filler Block Dimensions BCI Joist Backer Block Thickness Filler Block Thickness Series 5000s 1.8/1.7 3/4" or panels wood panels Two 3/4" wood panels or 2 x — 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x — lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ° 1/8" gap r FILL CELL STD. 90° HOOK BOND BEAM w STD. 90° CONT. #5 CONT. #5 HOOK BAR BAR #5 CONT. FROM ON TOUHIG 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 PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. } Small gap 2" min. 2" max. � 4 max. Clinch nails when possible 1) 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. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING)/8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - Under 2nd floor cnh imn w/ Inadc N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack 'Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16 Zor--20 details in One 10d box areas=20 of high sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam O NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES --- DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" 110d1 nails at 6" o.r.. Provide adequate bearing for each lapped joist. 10d nails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) higher than 15001b BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Use 10&3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. (D ❑ (O 6" A %" ROUND HOLE MAY 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1)/2-- Round Hole Diameter (in) 2 3 4 5 6 7 8 8.875 10 1 1 12 13 Rectangular Hole Side (in) 2 3 5 6 8 9 10 Any 16" joist Span (ft) 8 1'-0" 1'-1" V-2" V-2" V-3" V-3" 1'-7" V-11" 2'-4" 2'-9" 3' 2" 3' 7., 12 1'-0" V-1" 1' 2" V-2" 1' 3" 1'-9" 2'-4" 2'-11" 3'-7" 41'-2" 4'-9" 5'-4" 16 V-0" V-1" V-2" V-2" V-7" 2'-5" 3'-2" 3%10" 4' 9" 5'-7" 64" 7'-2" 20 1 '-0" 1 ' 1 " 1 '-2" 1'-2" 2`-0" 3'-0" 4'-0" 4'.10" 5'-1 1 " 6'-1 1 " 7'-1 1" 24 1 1'-0" 1'-1" V-3" 1 2'-5" 3'-7" 14'-9" 5'-10" T-2" 8'-4•' 1 9'-6" 10'-9" kKel9�I 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Yz" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Yz" 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 Schedule Joist Bearin Location Series De th End Intermediate ® BC15000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d - BCI 6000so BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90S " 3-16 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC wl (22), NAILS 1 5/8"0 THRU BOLT SIMPSC w/ (22) NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist �When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. ',-,,Install tight to"top flange. Joist hanger \ 'N Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4%2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not re uired when to p /doesn't q 9re uired if han er qflange is laterally supported by joist hanger. meet height requirements 0.6 X Joist (D p depth SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. ® LOCATION OF ° SECOND H10A SIMPSON H10A ° �° (WHEN w/ (18) 10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION PLUMBING LINE TOP (2) #5's x 4'-0" CENTERED @ PIPE PVC OR SCH40 SLEEVE A/C CHASE 4" PVC PENETRATION SLEEVE THRU STEM WALL .4a d a I Ia a 1�4I III-rI I—III—� °. °. I IL4.:°I—III— • FINI GRADE II —I I I- I I —I 11=1 I 1=1 I FEI I I-WI -1 I I— — — — — — �III_II�IIIII�IIIII�IIII-IIIIIIiII IIIIII�IIIII1IIIIlIIIITII_II�II' r� SLEEVE THRU STEM—/ ° a SEE PLAN FOR--'°• a • • FOUNDATION INFO ^ d STEM FOUNDATION GRADE REINF. SEE PLAN (2) #5 REBAR A/C CHASE 4" PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. I -JOISTS BUCKETS N.T.S. -, /\ AUG 2 4 2022-,, � V� wi;TUAL .-rI r.. .. - 'vd r r ' :h .00 I SEE FND. PLN. ol SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION rPLUMBING LINE 1I� 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 a a d d -----� . d --.— -- v. °, dv G ° TT =1 ff—T i T_ 0 SEE FND. PLN. SIZE & REINF. 011 CV N t 141 N LO CID LO Z Lu 0 Z Q E > CDM o _W &Z c 10u D 0 M N d N VA W r o 0 2 o `l 8 Q '(v'1i V w cap N co 2) C co 7W� L 0 rz,a -0 LLI W 0 W LLI uj w O r- �� o Lu � X�~zo < QQ ui0 �LLUOw�O Q Q U 1— ��O�Z�u-2Zmp� aQ Oww�OZOWOOXmZ? U U 0 0 Z CL ��o->ZwoZZ"Ow�"a , on. -¢<005d -Zo�U ~pwgw LILQ w 2I-� Q OX o D 0Q �Q 0 �Qu O Z LU 0� U) 5 ti 1- cM O Q M � LL 2 (n 111� 0�IZCM Cr00 Z (� W LU JC:) O I I I I I , N 000Cq QNQQ N r-- M M Co O M C)— O N O ! I I I Z 0 LoW Cn o 0 N 0 M o I i i I CO Z Z U) Q w C)Z M O LJ.I U w0Z0 UVV5 =)Zj 0 Z w�2 LU Ln = w Ln (D m l~- 2 N zO oo w IZ 2~� ■ ■ N 0 Z=0 Q V gwu_ z -Z� Z z �� U < 0. W z SN1 Q Z J W N N LAST PLOT DATE . . z 0 STRUCTURAL DETAILS I - I— ill I, I I I - - — - - - — - — I —_ l 1 L- I — (2) LAYER TYPE 1 (#15) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#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/ (TYP.) VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH ALUMINUM 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 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 PER CHART ON FLOOR 8" C.M.U, TYPICAL PLAN 1x2 P.T. HORIZONTAL TYPE "S" MORTAR NAILER STD. 90-HOOK (SEE DETAIL) ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. #5 VERT. IN FILL CELLS 1/2" GYPSUM WALLBOARD--(1) (SEE FOUNDATION PLAN U.N.O. FOR LOCATIONS) 1x4 P.T. BASE NAILER 3 1/4" BASEBOARD U- MIN. 2500 PSI CONC. SLAB Lu MIN PSI MAY VARY PER u', MUNICIPALITY. N 4"x4" INSPECTION PORT AT EACH FILLED CELL TYPICAL CONCRETE SLAB W/ 6X6 W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE E00 I I I 1=1 I I y M —1 °° 6 MIL VAPOR I I I BARRIER I • III= `V COMP. SOIL. III (COMPACTED TO 95% NOTE: EXTEND DECO FINISH MODIFIED PROCTOR 4" to 6" BELOW GRADE ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK U.N.O. 4" V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O PAVERS IT RECESS I. z III=III-�' a . 4 " - 00 . �.e. �'.' ..•� • III —I �• ITS_ SEE A/S3 OR J/S6 J-'LIl L=1 rT ,1 � 1 , , I I„ III, FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J 1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE—, (2) #5 CONT. ON 3" CHAIRS (TYP.) � D -III—III—III—I m ° ° I-III.=III—III 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF Z APPLICABLE. 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & c @ 6" MAX FROM END OF 2 x PLATE 6x6W1.4xW1.4 r WWF OR FIBERMESH I_LI 1-111 I_1 II III —III —III— ' - 1 8" l V-4" _ 1 ...8" I TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT KGG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 LOAD BEARING OR -- EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10) 10d 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 N ELEV. 0'-0" OIL a A.F.F. d e ° ° ° °' 4' d ELEV. -0'-3 1/2" ° °. .. ° A.F.F. 0 a ° ° a 2x4 CONT. ° . LL o °°, ° N I GARAGE DEPTH VARIES ° ° a 4 GARAGE SLAB AT STEP B SCALE: 3/4"=1'-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 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD IMPSON SP1 w/ (10) 10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°0/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 @ 24" O.C.) 2 WWF OR FIBERMESH 3 1/2" MIN. D ° IE 31/2"(min.)-4r' —I _I 11= 31 /2"(min.)- 4" I I=1 I ]— =1 I LI— __ I I, I I I I I I=ll=1 11=1 I I I I I=1 I I I'' -1 I =IIIJ 1Hill-11 4" 1'-4" 8" U.N.O. MIN. TYPICAL BEARING WALL 0 STEP (cD SHEARWALL C "SHEAR WALL" SCALE: 3/4"=1'-0" lli S3 ps .t4� C�NS�C1xpaE�-� 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 CONNECTIONS. S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12)10d NAILS U.N.O. 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'4' (R302.11) (ALT: 1/2"x12" 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/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE INCLUDE THE WALL 6 x 6 W1.4 x W1.4 ATTACHMENTS 2" Will OR FIBERMESH �31/2"MIN. II1=1I1=1I1= ' 1/2"(min.)-4" 00111=—�1- ' 31/2"(min.)I—III -1 I I ITI=_11 I- -I I I=1 I=1 I I (2) #5 CONT. III 1411 18�,1_ U.N.O. MIN. TYPICAL BEARING WALL @ STEP (*`cC SCALE:3/4"=1'-0" �S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C Q�s 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C �M INSULATION PER FBC AND ENERGY 1�N ors 8" C.M.U. FORM SUBMITTED WITH PERMIT c o 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION I #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 N 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 BAR r 2x P.T. PLATE WEEP SCREED INSTALLED ASSUMED FINISHED E PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR ! GRADE ° ° ° . 'v #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi Z M ° .D a ° FINISH GRADE � 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] —III=1 I �_I I I °O —I 6 MIL VAPOR BARRIER -1 I III ° ° I I=111 1111=I 1 _. III— III —III — III—_ �0 R 1 7/8r '° z #5 REINFORCING BAR ° ° I I I—III—III—III=1 I I —III z I I III I I D I I —III —III —III —III � III—III—III—III=1 #5 LAP SPLICE o° g ° I —III —III —III —III —III —I I III=III=III=III=III=III= N . 36" MIN, LAP [36" MIN. LAP] COMP. SOIL. (COMPACTED TO __ _ 95% MODIFIED PROCTOR ASTM 10" D1557) III 111=„III 1'-4" ;IIIfill I I_III I II I I,;,I I I #6 REINFORCING BAR #5 STD. 90 HOOK I I I=1 11=1 I� J1=—I 11=1 11=1 11=1 11='' 4" #6 LAP SPLICE FRAME WALL TO C.M.U. WALL CONNECTION r D l TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" ° v GRADE _ =-1= = — - I I -(1) #5 REBAR w/ OPT. I I 11= I II I I 1=1 1= 11=SCREEN ENCLOSURE 4rr�8�� MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS N a°': •..,- n ; `' —III =1 I I— =1 I I I I I I I I� •` I _ a . I 00 4" 1=1 1=1 11 I I- IIIIIIIIIII :•y .�� � . I=111� SEE A/S3 0R J/S6 -' Ii11 I I, 1i1, 11 F. FOR REINF. INFO. L 3" MIN. CLEARANCE 1'-4" (1 1RY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 1/2" GYP. BD. P.T. 2x 2„ HOLD GYP. BD. 1/2" FROM SLAB �o'_o" Q CONT. BEAD SEALANT INTERIOR 2X STUDS @ 24" O.C. U.N.O. GARAGE CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. EMBEDMENT @ 12" O.C. WI DRYWALL SCREWS @ 8"O.C. STAGGERED, FROM BOTTOM INSULATION PER CHART PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT TENSION 120#) CONCRETE SLAB E 6x6W1.4xW1.4 c� ' �* WWF OR FIBERMESH00 co 6 MIL VAPORTIP BARRIER ,—, I I ' „IJ 11L , i'� , i,I , i,I 1r III=1I1=1I 1=1I1=1I1= 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" li S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM ~ END OF 2" x PLATE w w ° wLu I�-111=1�1 II—� ° • cn —III—III I —I ° REBAR DETAILS F SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM fill (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. SEE PLAN FOR CONNECTION IC TOP OF BEAM & LAYOUT DESIC SEE ROOF PLAN (2) HTS20 FOR STRUCTUR, BEAM SIZE & CONNECTION IN 2x4 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 w SCHEDULE c > Q w SEE PLAN FOR STRUCTURAL g w COLUMN SIZE AND BASE o w CONNECTION INFO. u) SECURE 2 4 P T BTM PLATE A SEE DETAIL 16/D1 FOR w/ 1/4"0" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN W/ MIN. (2) #5 VERTICALS M FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER 0'-0" FIN. FLR./-ib, COMMUNITY SPECS SPECS 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10-4' (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN, TENSION 2600#) 6x6W1.4xW1.4 N WWF OR FIBERMESH cl) . —I I I —I I r_I I I= (2) #5 CONT.__ ON 3" CHAIRS 8rr 1 r (TYP.) W" 8„ TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=V-0" S3 VARIES 1 1/2" RECESS FOR r 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH _ ° I M III a ,° 711 ll�� SEEA/s3/J/S6 =1„ „I�1-Ifi,I,J,;,I�I „�I$ n FOR REINF. INFO. OPTION #1 SEE TYP, WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. rm_�� SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD _ d CONT. FOOTING STEEL MAT REINFORCING. Q ' M 00 - RAD — — ° ° _ d = I I=1 I °• I=1 I I=T l I I=1 Z w La�f 1Tf= III- TTi=T w 0 0 IIIII 11 I �I q III° d. I— I I-1_TI_I I I_— M Z w 1= =1 I I=1► I I =1 I =1 I I— _ =T I � 1= 1=1 FOOTING 0 PAD REINFORCEMENT - I I 1=ITT—' (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 \ AUG 2 4 20 _ f, r ` ;h N „ N O N a y tea' co S 0 w 0 z Q /N > o ^ Eo W L. -O ^ u M N 7 N V _0 E t O } 2 0 B col0 0 'i 8 o Q 'O N W Zj T � o E � 2) 7Q�� }i� V V rz, a W 0 W LLI vi w 0 F- F-Q < 0<1 z� z ��� LLUOLLO Q Q V J�03:ip JO jU' 0 Z,LLOZM��F-QQ 9 O 0 0 z I— O z 0 m z U Lu �Oa�Zy ZLL00W0 a Lu O��~ U) 0 Z a � W � Y 2 0 < o OW 0 0Qz LL �aLL i� O Z W 0� cMO Q cl) cM � (/)ti lid C'M r Z 0 wZ� W J O O I , I I I ' I N o N 0 N N N N N 0 N 0 N 0 N 0 N N N OD O O) o O N o I ' Z O wo 0 0 0� l '-) � � N M v: I 00 cr z I- (n Qz w O + O W U Ezz UV� Lo 0 �z5; 0F0 Z axa- �— < Ld Q m=W N >. z0= W CL Qo? N Q 0 zx0 z U z (L 00.0 Z �z V Q O 0 W z z z z w W J N N LAST PLOT DATE ■ • z 0 STRUCTURAL DETAILS - MONO (2) 2x6 OR (2) 2x8 TOP PLATE SEE 2x6 / 2x8 WALL PLAN BEYOND SEE PLAN FOR HEADER (2) 2x HEADER TO SIT CONNECTION i FLUSH TO THE OUTSIDE SEE PLAN FOR SIZE 2x DEAD WOOD @ MID POINT w/ (3) 12d TONEAILS SPACED EVENLY HEADER FLUSH TO OUTSIDE OPTION DOUBLE 2x TOP PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARI2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. SL� 12 (TyP) SEE ELEV. SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE II PLATE W/ (2) 16d TO II 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 W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE 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 BLOCKING (TYP.) �—ROOFTRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. ZSEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. MOUNTING BASE SHOWN IN POSITION —20 MOUNTING BASE 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION - SCREW OFF CAP (3" DIA.)—� 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 rA SCALE: N.T.S. �S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW g S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK WI (1) #5 FOR CONCRETE PLACEMENT ■■l . •, ••?rm •• .- • • � � .- • milli III■■ ■■f�� Milli 1111� ■■!II NINE �IIII IIIL� ■■III � I■■ Milli !I� ■■lii III■■ �11Ii IIII� NOTES: O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O 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. • •- •- • • \\\� \\\ 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. CRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK SCALE: N.T.S. d .. 4 a' POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING, PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 12 (TYP.) SEE ELEV. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ SOLID AREAS ARE ❑ STEEL AND GROUT ❑ ❑ STEEL AND GROUT SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIE INTERIOR ❑ FULL 8x8x16 BLOCK SIMPSON SP2 w/ (12) 10d \� WALL . ❑ NAILS AT EACH STUD �Y CL DOOR OPENING DOOR OPENING DOOR OPENING --Ct 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C EXTERIOR —/ • ❑ BOUNDARIES 6" O/C EDGES & 8" BLOCKING( ) WALL ❑ El❑ 0/C FIELD ❑11-11 ❑ 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP 1ST COURSE 2ND COURSE 3RD COURSE CARRIER/GIRDER TRUSS MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8) 10dx1 1/2" COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE NAILS AT EA. TRUSS VERTICAL WEB WOVEN INTO THE MAIN FRONT TO REAR WALLAS SHOWN. (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD --MAIN SPAN MASONRY LAYOUT D MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR SCALE: N.T.S. S4 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 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. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. WALL $kSPLICE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE ° a 50% OF TOP PLATE WIDTH INSTALL SIMPSON ° ° DOOR STOP 16Z w/ (12) 16d NAILS ° .° a MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 2 x 6 P.T. NAILS TOTAL) EA. SIDE OF DOOR E 48•SPLICE STAGGERED J-BOLT TRACK BRACKET S�cFA�p^%L 'V 2x CRIPPLES @ --' 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON V-4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16, (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. OA �R U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. —V /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2' P SIMPSON SP4 O TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL ATTACH ALL -� EXTERIOR STUDS W/4 16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS SIMPSON C SIMPSON SP4 SP2 < P.T. ATE \-NAILED INTO > TRANSOM TRANSOM FRAMING FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SIMPSON SP4 SP2 r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 EBLOCKING USS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END W U z a 2x TOP PLATE T `n 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" `' O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALLKj SCALE: N.T.S. S4 SIMPSON SP4 2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED SIMPSON SP1 SIMPSON SIMPSON J-BOLTS @ 24" O.C. SP4 SP4 MAX 2X P.T. PLATE 2X8 P.T. BOTTOM P ATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 1Gd NAILS 4" 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" 'OXIED A.T.R. t&NUT 'OXIED A.T.R. t &NUT DXIED A.T.R. t&NUT C ROOF TRUSS ABOVE F 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 @ 2'-0" O.C. C MASONRY WALL @ 10d NAILS @ 6" O.C. STAGGERED A STAGGERED N N TRANSOM FRAMING o o BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" 0/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" 22 (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM ° X8 P.T. BOTTOM PLATE \ 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOPAMT12 4 2 22 JIRTLIA� •f - f�N �tv00 PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. S4 04 NO N N Lo r co in V 5 ' ` Lu _ p w 0 z Q /N� ^ o W L L `0 U ) � N.co 4—} N V -0-0co 2 � M p 2 S 0 •� O g 2 m Q V w IZ ^N^, L 0O E 7W V 0 ^ 00- LLI W Ltj vi W p �Q -j w< zzlr z cr��JZpU- QW Q 0u- 0'cn a� O Z p w 0 0 m z z� 2 — O Z to W W W � � n U5W W cn trQ J Q~ W Q 1 H Fn Z w W pp O Q LL OpQ o 0 0Qz Q �Qu- >R O Z W 0� - ti IF � O Q cz MLo Lj_ c z Lu Lf) I— W 0- cM �0-2� Z U WZ3: W O J O J d' I ' I i If I N N N N N N N N N o N 0 N 0 N 0 N N I� e= M M 0 C,O as O r N O ' I i i ' z O 0 W o a o o I V/ > N M 't V' z w (� z Q W O z -4- a o W V 0 U 0 0 U Fn 0 Dz5; ow� z 0— IxLQ ww~ m~2 ~O fV zo= . . W 2�2 N Q 0 zwuj o z V az Z �z �� U Q O 0 co z z z Z W LU J mt 0 N LAST PLOT DATE .. Z 0 STRUCTURAL DETAILS 1 SIMPSON HGAM11 W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & ( 1 /4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, SCHEDULE FOR SHEATHING DETAILS (2) 16d NAILS IF >9" SEE 10/S6 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 w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45°± 45° ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT . "L" �° 8 0 0/C. EXTEND AT LEAST 90% OF , ' \ EACH JOINT W/ (3) BRACE TO EXTEND 2x4 CROSS BRACE 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. GABLE TRUSS EACH JOINT w/ (3) 10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. '� BLOCKING ' 7/16" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7 OSB SHEATHING ATTACHED 10dX3" @ 3" 0/C 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"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 j 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 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL INSTALLED PER MANUF. 1/2" x 8" "J" BOLT @ 48" O.C. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM @ 48" O.C. BLOCKING, FASTEN WITH SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS MOISTURE BARRIER 10dx3" @ 4" O/C 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM ION 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 w/ (7) 10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR r f X-BRACING, AND TOP SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 1/ (2) 16d NAILS - WOOD TRUSSES (D ;o 2"x4" CROSS BRACE APPROX. 8" FROM -2x4 RAT RUN BRACING 1 1 2 1 1 2 N RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) 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 W/ (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 /C FOR THE FIRSTO(4) (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 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 (SPACE AS SHOWN FOR 3-PLY) 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. SrJ MAX. 9" UNSUPPORTED, IF >9" SEE 10/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/ 10d NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION OF THE LAST LAMINAT 2x4 "T" ON TOP OF PANEL 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 2x4 BLOCKING W/ EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 10dx3" @ 4" O/C (2) 12d TOENAILS NON -LOAD BEARI G LOCATION p B.u.c., SAME NUMBER OF ROWS, SAME SPACING) SECTION g SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 11NIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) (2) 16d PER JOINT I- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rj_"� SCALE: N.T.S. GABLE END BRACING DETAIL TOENAIL (2) 16d NA 12" SEE RSH SCHEDULE FOR ATTACHMENT 2X4 #2 SYP BLK'G @ 16" O.C. (2) 10d x 0.131" TOENAILS EA. SIDE CONT. 2x4 #2 SYP w/ 10d X0.131" @ 8' O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP MINIMUM (2) 16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rm SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 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 SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3) AT LEAST 90% OF WEB 10d & (2) 10d TOE LENGTH (SEE TABLE) NAILS @ EA. END GABLE TRUSS 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" END TYP. TOP & O.C. FIELD BOTTOM ATTACHED W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. S5 8d @ 6"O/C Tni �nnrn 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 10d TOE NAILS AT EACH END @ BRACING w/ (3) 10d x 3" AT EACH CONN. @ 24" O/C \-MOISTURE BARRIER -BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) E SEE TYP. WALL SECTION FOR SCALE: N.T.S. SrJ ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"xY SDS SCREWS TO PLATES (TYP.) STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-O" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 1Od NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 0 z w a_ 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED WI 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5, r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. C� w wCi 0 �t o ' z o m o o 0 w — — — — o T cC G oLud ----w o w NOTE: /-TOP 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 REQUIREDZ 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 AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION A \ * NUU L 'i LULL h EC��>:Il:� � ,Jy utJ� ;. •:: � .��.� i� r�i�L:S00 WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION ,,p N Lo " q Lo o Lo w 0 w 0 z Q 0 /��1/� E o ' W a✓ U MNvi 2 vi U 41 M [ E O �o Q t u6 7� c^n` V Lu sl (D L 00ocn a -0 w wP w J w200 Q Q U <cyx-j ip3wz�oao �p zw O 0 Q 30296z0ir00mZ? F- U U) dLLI fn W W f 5 2' Q �OZ LL QH¢0WacpnzIZOgOpa pw �i �w6 Q Q p pQz 0 0 �a� O N Z lli O� 4 > d Es m Q U) co � z Lq I— 0If cM 00 < >- ZU fa- W W� J 0 mi co d' i i i I I [ N N N O N O N N N 0 N 0 N 0 N 0 N CV I ) �_ M 04 O 07 O O — N O , z 0 '^ L/ W W > o o N CD M o I , I I t � � zZ v, Q z W O Z co 4. 0 O W U ZZ 1OO U U 7n 00 Z CL X mow¢ = mlzw cV � O zo= W <�� . . 0 wO — � � Q Z gwIx W W az U 0 IZ _0 W w z S5 z z z w W J C) N LAST PLOT DATE . . z 0 STRUCTURAL DETAILS 12 I INSULATION — BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE .(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 SN1) ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE SOFFIT SHEET ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" G.C., 2 ROWS 1x2 NAILER w PLYWOOD SHEATHING J 2X BLOCKING @ EA, WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT cn FOR MORE INFO w 16" O.C. 2X S.P.F. STUDS o = W/ (4) 16d TOENAILS TO TOP PLATE O U) 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2} 10d @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD = LL vi INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 ('B R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT ER PLAN p1,71 OR FELT PAPER FOR MOISTURE BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' 0/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN —� NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL lx WD FURRING @ 24" O.C: BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY c d. e f'\A MNN I—I I I ll I I I e6x6 w1.4xw1.4III=III=1.dWWF OR FIBERMESH I1I IIIII I IIIIII I I III I I I II I ° III —III —III III a, STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BILK. W/1#5 ROD CONT. FILLED SOLID W/GROUT ARCHITECTURAL FINISH — (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) C7 LLLu v 4"x4" INSPECTION PORT AT a. EACH FILL CELL TYPICAL w a AT GARAGE CONTRACTOR N 10 CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE =1NISH GRADE 00 1I III=III— \—STD.90'HOOK (3) # 5 REBAR ON 3" CHAIR "—"'— (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1 -8 TYP 2—STORY WALL SECTION SCALE:3/4"=V-0" S6 00 oZ r m SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO STUD 2nd FLOOR W, BEAM/GIRDER 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO STUD & (8) 1Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL_ • • ��1" *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS SEND SHEATHING TO )F BEAM OR GIRDER ATE 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. "T" CORNER TYPICAL'IT" AND CORNER DETAILS rN_�� SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED _ FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN INSTALLED PER MANUF. 2"x4"CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 1Odx1 1/2" O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)1063" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTIONrR PARALLEL TO MASONRY WALL SCALE: 3/4"=l'-O" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1'"' ^ 2"x BOT. PLATE (2) 10d @ 6" 0.( PRE-ENGINEE FLOOR TRUS: FLOOR CONNECTION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8) 1Odx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6) 1/4" x 2 1/4" TITEN SCREWS TO MANSONRY I\ WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. — B.U.C. (8)10d NAILS TO STUD PER STRAP FLOOR SYSTEM SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION (1) ROW OF 2x BLOCKING @ MID HGT. FOR WALL HGT.:5 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6" SIMPSON SP1 w/ (10) 1Od NAILS AT EA. STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE SEE SHEATHING SPECS ON FLOOR 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH . .'& a. <. d . I IIICD °IIIIIII rr III; , III—III=1 I � II —III —III —III— ' (3) #5 CONT. ON 3" 8' 1'-8" 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rS SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=l'-O" SE ADDITIONAL SLAB INFORMATION. w x N 0 O co B 15/32" OSB EXPOSUREI SHEATHING x x PROVIDE BLOCKING AS REQUIRED PER f O SECTION X-X IF ul NOT FULL HEIGHT SHEET C z G FLOOR SYSTt (2)- 2x TOP PLATE �l BEYOND I 15/32" OSB EXPOSUREI - F SHEATHING w x SOLID 2x n C BLOCKING @ ALL n C SHEATHING 00 EDGES (SEE OPENING SECTION X- n. 0 x Fr w x E %_"." Lu 2x SLu TUDS Lu BEYOND. SEE PLAN O O cn \-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM \AIAI I rl r\/A-rl^kl MlA/nnAAfi 3/8" "S" = NAIL 3/8" SPACING S 3/4" 1/2" S 1/2" S 1/2„ SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING ff.&l C&&QQm SECTION X-X 2x CRIPPLES @ — 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) �FN�AR�OR WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM y" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT ui PENETRATE SURFACE MORE THAN Ya". u) Z OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL c7 C NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z LL @ NAIL OPENING PERIMETER wl (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. 0 ¢ w @ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. U)) O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J o w/ 8d COMMON NAIL Q UJ J LL = O O PLYWOOD SPLICES @ HEADER -NAIL SHEATHING TO HEADER O w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. 2 F m LL QG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N w 00 ~ cr MEMBER IF GABLE END `✓ c LL NOTE: C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 21/2" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION ;41: (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE SEE PLAN FOR REQUIRED' CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH a. M -III—III--- 'ee. ° I a , -1 I —I �.�p �— � I! I I I ° ad I I I —III .III=III —III I I a III— (3) # 5 REBAR ON 3" CHAIR 4" 1'-8" W/3" MIN. CLEARANCE ! ALTERNATE FOOTING M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16' 1 (3) (M (2) (3) 1 (2) LSTA30 'LYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 W/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. FINISH GRADE —I _T 00 -I o @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. V �. S6 ,INtV�` -.'A cOit N _ 0 N 's N Lo Y.k LO 5 � z W W 0 Z Q N > o^ 0 0 6.M 'c "O U CIO CN V) U �° m M c� j 'O r Q ua� —s � �V^`) f' W a04 W � o) 6.00 ^i CD CL '0 W U1 W o w LU F-~ 00 X �g~z� Q a0��Q03: so, _j0 Q U F— WLL00 OQ :O<QozuLL—0zmu "H- Q Ow0zO00EDzU (1)d WY) WWV) x JOZ QzQ W <WQzWOQQpZpaQ o QLL 0LLYoz�Q OQLLU- O 04 Z W 0� > (n O C)U)CCMO J Iq U) LL It < ui < Lq z !— LL a- cM 2T 00 Z U wz0 J Jco I I i I I ! I I ! N 0NN� 0 0 0 0 co M � o � o O N o ' ! 1 I Z 0 ' ^ ul c� N CM 4 t � >_ ZZ Q C)Z W 4+ MO W U clOO (DVLu O orQ 1� Z �_ dwo- 13 Q W Ln ' ^ r+ I (D W ~ it Lu � F- (V fY zoo ■ ■ W N Q 0 U z�0 �ZE �— Z 0� Q �Z < OU 0 W Z S6 Q Z z Lu WC) C) N LAST PLOT DATE O Z O STRUCTURAL DETAILS — MONO DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB REFER ( TO PRODUCT 1x4 1/2" DRYWALL FAPPROVAL TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. FOR CONN. APPROVAL FOR CONN. 1x4 1 X 4 LONG 3-1/4" LONG X 3/16"!D 1x4 P.T. FURRING 3/16" 0 X 3" LONG TAPCONS FURRING (2) ROWS 3/16" x 3-1/2" FURRING TAPCON. INTO STAGGERED TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING „ 1 DETAIL O.C. 2 ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 2' EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH „ 1-1 /2 DETAIL 1x8 w/ (2) ROWS 8d NALS 3" DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12 O.C. 3/16" x 3 -1/2" lx4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN.rx4l" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16"APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" x 3-1/2" TAPCON @ 16"1x4 O.C. & 4" FROM EACHFURRINTAPCON *27EDGE @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" x 2x DETAIL 2 1/4" DETAIL STAGGERED@ 12"O-c. 3-1/4" DETAIL BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 1/4" MAX 2'-0" n SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 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 SCRIBE (NOTCH) --_ _ POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL K"i SCALE: N.T.S. SS - SECTION A -A 8" 1/4" x 3 1/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 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" MIN. B-B 1/4" MAX EMBEDMENT INTO K.) 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) 10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL K SCALE: N.T.S. SS 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. $ FILL SOLID BOTH CELLS #5 REBj (NP,) STD. 90' HOOK (7 EV L, 0/9 7/ ±5A �L\— NOTCH WEB AT FIRST 2 COURSI UPLIFT CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'Yz" 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 ALL (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS / NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE. 6„ MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6'MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BYE / TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. � 4'-0" MAX SEE PLAN 00, 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4'/z' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY KT SCALE: 3/4" = 1'-0" �SS� MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER "i (1) #5 BARS CONT. WHERE THIS CONDITION TOP WITH MIN. 3" OCCURS COVER 6-0" F.F. � G —111—I I I —I I I=1 11-1 11; g I-1 I EEI I I-1 I I, , I 11-1 11- I-1 I Fl I I=_l I III —III —III IEEI I 51 11- o° I I I —I I I —I' I-1I1—I11 GRADE co P z_ r � C ° (2) #5 REBAR. MIN. 3" 16" MIN. COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN �R rH E :S I IAIAnnCDTADI C IAICTAI I -rinKI FILLED CELL INSTALLATION H SCALE: N.T.S. SS _,EE ARry H PLAN AND PRF-F_ =k 1' S ;;F�al hJ `;in- Nt : I -- EiL­_C)'Vl Zx SUB,CASCIA ALUMID NP EDGE ALUM FASCIA I-E . PLAN I � I 1 1441' TRIM PAINTED `�S NAIL wi 5d1(" HEAD F :' HANNE_ -4--_71A r ?- ,, Cl.0 a =-ENEE FEE^` I C.h T '��._aTE BEL:;;" PJ Tl.xrt. t ',VENTED C = .SOLID SOFFIT 'NAILED T1 � LL�IC.KIh NAILED T0 70P NAII i ti"'1 H �Rf) FVFFY OT HFR TRUSS Mi'2d NAIL:_i TYP- 1"1 ;t of IT �.I r:TERIAL PAN CAPACITIES BASED 1:1N l He DESi• N Mkt ;°_ktS SPtJII ll^LN'I-L'k tYJF.lPQNLNTS AND CLADDING LJSTELa IN THE IE'-,II=;fN CRITERIA ON SHEET SN Fs,IR 1F�hT lTT;jC:Hr 1FiJT �T :`� + I 1 PFR At PHA AI IPA INC Ft # 16I7144 Res F3 I I�.•TAPPRC 'AL r F CHANNEL A3'TE'NcD TDB ENIBEEINIENTT wtaim i.' ,L1 n f:a IP (-,A `` x 1+4" 1 Rc_ .',vN ST4:71E'� AST 24" flA , O C, IN C1IAf,1C�1D FATTEPIN -t b FA" C VL 'h'rI r1 (�A. l I C _' "tr'N •`_; FAPL�_ A F)AJD H 1�140UVE STRUCTURAL SOFFIT O •I TALE. f-4" - 1' 01' j",, F )R. AL( NIINJr-I _ _:FFITS VATH SPANS —' INSTAL! f-11 D� 'AN 1311 PC.KINt; PFR HE `OFF1T F_ I-aA :NST.�,'{ LATI )N C41TERIA 'REFER 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 Z-6" TO 4'-0" O.H. k (2) 10d NAILS @ 8" O.C. O�FRygN TO TRUSS TOP CHORD �F + + NGTy PLYWOOD SHEATHING + + BLOCKING AS + REQUIRED TRUSS + TO SUPPORT SOFFIT + + 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL SCHED. ENTER SOFFIT PRECAST LINTEL SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED @24" O.C. FASTENED TO (MAX. 4'-0") CMU W/ 3" LONG T-NAILS @ 24" O.C. SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIE MSTAM STRAP SCALE 314 CCC CUE:[= M') AA111 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 1 Od @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL V\\_ SIMPSON HGAMIOKTA @ 12" O.C. w/ (4) 1/4x1 1/2" SIDS SCREWS INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1 st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2" ° CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-011 5'-0" NISH FLOQ > p C #5 BAR " C 10 CENTERED W/ g IN TOP o _ o KNOCKOUT/ N —1 _ _ ° CHAIR BLOCK MONO FOOTING p SIZE AND REINF. PER PLAN AND SECTION DETAILS -I CLEAN FILL DIRT Z ffTANDARD C)HOOK c� #5 BAR IN FILLED CELL1-�, 9 9 e STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY (2) #5x6' IN CONC. FILLED CELL SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. .I t� �iF11 UAL a , IJ r1 Ed11V-,. Jy Jt..., "ll 0 CN �f 0 ¢,. Lo co ktiY ' f is � In yyTyy l•• Q Lu a - � 0 w z Q E O M o W L •;_ •o U ( N f� V ) U ° N t8 O o O o Q .N Lud' 0 O E M W U' W ❑ LLI vi W O I-Q R IY9~zz w0m_jcanO�w<LL O��O Q Q U jC0Q ZLLIL0Zm0cF QQ OwawOw0OWEE ���zm O Z Q<QpWQ�zIz CLCL 2 0Q LL. OW �H� mow❑ o oQz oQ 0 �Q� O Z 04 0� U) I�- p � iy) o Qu)MI G C/) ti w Lo a. CM IL Z 0 w W J� (D I I I I I I I I N O O O �- 0 0 0 0 i ' z O Lo w > N M co♦^ ZI- VJ Qz w o 4-a W o0O 0 _ U U Fn Lo O C3 Lu 0 Z a�a Lu:->¢ Ln = mew Ln O ~moo N zo= Lu . . N Q 0 zoo T z U aZE z �z F_ U Q pow co z Q z z W LLJ qzi- � N LAST PLOT DATE O z 0 J STRUCTURAL - DETAILS - RETRO FIT ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). Qllvir.wIN IVIQ 1 c I "I k iv) 1vu 1-1— FLAT STRAP NAILED TO RISER AND THEN WRAPPED AROUND STUD PLAN VIEW SCALE: IF = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 3/4" RISER CUT TO FIT MAINTAIN BETWEEN 1/4" AND 1/2" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x12 TREAD GLUED AND NAILED 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON OTHER TREADS 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) OVDR FT S P 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLUE NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE:' = 1'-0" STRINGER CONTACT\ SIMPSON P LSC EACH STRINGER DOES NOT BEAR IN WALL GLUED TO 2x8 F SE STRINGER MUST MAKE FULL CONTACT WITH LANDING SIMPSON A35 OR LSC EACH STRINGER 2x4 CUT ON BEVEL' DOES NOT BEAR IN WALL SE FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING I PT NOTCHED INTO STRINGER - D NAILED TO FLOOR WITH GLUE STRINGER CONTACT POINTS CT I O N VIEW "A" SCALE: 1" = 1'-0" 2x4 PT NOTCHED INTO STRINGER AND NAILED TO FLOOR WITH GLU AT STRINGER CONTACT POINTS CTION VIEW "D" SCALE: 1" = 1'-0" /—" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" NGER SLUED NAILED SECTION D—D SCALE: 1" = 1'-0" -3/4 PLYWOOD ON DECK H 2x4 SYP BLOCKING �x8 SYP GLUED AND NAILED TO FOR STRAP FRAMING (SIMPSON MTS12 wl (14) 10d x 1 1/2" NAILS) 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILED—\ 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLUE NOT TOUCH STRINGERS STRINGER CONTACT 1 GLUED AND NAILED TO STRINGER POINTS OR DRYWALL SPACING B H E SECTI ALIGN THIS STUD WITH FACE OF 2ND RISER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) -3/4" RISER CUT TO FIT MAINTAIN BETWEEN a' AND 2' GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS BLOCKING FOR 2xl2 PT UNDER 2x12 ATTACH ALL COMPONENTS OF STAIR TO CO NC. W/J" X 2 a' TAPCONS @ MAX. 32" O.C. SECTION VIEW "B" G. 1 SCALE: 1" = 1'-0" -ALIGN THIS STUD WITH FACE OF 2nd RISER TOP OF-� STRINGER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "E" SCALE: 1" = 1'-0" ON VIEW SCALE: = 1'-0" -3/4 PLYA ON DECP —2x8 SYI AND N/ FRAM I � 2x4 DRAF' STOP 2x4 BLOCK 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 SIMPSON A35 OR LSC EACH STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — 2x12 SYP - STRINGER SCAB 2x4 GLUED AND NAILED (EACH SIDE) TO BOTTOM EDGE OF 2x12 STRINGER / PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ a' X 2 J" TAPCONS @ MAX. 32" O.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C" SCALE: 1" = 1'-0" FLOOR TRUSS OR CONN. TO BOTTi GIRDER, FIELD VERIFY OF NEWEL POST (2) LAYER" EDGE GOLD OSB OR PLYWOOD OR 1 j"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" PER CONTRACT PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST BLOCKING SCALE: 1" = 1'-0" o I /'--xI m uVINo I muu I IuIN UC I /'AI LZ> (IF 11 X1 7 REDUCE SCALE .5) SCALE: AS NOTED JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW JOINT -TO )ISTS) 2X PSON MT 10d x l 1/ u L POST LET INTO 'LOCK IDE <ING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES ECTION VIEW "H" SCALE: 1" = 1'-0" UZI AlEcllw­ . h �.. _ N N 9 N • =? N $ O co _ �6 �,`• !.. vl Lo Lo t. ... f j uw O �\ W 0 Z Q ^, '- E W L r- �? U M `'4 L t ch � o uS ]� o `L � N Q �6 _.i 2, 'nV) V w a04 - W L 0 �c? 9 W IWF-< U �Ld LU LIJ -j w¢ZX Qto3')u-XiJ0x0Ou OQU QQ C), c'H ZL O Z m 0 QjcyQ Z owwLZOX00mZxw_un_ zYoZZ_0Ja ¢OW1 a25¢ (A QLL W W 0W � z Q Q U- < O < O z LV O� O CM z Q U) co cn U- z < U, LC)) I— w 0- ch cj oo <� ZV w w _jC) O mi CD I I I � I I I I I CV o o000 N 0 Cq N co M co O rn O O .— N O ' I I Z O { ' ^ V/ j N C6 'i 00 U ZZ V^ J QZ O Zw -�-a O w c O O_ UU � O 0�< Z a0a t� Q Lu = Luuj (7 F- � 2 N O ZOM w ILzwo . Q z O �ZU- Z • � z �� U Q pow z ST Q Z Z w W J ti O N LAST PLOT DATE z O _..I STAIR DETAILS ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • REBAR PER ASTM A615 GRADE 60 • GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S 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 L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY, 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 03-0605.05 AND 03-0605.04 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE FOLLOWING EQUATION: APPLIED VERTICAL LOAD + SAFE VERTICAL LOAD APPLIED HORIZONTAL LOAD SAFE HORIZONTAL LOAD 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM NEXT LONGEST LENGTH. 10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN. 12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: T-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 CAST-4494" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8F8-0B 8F12-0B 8F16-OB 8F20 OB 8F24-08 BF28-0B 8F32 OB LENGTH 8U8 8F8-1B 81`12-18 81`16-18 81`20.18 8F24.18 BF28.1B 8F32.16 3069 4605 6113 7547 8974 10394 11809 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 11809 2561 2751 3820 4890 5961 7034 8107 4'-0" (48") PRECAST 1966 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 (71 8672 10294 11809 5'4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547 36 7342 19 8733 19 10127 19 1105 1173 1631 2090 2549 3009 3470 5'-10" (70") PRECAST 1062 1451 2622 4360 7168 45 6036 19 7181 19 8328 20 1238 2177 3480 3031 3707 4383 5061 6'-6" (78") PRECAST 908 1238 1 2177 3480 5381 8360 10394 31 8825 14 T-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 8467 44 6472 15 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705 37 6390 47 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 38 4754 45 582 945 1366 1846 2423 3127 4006 11' 4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 471 755 1075 1428 1838 2316 2883 13'4" (160") PRECAST 296 471 755 1075 1428 1838 2316 1 2883 424 706 1002 1326 1697 2127 2630 14'-0" (168") PRECAST 279 442 706 1002 1326 1697 2127 2630 NR NR NR NR NR NR NR 14'-8" (176") PRESTRESSED N.R. 458 783 1 1370 1902 2245 2517 2712 PRESTRESSED NR NR NR NR NR NR NR 15'4" (184") N.R. 412 710 1250 1733 2058 2320 1 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 N R. NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1 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 129 250 450 654 884 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS CAST-CRm SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6-OB 8RF10-0B 8RF14-OB 8RF18-OB 8RF22-08 8RF26-08 8RF30-0B LENGTH 8RU6 8RF6.1B 8RF10-1B 8RF14-IB 8RF18-1B 8RF22-1B 8RF26-1B 8RF30-1B 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 5206 6639 8060 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 34 791719 9311 19 5'-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 10 8060 39 7402 19 8706 19 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1825 3120 5048 7915 9479 10893 32 755 1490 2459 3776 5743 7239 5623 7' 6" (90") PRECAST 669 755 1490 2459 3776 5743 8998 19 10893 48 466 999 1568 2253 3129 4091 3146 9'-8" (116") PRECAST 411 526 999 1568 2253 3129 4150 5891 47 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4^zr-4R� SAFE GOAD ''� • PLF TYPE 8U8 81`8 REINF. LENGTH 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 64" (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 15'-4" (184") PRESTRESSED N.R. 259 82 17'-4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR A" PRFCAST w/ 9" RFCFSS DnnR U-1 INTFI S 4ftWr-404" SAFE LOAD PLF TYPE 8RU6 8RF6 EINF• LENGTH 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 - 1.0 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CAl -4494 ! SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8F8.1T 8F12-1T 8F16-1T 8F20-1T 8F24.1T 8F26.1T 8F32.1T LENGTH 8F8.2T BF12.2T 8F16.2T 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 1569 2524 3547 4569 5591 6613 7636 3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1016 1 1632 2290 2949 3607 4265 4924 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 127 23 1021 1634 12 210 11 2571 10 3039 (10 3508 9 7'-6" (90") PRECAST 727 1166 1634 2102 1 25t 1 3039 3508 9'-4" (112") PRECAST 591 680 113 15 147115 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 91415 118 15 1458 15 173215 2007 15 530 686 1183 1526 1865 2204 2544 11'4" (136") PRECAST 474 485 79815 1034 15 1272 15 1510 15 1749 15 494 599 1028 1422 1 1738 2053 2369 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 12'-0" (144") PRECAST 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 41815 373 606 14 783 14 962 14 1141 14 1321 14 428 455 770 1145 1444 1718 1993 384 15 346 559 14 723 14 887 14 105214 121814 14'-0" (168") PRECAST 410 420 1 709 1050 1 1434 g 1694 (8)1 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968 1324 8 162 11 187411 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13) 1052 13 230 364 609 897 1224 8 1562 14 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 B 1268 14 1E 14 19'-4" (232") PRESTRESSED 162 222 34711 44611 546 12 646 12 74612 166 261 424 616 831 8 105714 1225 14 21'-4" (256") PRESTRESSED 142 198 30611 39311 48011 56711 65411 142 230 369 531 1 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 37811 461 10 54511 �9(1 137 221 354 508 681 7 86113 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 49 110 5 124 200 316 450 600 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 lcawr-4494" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6.1T 8RF10.1T 8RF14.1T 8RF18.1T SRF22.1T 8RF26-1T 8RF30-IT LENGTH 8RF6-2T 8RF10.2T 8RF14-2T 8RF18-2T BRF22-2T 8RF26-2T 8RF30-2T 905 1748 2635 3522 4409 5296 6183 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 (54") PRECAST 867 1675 2525 3374 4224 5074 5924 4'-6' 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 T-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 1 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 1640 15 198015 2322 16 395 589 1135 1514 1893 2272 1 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 ° • 4 , ' 4 ° < > D > D 4 D D D C C C C C C C C C 8F16-1 B/OT 8F16-1 B/1T 8RF14n-1 B/OT 8F8-1 B ° 4 Q °0 °D > > °D O C S� D 8F12-0B/1T D C C 8" PRECAST LINTEL W/ (1#5 HOR CONT BAR & (2) COURSES OF 8' K.O. BLOCKS 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. 0w x oD 2cnmwwO V-`nN cn ° a #5REBAR AT ow 0 bO o w a BOTTOM MIN. (1) w < 0 wZ REQ'D �WC7JJJ z W ¢ w 16 GAUGE W ° POWERS STEEL U) � 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 W�-GROUT 1/2" CLEAR J C.M.U. `4LO EBAR AT BOTTOM 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 8F16-1 B/1 T NOMINAL WIDTH) � � QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP z= C� z= C C OF 1ST FLOOR LINTEL PLAN (ELEVATION B' AEG 2 y 2022 .i LO Ln r, Z It 0 LL w LCN L Loo o co " LL x -.qt 1 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS CAST-CRm SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6-OB 8RF10-0B 8RF14-OB 8RF18-OB 8RF22-08 8RF26-08 8RF30-0B LENGTH 8RU6 8RF6.1B 8RF10-1B 8RF14-IB 8RF18-1B 8RF22-1B 8RF26-1B 8RF30-1B 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 5206 6639 8060 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 34 791719 9311 19 5'-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 10 8060 39 7402 19 8706 19 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1825 3120 5048 7915 9479 10893 32 755 1490 2459 3776 5743 7239 5623 7' 6" (90") PRECAST 669 755 1490 2459 3776 5743 8998 19 10893 48 466 999 1568 2253 3129 4091 3146 9'-8" (116") PRECAST 411 526 999 1568 2253 3129 4150 5891 47 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4^zr-4R� SAFE GOAD ''� • PLF TYPE 8U8 81`8 REINF. LENGTH 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 64" (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 15'-4" (184") PRESTRESSED N.R. 259 82 17'-4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR A" PRFCAST w/ 9" RFCFSS DnnR U-1 INTFI S 4ftWr-404" SAFE LOAD PLF TYPE 8RU6 8RF6 EINF• LENGTH 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 - 1.0 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CAl -4494 ! SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8F8.1T 8F12-1T 8F16-1T 8F20-1T 8F24.1T 8F26.1T 8F32.1T LENGTH 8F8.2T BF12.2T 8F16.2T 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 1569 2524 3547 4569 5591 6613 7636 3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1016 1 1632 2290 2949 3607 4265 4924 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 127 23 1021 1634 12 210 11 2571 10 3039 (10 3508 9 7'-6" (90") PRECAST 727 1166 1634 2102 1 25t 1 3039 3508 9'-4" (112") PRECAST 591 680 113 15 147115 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 91415 118 15 1458 15 173215 2007 15 530 686 1183 1526 1865 2204 2544 11'4" (136") PRECAST 474 485 79815 1034 15 1272 15 1510 15 1749 15 494 599 1028 1422 1 1738 2053 2369 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 12'-0" (144") PRECAST 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 41815 373 606 14 783 14 962 14 1141 14 1321 14 428 455 770 1145 1444 1718 1993 384 15 346 559 14 723 14 887 14 105214 121814 14'-0" (168") PRECAST 410 420 1 709 1050 1 1434 g 1694 (8)1 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968 1324 8 162 11 187411 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13) 1052 13 230 364 609 897 1224 8 1562 14 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 B 1268 14 1E 14 19'-4" (232") PRESTRESSED 162 222 34711 44611 546 12 646 12 74612 166 261 424 616 831 8 105714 1225 14 21'-4" (256") PRESTRESSED 142 198 30611 39311 48011 56711 65411 142 230 369 531 1 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 37811 461 10 54511 �9(1 137 221 354 508 681 7 86113 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 49 110 5 124 200 316 450 600 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 lcawr-4494" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6.1T 8RF10.1T 8RF14.1T 8RF18.1T SRF22.1T 8RF26-1T 8RF30-IT LENGTH 8RF6-2T 8RF10.2T 8RF14-2T 8RF18-2T BRF22-2T 8RF26-2T 8RF30-2T 905 1748 2635 3522 4409 5296 6183 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 (54") PRECAST 867 1675 2525 3374 4224 5074 5924 4'-6' 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 T-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 1 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 1640 15 198015 2322 16 395 589 1135 1514 1893 2272 1 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 ° • 4 , ' 4 ° < > D > D 4 D D D C C C C C C C C C 8F16-1 B/OT 8F16-1 B/1T 8RF14n-1 B/OT 8F8-1 B ° 4 Q °0 °D > > °D O C S� D 8F12-0B/1T D C C 8" PRECAST LINTEL W/ (1#5 HOR CONT BAR & (2) COURSES OF 8' K.O. BLOCKS 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. 0w x oD 2cnmwwO V-`nN cn ° a #5REBAR AT ow 0 bO o w a BOTTOM MIN. (1) w < 0 wZ REQ'D �WC7JJJ z W ¢ w 16 GAUGE W ° POWERS STEEL U) � 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 W�-GROUT 1/2" CLEAR J C.M.U. `4LO EBAR AT BOTTOM 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 8F16-1 B/1 T NOMINAL WIDTH) � � QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP z= C� z= C C OF 1ST FLOOR LINTEL PLAN (ELEVATION B' AEG 2 y 2022 .i LO Ln r, Z It 0 LL w LCN L Loo o co " LL x -.qt 1 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4^zr-4R� SAFE GOAD ''� • PLF TYPE 8U8 81`8 REINF. LENGTH 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 64" (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 15'-4" (184") PRESTRESSED N.R. 259 82 17'-4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR A" PRFCAST w/ 9" RFCFSS DnnR U-1 INTFI S 4ftWr-404" SAFE LOAD PLF TYPE 8RU6 8RF6 EINF• LENGTH 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 - 1.0 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CAl -4494 ! SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8F8.1T 8F12-1T 8F16-1T 8F20-1T 8F24.1T 8F26.1T 8F32.1T LENGTH 8F8.2T BF12.2T 8F16.2T 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 1569 2524 3547 4569 5591 6613 7636 3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1016 1 1632 2290 2949 3607 4265 4924 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 127 23 1021 1634 12 210 11 2571 10 3039 (10 3508 9 7'-6" (90") PRECAST 727 1166 1634 2102 1 25t 1 3039 3508 9'-4" (112") PRECAST 591 680 113 15 147115 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 91415 118 15 1458 15 173215 2007 15 530 686 1183 1526 1865 2204 2544 11'4" (136") PRECAST 474 485 79815 1034 15 1272 15 1510 15 1749 15 494 599 1028 1422 1 1738 2053 2369 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 12'-0" (144") PRECAST 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 41815 373 606 14 783 14 962 14 1141 14 1321 14 428 455 770 1145 1444 1718 1993 384 15 346 559 14 723 14 887 14 105214 121814 14'-0" (168") PRECAST 410 420 1 709 1050 1 1434 g 1694 (8)1 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968 1324 8 162 11 187411 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13) 1052 13 230 364 609 897 1224 8 1562 14 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 B 1268 14 1E 14 19'-4" (232") PRESTRESSED 162 222 34711 44611 546 12 646 12 74612 166 261 424 616 831 8 105714 1225 14 21'-4" (256") PRESTRESSED 142 198 30611 39311 48011 56711 65411 142 230 369 531 1 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 37811 461 10 54511 �9(1 137 221 354 508 681 7 86113 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 49 110 5 124 200 316 450 600 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 lcawr-4494" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6.1T 8RF10.1T 8RF14.1T 8RF18.1T SRF22.1T 8RF26-1T 8RF30-IT LENGTH 8RF6-2T 8RF10.2T 8RF14-2T 8RF18-2T BRF22-2T 8RF26-2T 8RF30-2T 905 1748 2635 3522 4409 5296 6183 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 (54") PRECAST 867 1675 2525 3374 4224 5074 5924 4'-6' 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 T-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 1 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 1640 15 198015 2322 16 395 589 1135 1514 1893 2272 1 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 ° • 4 , ' 4 ° < > D > D 4 D D D C C C C C C C C C 8F16-1 B/OT 8F16-1 B/1T 8RF14n-1 B/OT 8F8-1 B ° 4 Q °0 °D > > °D O C S� D 8F12-0B/1T D C C 8" PRECAST LINTEL W/ (1#5 HOR CONT BAR & (2) COURSES OF 8' K.O. BLOCKS 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. 0w x oD 2cnmwwO V-`nN cn ° a #5REBAR AT ow 0 bO o w a BOTTOM MIN. (1) w < 0 wZ REQ'D �WC7JJJ z W ¢ w 16 GAUGE W ° POWERS STEEL U) � 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 W�-GROUT 1/2" CLEAR J C.M.U. `4LO EBAR AT BOTTOM 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 8F16-1 B/1 T NOMINAL WIDTH) � � QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP z= C� z= C C OF 1ST FLOOR LINTEL PLAN (ELEVATION B' AEG 2 y 2022 .i LO Ln r, Z It 0 LL w LCN L Loo o co " LL x -.qt 1 * SEE NOTE 18 SAFE LATERAL LOADS FOR A" PRFCAST w/ 9" RFCFSS DnnR U-1 INTFI S 4ftWr-404" SAFE LOAD PLF TYPE 8RU6 8RF6 EINF• LENGTH 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 - 1.0 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CAl -4494 ! SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8F8.1T 8F12-1T 8F16-1T 8F20-1T 8F24.1T 8F26.1T 8F32.1T LENGTH 8F8.2T BF12.2T 8F16.2T 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 1569 2524 3547 4569 5591 6613 7636 3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1016 1 1632 2290 2949 3607 4265 4924 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 127 23 1021 1634 12 210 11 2571 10 3039 (10 3508 9 7'-6" (90") PRECAST 727 1166 1634 2102 1 25t 1 3039 3508 9'-4" (112") PRECAST 591 680 113 15 147115 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 91415 118 15 1458 15 173215 2007 15 530 686 1183 1526 1865 2204 2544 11'4" (136") PRECAST 474 485 79815 1034 15 1272 15 1510 15 1749 15 494 599 1028 1422 1 1738 2053 2369 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 12'-0" (144") PRECAST 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 41815 373 606 14 783 14 962 14 1141 14 1321 14 428 455 770 1145 1444 1718 1993 384 15 346 559 14 723 14 887 14 105214 121814 14'-0" (168") PRECAST 410 420 1 709 1050 1 1434 g 1694 (8)1 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968 1324 8 162 11 187411 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13) 1052 13 230 364 609 897 1224 8 1562 14 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 B 1268 14 1E 14 19'-4" (232") PRESTRESSED 162 222 34711 44611 546 12 646 12 74612 166 261 424 616 831 8 105714 1225 14 21'-4" (256") PRESTRESSED 142 198 30611 39311 48011 56711 65411 142 230 369 531 1 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 37811 461 10 54511 �9(1 137 221 354 508 681 7 86113 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 49 110 5 124 200 316 450 600 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 lcawr-4494" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6.1T 8RF10.1T 8RF14.1T 8RF18.1T SRF22.1T 8RF26-1T 8RF30-IT LENGTH 8RF6-2T 8RF10.2T 8RF14-2T 8RF18-2T BRF22-2T 8RF26-2T 8RF30-2T 905 1748 2635 3522 4409 5296 6183 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 (54") PRECAST 867 1675 2525 3374 4224 5074 5924 4'-6' 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 T-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 1 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 1640 15 198015 2322 16 395 589 1135 1514 1893 2272 1 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 ° • 4 , ' 4 ° < > D > D 4 D D D C C C C C C C C C 8F16-1 B/OT 8F16-1 B/1T 8RF14n-1 B/OT 8F8-1 B ° 4 Q °0 °D > > °D O C S� D 8F12-0B/1T D C C 8" PRECAST LINTEL W/ (1#5 HOR CONT BAR & (2) COURSES OF 8' K.O. BLOCKS 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. 0w x oD 2cnmwwO V-`nN cn ° a #5REBAR AT ow 0 bO o w a BOTTOM MIN. (1) w < 0 wZ REQ'D �WC7JJJ z W ¢ w 16 GAUGE W ° POWERS STEEL U) � 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 W�-GROUT 1/2" CLEAR J C.M.U. `4LO EBAR AT BOTTOM 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 8F16-1 B/1 T NOMINAL WIDTH) � � QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP z= C� z= C C OF 1ST FLOOR LINTEL PLAN (ELEVATION B' AEG 2 y 2022 .i LO Ln r, Z It 0 LL w LCN L Loo o co " LL x -.qt 1 - 1.0 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CAl -4494 ! SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8F8.1T 8F12-1T 8F16-1T 8F20-1T 8F24.1T 8F26.1T 8F32.1T LENGTH 8F8.2T BF12.2T 8F16.2T 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 1569 2524 3547 4569 5591 6613 7636 3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1016 1 1632 2290 2949 3607 4265 4924 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 127 23 1021 1634 12 210 11 2571 10 3039 (10 3508 9 7'-6" (90") PRECAST 727 1166 1634 2102 1 25t 1 3039 3508 9'-4" (112") PRECAST 591 680 113 15 147115 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 91415 118 15 1458 15 173215 2007 15 530 686 1183 1526 1865 2204 2544 11'4" (136") PRECAST 474 485 79815 1034 15 1272 15 1510 15 1749 15 494 599 1028 1422 1 1738 2053 2369 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 12'-0" (144") PRECAST 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 41815 373 606 14 783 14 962 14 1141 14 1321 14 428 455 770 1145 1444 1718 1993 384 15 346 559 14 723 14 887 14 105214 121814 14'-0" (168") PRECAST 410 420 1 709 1050 1 1434 g 1694 (8)1 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968 1324 8 162 11 187411 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13) 1052 13 230 364 609 897 1224 8 1562 14 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 B 1268 14 1E 14 19'-4" (232") PRESTRESSED 162 222 34711 44611 546 12 646 12 74612 166 261 424 616 831 8 105714 1225 14 21'-4" (256") PRESTRESSED 142 198 30611 39311 48011 56711 65411 142 230 369 531 1 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 37811 461 10 54511 �9(1 137 221 354 508 681 7 86113 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 49 110 5 124 200 316 450 600 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 lcawr-4494" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6.1T 8RF10.1T 8RF14.1T 8RF18.1T SRF22.1T 8RF26-1T 8RF30-IT LENGTH 8RF6-2T 8RF10.2T 8RF14-2T 8RF18-2T BRF22-2T 8RF26-2T 8RF30-2T 905 1748 2635 3522 4409 5296 6183 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 (54") PRECAST 867 1675 2525 3374 4224 5074 5924 4'-6' 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 T-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 1 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 1640 15 198015 2322 16 395 589 1135 1514 1893 2272 1 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 ° • 4 , ' 4 ° < > D > D 4 D D D C C C C C C C C C 8F16-1 B/OT 8F16-1 B/1T 8RF14n-1 B/OT 8F8-1 B ° 4 Q °0 °D > > °D O C S� D 8F12-0B/1T D C C 8" PRECAST LINTEL W/ (1#5 HOR CONT BAR & (2) COURSES OF 8' K.O. BLOCKS 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. 0w x oD 2cnmwwO V-`nN cn ° a #5REBAR AT ow 0 bO o w a BOTTOM MIN. (1) w < 0 wZ REQ'D �WC7JJJ z W ¢ w 16 GAUGE W ° POWERS STEEL U) � 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 W�-GROUT 1/2" CLEAR J C.M.U. `4LO EBAR AT BOTTOM 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 8F16-1 B/1 T NOMINAL WIDTH) � � QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP z= C� z= C C OF 1ST FLOOR LINTEL PLAN (ELEVATION B' AEG 2 y 2022 .i LO Ln r, Z It 0 LL w LCN L Loo o co " LL x -.qt 1 (#) 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 lcawr-4494" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 8RF6.1T 8RF10.1T 8RF14.1T 8RF18.1T SRF22.1T 8RF26-1T 8RF30-IT LENGTH 8RF6-2T 8RF10.2T 8RF14-2T 8RF18-2T BRF22-2T 8RF26-2T 8RF30-2T 905 1748 2635 3522 4409 5296 6183 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 (54") PRECAST 867 1675 2525 3374 4224 5074 5924 4'-6' 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 T-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 1 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 1640 15 198015 2322 16 395 589 1135 1514 1893 2272 1 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 ° • 4 , ' 4 ° < > D > D 4 D D D C C C C C C C C C 8F16-1 B/OT 8F16-1 B/1T 8RF14n-1 B/OT 8F8-1 B ° 4 Q °0 °D > > °D O C S� D 8F12-0B/1T D C C 8" PRECAST LINTEL W/ (1#5 HOR CONT BAR & (2) COURSES OF 8' K.O. BLOCKS 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. 0w x oD 2cnmwwO V-`nN cn ° a #5REBAR AT ow 0 bO o w a BOTTOM MIN. (1) w < 0 wZ REQ'D �WC7JJJ z W ¢ w 16 GAUGE W ° POWERS STEEL U) � 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 W�-GROUT 1/2" CLEAR J C.M.U. `4LO EBAR AT BOTTOM 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 8F16-1 B/1 T NOMINAL WIDTH) � � QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP z= C� z= C C OF 1ST FLOOR LINTEL PLAN (ELEVATION B' AEG 2 y 2022 .i LO Ln r, Z It 0 LL w LCN L Loo o co " LL x -.qt 1 (#) 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 ° • 4 , ' 4 ° < > D > D 4 D D D C C C C C C C C C 8F16-1 B/OT 8F16-1 B/1T 8RF14n-1 B/OT 8F8-1 B ° 4 Q °0 °D > > °D O C S� D 8F12-0B/1T D C C 8" PRECAST LINTEL W/ (1#5 HOR CONT BAR & (2) COURSES OF 8' K.O. BLOCKS 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. 0w x oD 2cnmwwO V-`nN cn ° a #5REBAR AT ow 0 bO o w a BOTTOM MIN. (1) w < 0 wZ REQ'D �WC7JJJ z W ¢ w 16 GAUGE W ° POWERS STEEL U) � 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 W�-GROUT 1/2" CLEAR J C.M.U. `4LO EBAR AT BOTTOM 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 8F16-1 B/1 T NOMINAL WIDTH) � � QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP z= C� z= C C OF 1ST FLOOR LINTEL PLAN (ELEVATION B' AEG 2 y 2022 .i LO Ln r, Z It 0 LL w LCN L Loo o co " LL x -.qt 1 1ST FLOOR LINTEL PLAN (ELEVATION B' AEG 2 y 2022 .i LO Ln r, Z It 0 LL w LCN L Loo o co " LL x -.qt 1 LO Ln r, Z It 0 LL w LCN L Loo o co " LL x -.qt 1 _ - N N O N , o 0 - 4 r Q Z W 2 O --i W Z Q 0 .0 C? W O E:CD � Q QN �1■■W ■WIC REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (11#5L (I)#5U (0)#SL (1)#5U (1)#5L (2)#5U DETAIL'A' DETAIL'B' DETAIL'C' (1AIL'B' ) DETAIL'D' DETAIL'S' &'C' 2'-10" 1'4' PRECAST 2 D4.5 WIRE 2 No. 3 6/40 9462 9462 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 2912 5318 5318 5114 5114 4'-0" 214" PRECAST (2) D4.5 WIRE 2 No. 3 2038 3722 3722 3598 3598 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 1566 2859 2859 2772 2772 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 1453 2654 2654 2574 2574 6 4" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 1127 2013 2013 2000 2000 5-10" 4'4" PRECAST (2) D4.5 WIRE 2 No. 3 964 1636 1636 1712 1712 6-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 796 1454 1454 1435 1435 74" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 639 1167 1167 1152 1152 7'-8" 64" PRECAST (2) D4.5 WIRE 2 No. 4 619 1130 1130 1115 1115 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 581 1062 1062 1048 1048 8'4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 548 1001 1001 979 988 914" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 467 853 853 759 843 1014" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 398 727 727 582 718 11'4' 10'-0" PRECAST (2) No.3 2 No.5 355 649 649 489 649 12'-0" 10'-8" PRECAST (2) No. 3 2 No. 5 329 602 602 430 602 12'-6" 1 1'-2" PRECAST (2) No. 3 2 No. 5 312 570 570 391 570 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 287 525 525 337 525 14'-0" 12'-8" PRECAST (2) No. 3 2 No.5 270 449 449 286 451 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 522 522 360 4992 No.4 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 473 473 328 455 2 No. 174" 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 357 357 254 352 2 No.4 19'-4" 18'-0" PRESTRESSED 2 O No. 3 (2) 7116 strand +2 N.R. 277 277 202 281 No. S 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7(2) 256 256 188 262 No.str5 2 No. S N.R. 21'4' 20'-0" PRESTRESSED (2) No. 3 (2) 7/�6Nto 5d + 219 219 165 229 N.R. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 203 203 155 215 2 No.5 N.R. (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No.5 N.R. 164 164 124 179 N.R: NOT RECOMMENDED i •y� •. DETAIL "A" DETAIL "B" DETAIL "C" DETAIL "D" TYPE DESIGNATION P-PLI AIN LNTEi/ .UA F:TRY OF#5 BAR AT S-50LID,NTE I r LO'AER.INTELCAVITY [I8x1I6-P-1L/1U] oMINA'- s --J J L a A Tr. of #5 BA AT rlowNA ­IG"T A-rY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (II#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#5U DETAIL'H' DETAIL')' DETAIL'H' &'J' DETAIL'K' 2'-10" Y-6" PRECAST 2 D4.5 WIRE (21 No. 3 10000 10000 10000 10000 3-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 9550 10000 10000 10000 4'-6' 3-2" PRECAST (2) D4.5 WIRE 2 No.3 7207 10000 9863 10000 4'-8" 3'4" PRECAST (2) D4.5 WIRE 2 No.3 6614 10000 9053 10000 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 4843 6687 6635 7320 5-10" 1 4'4" PRECAST (2) D4.5 WIRE 2 No.3 3940 5211 5402 5641 6-6' 5-2" PRECAST (2) D4.5 WIRE 2 No.4 4350 4350 4225 1314 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No.4 3206 3206 3063 3183 7-8" 6'4" PRECAST (2) D4.5 WIRE 2 No.4 3071 3071 2916 3049 6-0" 6-8" PRECAST (2) D4.5 WIRE 2 No.4 2831 2831 2651 2811 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No.4 2625 2625 2421 2607 9'4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2153 2153 1881 2139 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 1777 1777 1448 1766 11'4' 10'-0" PRECAST (2) No. 3 2 No. 5 1568 1568 1222 1568 12'-0" 10'-8" PRECAST (2) No.3 2 No.5 1439 1439 1075 1439 12'-6" 1l'-2" PRECAST (2) No. 3 2 No. 5 1354 1354 981 1354 13'-4" 12'-0" PRECAST (2) No.3 2 No.5 1232 1232 849 1232 14'-0" 12'-8" PRECAST (2) No.3 2 No. 5 1149 1.149 760 1149 14'-8" 13'-4" PRESTRESSED (2) No.3 (2) 7116 strand + 1419 1419 850 1347 2 No.4 15'-4" 14'-0" PRESTRESSED 2 N3 (1o. (2) 7116 strand + 1291 1291 775 1270 2 No.4 17'-4" 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 993 993 600 1084 2 No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 035 1035 478 936 2 No. 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 961 961 446 872 2 No. 21'-4" 20'-0" PRESTRESSED 2 O No. 3 (2) 7116 strand +2 834 834 390 763 No 5 22'-0" 20'-8" PRESTRESSED O No.3 2 (2) 7116 strand + 720 720 366 716 2 No.5 (2) 7116 strand + 22'-8" PRESTRESSED (2) No. 3 (2) No.5 642 642 306 599 •.�j f !`j J •.`j J DETAIL "H" DETAIL "J" DETAIL "K" TYPE DESIGNATION P NTFY F#S.AR4- P_AI': JN"EL QUA O ..9 5 lD LIN-EL' ---) r L.,wER uN EL CA,, rTv [8x16-P-1 L/l U] NCMI A WI'4J LQ,AN-R•OF #S BAP AT i�CVINA-HcIGHT U-PER LI.EL CAVIT` GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x12" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID #5 (1) U (0) LL SOLID #5 (2) U (1) L DETAIL DE DETAIL'DF' DETAIL 'DE&'DF' DETAIL'DG' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 3764 6455 5637 5637 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 2970 4965 4401 4401 N-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 2654 4449 3965 3965 4-4" 3'-0" 7-8" PRECAST (2) D4.5 WIRE (2) No. 3 2400 4030 3607 3607 4'-8" 3'-4" 3-0" PRECAST (2) D4.5 WIRE (2) No. 3 1966 3390 3053 3053 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1 193 2290 2085 2085 6-8" 5'-4" 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 1764 1763 1578 1578 T-8" 6-4" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 1409 1409 1188 1267 9'-8" 64" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1000 000 686 903 TYPE DESIGNATION P-'�n.IN IN , Er QAh RY O. #�B4R A' 5 _C_r�-L [8x]I6-P-1 L/1 U] NOMINAL WIDTH J LQUANf1' 1:15 BARAT NOMINAL H^IG T UPPER LINTEL C.4VRY DETAIL "DE" DETAIL "DF" DETAIL "DG" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#SL (1)#5U 10)#5L (1)#5U (1)#5L (i)#5U (1)#5L (2)#5U (1)#5L (1)#5U DETAIL'E' DETAIL'F' DETAIL'E' &'F' DETAIL'G' 2'-10" 1'4' PRECAST 2 D4.5 WIRE 2 No.3 10000 1 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 9383 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 6766 8225 9200 9445 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 5104 5671 6345 6345 4'-8" 314" PRECAST (2) D4.5 WIRE 2 No.3 4683 5137 5717 5717 5'4" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 3428 3727 4091 4091 5-10" 4'4' PRECAST (2) D4.5 WIRE 2 No. 3 2787 3088 3369 3369 6-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2560 2560 2723 2723 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 1992 1992 2112 2112 7'-8" 64" PRECAST (2) D4.5 WIRE 2 No. 4 1921 1921 2035 2035 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 1792 1792 1862 1897 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 1679 1679 1699 1776 9'4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 1411 1411 1319 1489 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1186 1186 1014 1251 11'-4" 10'-0" PRECAST (2) No. 3 2 No.5 1074 1074 854 1121 12'-0" 10'-8" PRECAST (2) No.3 2 No.5 992 992 751 1035 12'-6" 11'-2" PRECAST (2) No.3 f2j No.5 937 937 685 978 13'4" 12'_U. PRECAST (2) No. 3 2 No. S 859 859 591 896 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 804 804 529 838 14'-8" 13'-4" PRESTRESSED 2 No. 3 () (2) 7116 strand + 1207 1207 605 938 2 No.4 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 711 strand + 1095 1095 551 887 2 (2) No. 1T-4" 16'-0" PRESTRESSED (2) No.3 stran (2) 7(2) 836 836 426 763 No.4 2 No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 strand + (2) 7(2) 655 655 340 645 2 No. 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 607 607 317 601 2 No.5 2V-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 524 524 277 526 2 No.S 1 22'-0" 20'-8" PRESTRESSED (2) No.3 and (2) 7(2) 488 488 260 493 IN .5 2 No (2) 7strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 (2) 399 399 217 412 �..: war ;.: . DETAIL "E" DETAIL "F" DETAIL "G" TYPE DESIGNATION P-PLAIN LINTEL/ aUANTIT"O'#5 54R A? S - SOLID LINTEL rLCWER LINTEL CA VIT" [8x16-P-1 L/1 U] „L„ALwIDTHJ La G 2A ornlNA HDG- n REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8'' X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)45U (1)#51- (1)#5U (0)#5L (1)#SU (1)#5L (2)#51J DETAIL'L' DETAIL'M' (1)#5L (1)#5U DETAIL'N' DETAII-1 &'M' 2'-10' 1'4' PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2' 8" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'4" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 9313 10000 10000 10000 4'-8" 3'4" PRECAST (2) D4.5 WIRE 2 No.3 8548 10000 10000 10000 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 6261 10000 8605 10000 5-10" 4'-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 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No.4 4693 4693 3976 4661 7-8" 64" PRECAST (2) D4.5 WIRE 2 No. 4 4456 4456 3785 4427 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No.4 4047 4047 3443 4021 8'4" 7'-0" PRECAST (2) D4.5 WIRE 2 No.4 3706 3706 3144 3683 9'4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2954 2954 2445 2937 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 2384 2384 1884 2371 1 V-4" 10'-0" PRECAST (2) No. 3 2 No. 5 2082 2082 1590 2082 12'-0" 10'-8" PRECAST (2) No.3 2 No.S 1895 1845 1401 1895 12'-6" 11'-2" PRECAST (2) No. 3 2 No.5 1775 1775 1279 1775 13'-4" 12'-0" PRECAST (2) No.3 2 No. 5 1605 1605 1107 1605 14'-0" 12'-8" PRECAST (2) No.3 2 No. 5 1490 1490 992 1490 14'-8" 13'-4" PRESTRESSED (21 No. 3 (2) 7116 strand + 1948 1948 1093 1591 2 No.4 15'-4" 14'-0" PRESTRESSED (2) No. 3 11 (2) 7(2) strand + 1774 1774 996 1494 2 No.4 17'4" 16-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1368 1368 771 1264 2 No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1084 1084 615 1095 2 No.5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 1008 1008 573 1048 2 No.5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 877 877 501 966 2 No.5 22'-0" 20'-8" PRESTRESSED 2 O No. 3 (2) 7116 strand + 850 850 471 923 2 No.S (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED 2 O No. 3 (2) No. 5 740 740 393 772 :.• DETAIL "L" DETAIL "M" DETAIL'IN" TYPE DESIGNATION P PLR I'J LINTEl/ aI ANTITY #5 -AR IT S-SC,[) LINLL _oW,.F LIN- L CA'<'ITV �r [8x16-P-1L/IU] J L r.,C.+,11^.AL V+I,r, r C" �.•R�' F 5 BAR 4T - I .J 11OMINA- H_IGH GENERAL NOTES: 1.) CODES 1.1 FLORIDA BUILDING CODE 7TH EDITION (2020), RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE 7TH EDITION (2020) SECTIONS 1901.2 & 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 (813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" AGGREGATE, 8" TO 11" SLUMP 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A496. 3.) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08, 3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE 7TH EDITION (2020), RESIDENTIAL SECTION R606.6.3 OR FLORIDA BUILDING CODE 7TH EDITION (2020) BUILDING SECTION 2104.1 4.2 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT 4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT. 3000 PSI GROUT (PLACED IN FIELD) 2" TOP LEG BARS: (SEE SCHEDULE) 1 #5 CONTINUOUS REQ'D. R STRUCTURAL PLAN STIRRUPS AT 4'-0" cc OR WELDED) rOM BARS SCHEDULE NOTES: J. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL -ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT (PLACED IN FIELD)1 2" 2" co 7 5/8" TOP LEG BARS: (SEE SCHEDULE) (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc (TIED OR WELDED) NOTES: 1. MINIMUM COVERAGE OF STEEL- 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL RECESS LINTEL SECTION PRECAST CONCRETE CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC. REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#51- (2)#5U DETAIL'O' DETAIL'P' (1)#4L (1)#5U DETAIL'Q' DETAIL'O' &'P' 2'-10" U-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 5' -4" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 7681 10000 10000 10000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 6251 10000 8615 10000 6'-6" 5-2" PRECAST (2) D4.5 WIRE 2 No.4 8629 10000 6741 10000 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No.4 6266 6603 4891 6909 7'-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 5967 6199 4657 6477 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No.4 5430 5524 4236 5756 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No.4 4961 4979 3869 5178 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 3865 3838 3010 3973 10'-6" 9'-2' PRECAST (2) D4.5 WIRE 2 No.4 2984 3021 2320 3118 1 V-4" 10'-0" PRECAST (2) No. 3 2 No. 5 2699 2699 1959 2699 12' 0" 10'-8" PRECAST 2 O No.3 2 No. 5 2436 2436 1727 4 2 36 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 2269 2269 1577 2269 13'-4" 12'-0" PRECAST (2) No.3 2 No. 5 2034 2034 1366 2034 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 1878 1878 1225 1878 14'-8" 13'-4" PRESTRESSED (2) No.3 121 711strand+ 2413 2413 1338 1974 2 No.4 (2) 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 711 strand + 2199 2199 1219 1846 2 No.4 (2) 17'-4" 16-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1698 1698 944 1546 2 No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1348 1348 753 1330 2 No.S 20'-0" 18'4' PRESTRESSED (2) No. 3 (2) 7/16 strand + 1254 1254 702 1271 2 No. 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 092 1092 614 1167 2 No.S 22'-0" 20' 8" PRESTRESSED (2) No. 3 (2) 7116 strand + 023 1023 576 1121 2 No.S (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 898 898 481 947 i ..r •r : :i� :;i�• 'i �•1 DETAIL "0" DETAIL "P" DETAIL "Q" CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC. GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl6" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID #5 (1) U (0) L #5 1 U III L SOLID #5 (2) U (1) L DETAIL'DH' DETAIL'DJ' DETAIL'DH' &'DJ' DETAIL'DK' 3'-8" 2'-4" 2'-0" PRECAST (2) 04.5 WIRE 2) No.3 5713 10000 10000 1D000 4'-0' 2-8" 24" PRECAST (2) D4.5 WIRE (2) No.3 4511 10000 9686 1D000 4'-2' 2'-10' 2-6 PRECAST (2) D4.5 WIRE (2) No.3 4032 10000 8687 9503 4'-4' 3'-0' 2'-8' PRECAST (2) D4.5 WIRE (2) No.3 3647 9133 7835 8173 4'-8' 3'-4" 3'-0 PRECAST (2) D4.5 WIRE (2) No.3 2990 7025 6382 6382 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1819 4139 3839 3839 6-8" 54" 5-0' PRECAST (2) D4.5 WIRE (2) No.4 2976 2976 2676 2737 7-8" 6-4" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 2292 2292 1918 2121 9'-8" 8'-4" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 1563 1563 1113 1455 .fir , ..1 :4 DETAIL "DW DETAIL "DJ" DETAIL "DK" TYPE DESIGNATION P P vINT A .oeAR A' aGLID LINTEL � roC GW_R LI A:ITY [8x16-P-1 L/1 U] LQu?NTrvE.CA,TRAr NO NALWIDTH NOMINAL HEIGH' L 11 IU 0 15 P- -ATYPE DESIGNATION .,II s s_�� [8x16-P-1L/1U] \11VA- 'v IDiH� LO.._ #55AR AT N..MIivA.^.EIGHT 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) LL SOLID #5 (2) U (1) L DETAIL'DL' DETAIL'DM' DETAIL'DL' &'DM' DETAIL ON' 3'-8" 2'4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 7665 10000 10000 10000 4'-0" 2'-8" 24" PRECAST (2) D4.5 WIRE (2) No.3 6054 1DODO 8442 10000 4-2" 2'-10' 2'-6' PRECAST (2) D4.5 WIRE (2) No. 3 5413 10000 7552 10000 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 4897 10000 6836 10000 4-8' 3'4" 3'-0' PRECAST (2) D4.5 WIRE (2) No.3 4017 10000 5613 10000 5-8' 44" 4'-0 PRECAST (2) D4.5 WIRE (2) No.3 2448 7050 3434 6540 6-8' 5'-4" 5-0" PRECAST (2) D4.5 WIRE (2) No.4 4569 4569 2302 4235 T-8" 6'-4" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 3338 3338 1640 3122 9'-8" 8'-4" 8'-0' PRECAST (2) D4.5 WIRE (2) No.4 1 2158 2158 936 2036 DETAIL "DL" DETAIL "DM" DETAIL "DN" TYPE DESIGNATION Few AT [8x16-P-IL/li ] WIM IT UNIT '2551' - 1ST FLOOR PLAN 1 /811 = 1'-011 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"1 RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFELOAD UPLIFT F SAFE LOAD PLAIN SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5 (1) U (0) L #5 1 U 1 L SOLID #5(2)U(1)L DETAIL'DA' DETAIL'DB' DETAIL'DC' DETAIL'DB' &'DC' DETAIL'DD' 3'-8" 74" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1 1919 2143 2143 1753 1753 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 1597 1801 1801 1483 1483 4'-2" 2'-10" 2'-6" PRECAST (2) D4.;i WIRE (2) No. 3 1473 1668 1668 1376 1376 4'-4" 3-0" 7-8" PRECAST (2) D4.5 WIRE (2) No.3 1367 1553 1553 1284 1284 4'-8" 3'-4" 3-0" PRECAST (2) D4.5 WIRE (2) No.3 1194 1363 1363 1131 1131 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 864 995 995 831 831 6-8" 5'-4" 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 662 816 816 650 654 7'-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 542 669 669 462 537 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1 396 1 489 1 489 1 261 393 r.` u r. DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"1 RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5 (1)U(0))LL #5 111 U IIIDETAIL'DO' SOLID #5(2)U(1)L DETAIL'DP' DETAIL'DO' &'DP' DETAIL'DQ' 3-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 9620 10000 0000 1 0000 4'-0" 7-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 7599 10000 10000 1DODO 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 6796 10000 9505 10000 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 6149 10000 8604 10000 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 5044 1ODOO 7066 1D000 5'-8" 44' 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 3077 10D00 4325 1D000 6-8" 5'-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 3765 7387 2901 6831 7'-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2693 4979 2069 4671 9'-8" J 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1552 2996 1183 2844 P .A •�•• r1:• DETAIL "DO" DETAIL "DP" DETAIL "DW TYPE DESIGNATION [8x16-P-IL/li ] �I L■°,� TYPE DESIGNATION r d' P-PLAIN LINTElL/ �rAN_IiV F#s R T S-SOLD.NT= LOWFR LINTEL CAVR [8xl -P- iL/lU] NGMINALWIDTH L. uANTITYaF#5 T \ \< NOMINAL HEIGHT UPPER LINTFCAVITY of SAFE WORKING LATERAL LOADS (PLF) 8" X 8" LINTELS Total Length Type 8"x8" PLAIN 8"x8" SOLID 2'-10" Precast 2082 9235 3'-6" Precast 1325 4624 4'-0" Precast 1041 3358 4'-6" Precast 858 2635 4-8" Precast 810 2459 54" Precast 663 1940 5-10" Precast 583 1624 6-6' Precast 486 1396 7'-6" Precast 403 1134 7'-8" Precast 9 3 2 1100 8'-0" Precast 363 1037 8'4' Precast 318 981 9'-4" Precast 222 772 1004" Precast 156 600 1 V-4" Precast 132 651 12'-0" Precast 111 593 12'-6" Precast 98 544 13'-4" Precast 82 475 14'-0" Precast 71 429 14-8" Prestressed N.R. 417 154" Prestressed N.R. 369 17'-4" Prestressed N.R. 257 19'-4" Prestressed N.R. 184 20'-0" Prestressed N.R. 167 21'-4" Prestressed N.R. 138 22'-0" Prestressed N.R. 127 24'-0" Prestressed N.R. 100 N.R. = Not Recommended 3; N ` > N LO 1.0 } a ap w -' 0 w z Q �E > 0� o 0 Vi Ci ft''' V co A� u r/ 2 O o 0 ° LL 8 13 Q s u��Erg V w Q� W L cO E � a 0 w O1- �W �V W_jQzLu H< w w~x OQQQ�00OUOx QF- ����0 ¢pUZ) Zpw<u Cy U) U) jLuZx¢0OZ wQV5O �QpLLIZ 0 � aQ LL �00OO�m LU� Ow ZQQLLliQ O 0 CN ZW O =J Z 0 M O Q co C v! LL N� 5< 10 M 00 Z U � wZ W J ' I i I J N O N o N O N 0 N O N 0 N N 0 N N N 0 N O o O N o I i ' z O_ wQ .F o N 0 M o -V q Lb I C CO zZ Qz O zw ��-+ O W _ 000 U_ U N Lo -0 0z- 0 W - 0 -0 Z a� wLIJ Q L / ~F-0 N ZO= W LL~_ zwo L U aZll ■ ■ H 1 OU pa. W z w z W J O N LAST PLOT DATE ■ ■ z J j STRUCTRUAL DETAIL B I rall'I�i�l" I ! 'i �IFI I I I I � 1 r I l I+ n! 11I p q f111+�11 IIta1R III � 1n'lIR'11� III _ I _ I 1_,-,I'I' - 1 �a QD March 15, 2022 Florida Departnent of Business& Professional Regulation Pipe, a Building Codes and Standards arc;' toCU+ . (� `••/ I fnProduct P0K`OUw""LC*'T APPROV. AA_►L SPECIFICATION Approval Application Detail (D -� � FL►KO.rDRS 0 0 ���•r� W irilftC EMM(or go 2RA Bute Pe_nding T,1e Version Manufacturer Contact Efrolaeer & uceneayalwalkst av Yal!aaw F®G ADorosCd Apmm Rw+s+on 26Yt Tnirrmi-Tru Corporana sasses Jaz -e _ Lydon F chmdt P E RYan J V P F_ 077:T 2G20 J't12rA2El 07i:N!2(r20 loft a trY) A;pr-od K '� D jJ ' �•f W As required by Florida Statute 553.842 and Florida Administrative Code 95ry. EExteriorDocI AM S43.7628 PE-4WC, R13)M7 555 ��/ vJ `^ ` �" SubCalQgory. S-Nmill Etc- Do-,Amarrinles s}xperson(tmannatre co Co V ) 4-1 ""2" A 4-1;' 2 X 2 -1 2, 0 � �1 a they will be utilized on the construe„ ors project for which you are applying for a compimnce Mamod: E mlmauDn Repor, from a m ForaaR�llEn2dA era®LlaOn�dF�r�a (D V o o 0 Proffelilslanal ErgrneeJ = Back Cross $uppwt _ FL.Ir2047aR3 Products 0 � Q , Ip f " r,#�T(1 f(1 1 � � QdLM A&aW= AD=Ygd for Use Aoaro1PUREM ,mp�acy Protluct Dascnotton contract ExrMa_ bite nYeH nuhaYos, 2 Res,es iFraRwn � = (� 1 , � ICU Category/SubcategoryManufacturer «p Product Description Approval Numbers pp � Test Pressures �"�' y �*y,g Ex Da a P• 'Dt�'4LIt:.hC55C.`T f'Cfu�C Cimw, and g�Fwr'rna-Titx+�CbssaF and Sntoath- t#ornlnal881r:$y.88rquruL lrrt�ct8qual-Opuquc tnr'd1r2Qu Yro Ycs Yes hYa Composie ECge F,bergass Single Door 41 O � a.f� `V �F'� s EXTERIOR E EX 1 ERI OR DOOR R19hL f �(e l i) (.9 U'C+]:'D tlnr.'.ng'Cxrlsewrg; %w agwaAon} ? b Thorrna-T rti Fr bcr-C'.las;,c and Smooth -Star,Opaqu1J31�u22 Ye Yes Yes ^Y4 `sJ O %, 215 mi . CampotpEc3eFibeBlacsSngeOnurwm S'[hXO, Ct%ot 0%0 c Theml-Tru Fber-Clawie and Swhl.Star Nominal 6&#2,d P, &,j".1mpacAquoOpaque ,'J32022 Yea Yes Yee 1,114 Ecge Frti'rglass D,)uba, it♦ �(�y) cn ( o ,tea A. SWINGING ThetmaTru ,Fiber -Classic arw Smooth -Star (NON -IMPACT) F120461 1 +67.0r-67-0 psf 1213112022 r - --- --- - - - - ThermaTru 'Fiber -Classic and Smooth -Star FL20468 +67.Or-67.0 psf 1213112022 � „ - mpuane P--ttt cr �alatS�F�(I ng�,�ingY_Y51C:I.xo F-- _ ct) < �. - canr!guraDensl JE'7uX', 4 dTharrtAa-TN FIdLt-C IAs a'. area �Srnrx4th.'SLer Go��sirE a IF l heCrola S Singe Doorp+a'.pua 12191�r J2 Yes Y`es Ya: iW� - r'�r'� t �+ �* !/� +'fir# C F''y�r /'�(y� #�_'}s /` I� , [�.a t� Therm aTru - t'��ber-Classic UI=Li Smooth -Star tar E IT(�PALT a}+.� .1 �n/a I �.L0 70 -... �}.(y / /}+{a'/�} �/npry �'a +V .O!-VS/.y psf //A J �/rn)//y �i•. 31f 2V L2 - 14(It-ff-Dtll,1' �Crct,lTL - ----- - a Tlmry.. ru FeCkc nd C,hOpv{,Je 12131VeYeYarh4 gpee Ege rriwthS. 9mMngruM%mg.Xr, O)(cf CXO SLIDING - -- -- - --- ---- g MI Windowsand Doors Series 420 _L15332.1 FL15332.5 -- +40.0140.0 psf 12i31J2024 rTnernu.TVFtDer<aaa andSiarn.Srar J3,2022 Yea ea Yes WA --_..__. ISeries 5570 NOA f PGT 21-0205.03 38.7'-38.7 ps 4/14/2025 _ C7ocr With cr ZrrO�leEgeroIAI..s.Doubleot'opaiue l(.°1f,lclAa �(, e!i2 �� �g g[0)C0 /'� �,✓ . SECTIONAL 1 Wayne -Dalton S e I ie O V tw 4 � � F,,,7`'"» � 0 tFIF^ 1 I �' 5 i8X7') - FL8248�3 r +31 0" 35_0 psf I......,..,, - - I 12131/2023 s rah it Yas Yet. rug T q T,urma-Tna Fitxr-Glass!o and Smooth SEA, No nal tcrYA:$a &1rAst ��' qubt ,�,Eaiatl 17J31 r�G22 vas urrf(.11,6 S -.a;) f #f T 1( .4 3 in fir-1nt}Wayne-Dalton- -_ --_-'� 12/31 /2023 nr^ B h 7herrna-'ru Fber Ckaasr and Smooth h'*E[ RwJcminal Et,ga Floetonis irwrr, Cu.Yir (Inswru�r(tRNlnp; St':DYlfk�lJletl(IS9 eet%gesauaLl raactRqua ,lazed 1J31 �o vas Yes Yes hug .. ...._,.,___ �-.��__ _Q_. ..._..... _. _�]..._.�._._.y_N4 _� �-..A..W. 4.y. _ _,__._......,__..._._._..�__..,__....____.�...._ • a�._n�._- 'Series - r" h 1j Feet �.% S e nes 8000 81 8�00 1123 16X7 ) .�....__.._ F L8248. 10 ...._..... �- 30, 0 33.5 psf V 4 i� ♦ a "`•'+..._ P't t��l CTC15S Support l 'ATppy to E-ye Fiberglass Sw9le Door'ffth 51 lairs r 7rmvningtOu•awtng x0 0}, or OX:J �nhpuatagna, i "Ther'rtua-Tru Fiber-Cfruusc and Srr>nothl-e`,tal R'darminal tlBik:?sd 8 R•rlu'R:ImnGas .SrtuLntl GIa,wB 12'3172022 Yw. yew:, 'Wes WA. r_ ,I,�f ,,,�`�a o � F. ne Q�'�t�(0 8 .fig} _"�00 q 4 (16X7 *t a n e -'V G+i'It V n '+ e! t G 3 V 4��i V? V 1 V r IL 1rY 5rir 1 i 2 \ Wayne-Dalton F L8248'a 1� 1 f psf +34.4,1 38'•3 f 12/31 /2023 .Car-t=LJCkI�"1l.I'S ffV,d} be CJl tow Cor pasfta Ecga Floerglass Dtwble Door >wtf=cr wMD,Out Sidyiles IMvnr } - - x leftbracket(, - tl t, a14Self-Grirncj5(t,,-%ws,lifubialktfu8 _:B, C' Bra. i(Cre�TS �Lj);7i s#t �r'lC i?;'t �.'(i' (�tir3.>-i3 {CC FL11537,1 _s., .__ __^.___..........�..,_,__, NIA (see inst sht) -..,,..___ � 12131/2025 l0 I Therq� % FirmuS" Cslc and mroolh Star Nona all $$l 3aC 3quat:lmpaLt quit Gla.-Cil 12131oe =2 Yes YYes WA ',9n,potoeE,YdeFlbeglasa+ngd<Doc, r1 kThwma-'nor Fbe.rClawc and:rraom5C1, nCRlnnal"Z39 mg g1.a:lrrPQct:tU 88F39C 8gl�ot:lmp;att8quot Glazed rJ?7/3]'Z] Yes Yeb Yes hYA D. METAL LOUVERED DRS -- - --- Curries Division of AADG. Inc 1607.707,727,747.and 847 Single & Pairs of Doors - _... _ �._ ._�._._.-_T_�__,_ ___ _ - _._..-_...-_.... _.._,T_�._ - ___._.-_. ..,.s_..__._......,f.._..._.._.,.__..,_-� - - for 1 _Omp to EdgeFt wm`, (TypJicAi 3 (-ash si c i�urricun" ,Jsr, uaaae�np XO, OOmr jC.ompuate 12 i, Trlornro- Z lu Flbert Cbosic avd Smoodfir-SBar I'Iomina9 Milli &quaClrnpvGla ct$quoL zes! 1 L51Q -2 Yn Yes 'Yes WA r4ge FI&.rergl dais D'wbw Nor with or y Y� / }�u w S 2. WINDOWS `..�... 11, ,�I,l.:,, r: ;, :, ,•• •:. ,.1 1 r - ;vi i:.i•:..-., -'.: (i,,r, ... i �rere.that►Scul11ta,w-F-A.1libituP.OF ,l. i 'Mthour Saaeli,es (iraawlrgi0utswlrg. XX or OXXO configuratron5) m Tnemna.?ru F:Der.ClasSrC and Smcoth_1kru Nomnat a&s N :Jot!mpett at 9 as t�rJi 2i ves Yes vas NYA EdgeFDerg! ass SlngFe Darer wlm rJQn-IRIA]aCl& A. SINGLE HUNG I� ' s MI Windo,a�s and Doors ;genes 18,5 7- rL17499.2 r ( +60,0."-60.0 psf ` 10J8r2023 S _ - - PGT � series 5500 L239.2 N� A N/A 7l3012025 I IaW YrfuWYlnK'JA:S IiA"' x'-1 Yfr�l19 ,,.y U❑S t1p�', SWislNda/,bl . pX ar CXO conliguratron s; 14 n rnerma-iru Frher.GAssrc and SJ1,00m-sir Sao wr� 'Ou�ararap Xt1 G& 39, 8gl_Iot:Impdtt&quM' Opaque 11131 f:0:2 Y'es ves Fes NIA �dmCCSPIe Edge Flber9l am Double Floor nth yXo-F"�tion) srtel�a,!n�.nwo„S"rg: B. HORIZONTAL SLIDER M1 Windows and Doors - > Series 188 F L15351,1 +55.0;-55:0 f 2''1612024 15 o ihksrma lnu Fn'der Chisslc and brnwth-Star Nommai ltal#,a?0 kaut:lrnpau&quo, Orsfrue 1 e31 t2022 Yea Yes Yes NL'A C. FIXED - �` MI Windows and Doors saes 18.y F L15349,1 +60.01-60.0 psf f 4f312023 Handle Department of 8usaless & Professional Regulation Fwye a ' C-pixite Edge Flbirglass Single Don —lit), &qu.t.N -lmpacI11.qu1Sid.lme(s) 8uildngCodesand Standards ❑ Product Appiroval Application Detaii - - i1nswrgt0ulws np: XO OX or OXO �fquratwfl) 16 p Them-Tru Fber.Cl-le and Sno❑d>-$tar Opaque I2t31:2J22 Yes YeYea WA OmpopteEdge FtoerglawCcw1bleDorrnah LU PGT ISeries 5520 - FL243.5 Ni'A 4/30/2025 &puatnar,-lmpatd&qua4', Sk1nlRes (InyvMigr0lJlSwrg; 'OXxiD t-figuration) 17 q Therms-TwF.W.CLacskono Sr ❑sth-Stir N-elil6443P.8 J%q­INan-Impd&quIdt Cpaque 1 Yes Y_ No WA PLiat73-RS D. MULLION MI Windows and Doors ; Series 5764 F L15353.2 Nt;A 12,r31/2024 endtva one Perrolm 20 � yf!Bilkn h�ilf'r1If!':!� CuyacI �'ngir�sriw�,�u r,_af{pa Va1FTItlPd� Va4f�_id. ift]g9 Fk. levy Applovsd ply aF t+axp P E a . _ A:r,c m<d 'NI'imn. �.a 2,'I:^n 5man •, <.t cs ycue n: ffi:#,ne"s-eh., r' Irxee 0 F 1.^r+97 i"�p r':.I', W'+67 12t`-E-^n?"3 aeppry: `ails > iCrmpitw,ts (F7 r`t :119168 F_^-C. fJ y1 '_omposrte Edge Flberglim S+ngle Door Insvrg(Xysav dquor on-lmon, 1@ r Therrlla-Tru �her�ClaLss>r and Srrood,�Star NOmmal,s&di3b.86quat:Non-Imp3rX8quet Opaque t„I'7P�G Yea yin No WA C.'omPasneE eFibe lass starle Door with "� Fiberglass g g 5deiTsis) 1 nswn 'utsiskr : XIJ, OX cr rs%Cr" PGT Series 5500 F L261,1 NIA 5/2612026 �r.i . sub .al.Mry r^'dU rt %Irtdure ass 1'.vr!'Ct nnv(rigMdr<nt car r� E • OTHER i 1 - mnhgura4s 16 s rnrw ma Tru Fdw Class. and Rtnoth5*u Nominal 6&#3B.E 8Vuot.Nor, lmpax&^,;r_t Cpaque 12f3l,-"2ti- Yee Y<s NO "arA New Tacr_,3i Cnnglrin 01-d rid: E'n!undlm Rwpa' t+m+.n C.ompoalb Edge Flttsrgtsss Double Door •With or wfhaut S'rfsiRes (rrtSrlrgy0utswi,Jg, r,x or pXXG - Florida Re#Vxlp4 Nc.44i1 W a _-w 4 Flerd . 1 CpnNguraAonst prde"Ignd raocer FLe5622-Re Re.aN 20 t T heirrel aFiber-1'iassic and Smont}IStar Idominal8&1r.".q.0 &qurR: Flan-Impard&gUc+t. Opaque 1271 i2112 Yes Y-'s No RYA Composts Edge Fbeglam S,ngk Door 3. PANEL WALL i _ 9twlhY AseuLgtlEt,,tJ,�r..�t nMa> xldttal tlaahLwl e7aa n bmiW r�rx1 Maly-ra,ahrrMane Pr -taU eAM CnaactEmulaurrfide -n hE Dutarfa4VHZ i I j P 1 m Ink'' '� P r James Hardie Building rod p a Lap Siding and Hardie lank Lap Siding F 1 _ L.3192A FL13192..2 : ®-a // 12. 31 2023 !now C1J16Y X tail aAan ( rg+ •+g, fgur ) 21 u Thelma -1. l: ber-Clasw and Snwotha'u3r Nominal BSR:Td.0 &auot:Non-Impacrdgixi. Cpaque 12PI r aJt2 Voc Ins NO WA sidel�ta (� engro h x0.O`X XG A. SIDING N''A ' $startVaH L4 ]al A156QS,G - a Funcev F KW aria U. �tr grin Veal 1'es NIA a, fA;i 'I>? ,Ce ,.. - ..r,l!?Rl'J �nVrrtNM.:de.4:34ry!ti �ue,F„nr�mhcnde,d.-'Ne+�.','<,; 1_!'1rY__a ve; Y.i WA r "� `irHnVM M a3atf1 ap52 r1jilm P10 `1Ml 1J`1.C:? Yes Y<g NA fr'r10 CpnNaUraAan11 ._ - a. Therrro.Tru Fdx.-Class3.i and SrmoR:--Spar rJom.nal 8&a'�.0 &quof;Non-InpatlScprcl; i)paq,.e 1?f3]rv'U".*: Vas Yes No "LJA � Campos.e Edge FiberVaw Double Doat w„, o' - B. SOFFITS - - Aiside Solid and Vented Vinvi Sort_ FL15272.1 - FL15272.2 +75.01-75.0 psf - 12131/2023 J`urt Irnit,ak#,et 415405'a t Tstlated Floc p ref 1,/11 .d[3 1'.n Vea Nla ♦ Y9.a%ram ' a � ✓Mfhout Sidthtes (lmw n0fubw+ng. X7(or OXXO _ ,^',�r'IL i and V Vic{ ,t�, p. t, p^yn. p� a+r t,"'*o Alpha Aluminum, ia.Aluminum Inc.ii111 ¢iyL.i Yent C•a3 F'1s U,itylEn'R.F'rl ?. Soffit t { { �6 a R�.r•+� F{,�1 V54 !\M �, spa - rr/� may r 4, 29 4.L psf ;0rr2�/sF.},��r +�+y� 7 3i/F L'V i.V *>Yaxart+reert W411 a+54U 57: 4knod%ArlMill nmleDlFloove,trc 1"31RCIa3 Yn Yes NtA N!A G 9*artV.M NMydelsl;rt05%= '+Choir War lnwtet.o£bed vent 121N:U23 ves t,,.'A •rOGrttd' rnnfigutaAony 23 'rx Thrcrma,Ttu Fnerr-Chsx+c and STsmth-'Sta! Nominal 9.Sp3€7:S au Qt Nor, r4mciSqunt Ctated I Ir_= Yes 7es Nb NVA - `�:r rtVMt sa-xt a15a65�a to sarwd Ger-a� LL1., t ood','et[ ,/'1 !0.^_= e, n M1+A N+A ,'w.3 ComposQa Edge Flberplagt Srgla Door flnswrg ut,Jv rog Xmn,g... t-) __�_i—_-_—___ _ 1jy�,r• O C.OTHER 1 ?4 cThermxa-Tru F!i-Class, and Yror�+-S!ar Nominal f"N 8&q.ctriors lrtlpay6cEuct Glazed 12(31,'22 Yr< Ye. No WA _. .� C-0mposim Ewe Fiberglass Segle Door Wqh SidelFt(s) pnswrg/Oursarng. XO. OX a OX-0 - - writ guratruns) ?6 V. I retrow Tru Fllty Classic and Smoode_S'+ar NOnnrral Ti&Z39,8&quOLNof-lmpdct&quot GIadM 12r3I rZ32. ': es Yes has NJA Prol ioTaf Regulation Florida Ce rollent a 6us'ness & ass `� r>a 9 n "1r', ' a'• :�Cfmpg54in Fog. FIbang:- Double Doru win or M n , x - r tw. Sde ores lrK rsl,r_y,mMn n,s OA.'t_ t g. nt co urAACna] 4. ROOFING PRODUCTS DUCTS _ _ _ _ ---�.— flurldrng Codes gild Standards ProductovalA lication Detail par I - _.._.,•.,-......_ __..W_,...,____ _ ...... .. ___......... .. ..._..,...____ ..__.._....... GAF 3 Tab. Dimensional ._......_� .___..__��_ —_-_,___ FL10124-1 ._____W_._�__.......�,���. N,IIA _ 12116/20221 g :' : _ , "t,-.. 1h therms-Tru F!bar.(;I aTSiC and Smopds-5qr Ncmrnal 83ta390 &q, M•lticav,mpad&quel; Glued 1'r, 7,,: r„ yes Yes Nb NA InswrpFCutsv,rg X�e Edge Flb-Ci Satgle 3oor con,auralonl A. ASPHALTSHINGLES c za T}rrrna.Tru Filer GCar+aK and Srrluah $tart Nominal &4m39 C' &quotrexs.lmpan6quot; Glaaeq 12t31 ra4y_n Yes Yes No WA PFFLIM 11'Ta:fte B. UNDERLAYME.NTS Tamko (,for Shin le Roof) '151b Felt Underal'ment - FL12328 N/A 6/2912023 C t e F, Dncr Mn dowels nil wnpJQ 4wt .+g. OXa0XO fgur"onsl Carry tit "a �?" PIO N�°H' = 2Xi.r T yr raaran•nurw Erulnie, A l.ICMna Yaicat.d by vr! n s,xrattatl Foe Atzrwil Air -od status "�:! l �...,�� al. r .. 12.133Y'0::,^e 'ras "Fbs r,b hVA ''8 zh TIM'rmx-Tru F'lx^r-I';'4atisr. R,Fl Srrxxxh „+i}ar Numna11.v Edge FI bervi flqwr prpoub Doubt t.omppsrfe Edge F'I bovglaes l7oubp Door win or . �+.dhcut Sd?girt-s i,Visarn OXXC -. - - ,. yt 4 1 seed ," I A X Pl t lass USA. Inc. for Tile Roof) POLYST►CK "' J - r r 1. - �y ( F �✓ 2 5 .! T. �, Q IA NIA d. 12/23/2023 rmar-•.RPnrN xs3ax FF OB,,+"t' _, ...r Re In _... 17'r- NW,,11 Irr, JXs'Y 9rr t _a,. - `E X3 -,at:? (Inafn �i 9 iC1C pr cpn}ri U'abU. S.. �,/ . ROOFING FASTENERS N kJ T �U S L/ cat.doY. Fv .T .`JOB sCJ 1511 W:, (3A4 StnCaagory: M<taJ Rn❑inq '-'-3numateft',aA:rrnet-cm, cmpaarKr Mmhnrl: E'vrlua,krt ta<fxrin }nail, a D. ROOF VENTILATORS T ompson Arch Metal Comp. 'IOff Ridge Vents FL16918.1 - FL16918.4 N/A 9,`1312026 .pMa Reg s!<red artltam:J nx a E�m ud ile•m aasK,a sear FLJt1?r?9•R6 Prgdu[ts p�I1tYAasfxiraca .�, '. AutTxr rd.fp#Use li t Dail .., - - FloridaMetal Products. Inc l Vent RV,I 0 F L21580. 3 N/A 1213112024 ,t i t P1FV1Ct ❑IICp t tr#K2(t filivtlz ELT � a E.wv 'S-7 i Honda lJapertmerll of Business S Professtlonas Regulation p,v, dT c—, Metal 5,•_fty Sy— 7NG .17pN5 Do_. ,.0 rlv_ I Goa_ _..<- J.,t Fru_5 rt, np NA �� Gs Lornanco. Inc DA-4 Exahust vent FL17202.1 +97.5?-97.5 psf 12/10/2025 Bung Codes and Sunduis IJSrat21 Pro>duct Approval Application Detail E. ROOFING TILES Boral Tile ivilla 900 FL7849,27 - FL7849.28 NIA 12/31/2025 Boral Tile ISaxony 900 FL7849.16 - FL7849.20 111 12/31/2025 cod'? Florida Department of Business s Professional Rogulat';Ion FaD :44 /�� iK�L2L LW-- i�lt Y.lt PrnAng �< I'-- Oulu Mrxrrautr;,� n c alwn,,wsand Doa; atilt : iRCAnnb y m�� t 91 Lomas `Irgp MM . pE 15U6U:.4 lWanow 10,1 ma"'1I +t''.S'Rp.J AFIp"'orml f 'q s��■y f• ay (�� I a�^/f, ! 7 �w� !�E +I D r 7� %. 1 XI' 0 N S , I..S f �v� C . 5 OS S , D I W � C 1 J 5 S , DNA Y f C I „ :.:1': Building Codes and Standards 1 ,fir caegoy: E-nta rxrxs ?i ❑ Pb eRSeb.rs) ea'7a Product Approval Application Detail F FETAL ROOF Drexel Metals. Inc. 2005. DP1�1C 5�` �i r LI7679. i n +0i-180 �y 12r31/2025 C-Filarc. t,d,lo x1 aA.,. a �tnpar��-tl�� capllrreM<dodE uuunc<omr nor Fleade Reaiteroe Merl CetiMa argilt tFarris �.�Jr�r�4���� aa®iieii4i Code Erftlty er yDate y' Date Pendtno j2m FL/'151y2-R6 Pnoduea ,rJ SHUTTERS s5e 1 VerHlor; ManathactUter Contact Enpirlear&L1Cense Validated BY Validated Subm ltTed FtdC ADprova, Approved Status r_UK'2+ Impw Oualt[v Anwtarra ACarpvW Uss outside XN6a R_}Sli-ant Pr�rt aW t M1ogJct Mr,dmt rAsnb�f w rlar'r ROOKt Desfdlplun CebuiG CxDtarlCn gig M R,wrs.r:,n :0 laving-T to CArpocdAon 5aa5•a .Iaspeiapn L'j r,dblF S:hmidt t'E RyanJ F'nl.=PE ':3t15, r?1 1.?rr1JLt"!ti Cm CBci3•'<r 1 Apuizne7 GatMOrY Extaloar Dwri (600i 343-7828 PE-dMJq )dt1.3Y 767 d,+,, ,� SUbCategory Setngmg Exienw Dour Amearbee4 s;zsne'sorrft]tF m�rr'J'^ CCmphantt fitdsotl' E.aluatnn Report frm a m -- -- - 1 SERIES 41, R11JMINUM I-- SERIE5420 ALIJVINUN". SGC OXO tl?,r+1+?9_J Nn Yea N, NIA 1iS3Ns420 AL'o&ged NcD-E,X 2 SERIES 41:'AlUMIrJUM $ERIE&4?l1 ALIJMMUM Sf•'D J.rf ,#.U. ;iX tE, }i+71121 rlc Mai Nc MrA, A. STORM PANELS -- Global Protection Products Galvanized Steel Storm Parcels - _ - - - FL15076,1 - FL15076.2 N`A - /2131/2022 Fbrgd Reg Stereo Arc.M act Ord Lce sec 'r orxla Rrlewion�Engrteet 96&pt¢ �atlaqupt NOffsRMNiCsRCEO SFAIES4io ALUMINUMSW RENFORCEE SERIES a2a A.0 NxeUM S:D REINFORCED DXD ,2'J1/IO2i No ray fJr wA 145.3'4&god,i 3d&gccl - - r C All American Shutters & Glass Galvanized Steel .storm Panels �' L17869.1 NJ NIA 12/31l2fl22 FL1r2M6a•R5 Produrh 4 3E'RIEe 42n ALL+M1r1UM Slk3C7 RENFORCED SERIES sin AL HRJUM Y+D REINFOR:ED ox 92n1rV24 N., Yr Nu Y/A - [ -.... p i Quality al"umillco Approved for UtA 4DCad royforV 1 Desa# Sean PP7Jd1Jet ilbdel. Number er Name Prod nDeat�roboln DOrrCa C. Exnlration Date ,n II Outsde FiV,,Z M 1 P ore Xn. nX 1.4%gw z'3d&gmd. 5 5ERIE54ZALUMmIUM SGO REINFGR[E[I SERIEL, 42n ALUMtNUaA BUD REINFVfi:ED Y.RX 1'J31 .^i No Y.. N, WA 541&aWti i56S(Md (D S TRU C TU RA.. L # t a Therms Tru Fiber-Chaasc gird Smooth ar Non Ina166M I! &Qwt.1 nV..t&quot 'Cpaque 1:/31;2022 rb Yee "its NIA Cpmpoarte Edge F t,-�I­ Saga D­6. Itnswr1g/0ttts'rJb)g :-dlagUradnr) 2 In Therrrla�TrU Ftter.CUssc and Snlcx th-Star Nnminal W39.8 &IMLlpg Opaque 12131 r222 Yes `-Fs e;ra } - r _ ,..,�,.-..... C.umpa," Fie Fajars, Single Gm: Mr. COMPONENTS 5doIcts) ilnave tg*,A-,g. XO OxY O: C' c_onfguribons' 3 C.. Therm-Tn, Giter-Gass.- and sn'Drh- Ndrnlnril r;gf#3'3'.6 &,.1!.nt,urryYacr3•:)u)r Opaque 17131r�.; � hNi wing Vo5 IVA p� t A O O D CONNECTORS[ WOOD _z t U S P Structural Conn,, I see chart Composite Edge Fibagpass Double Dlv, With ❑, . Y Y _.. - - ---'� --..__....________.__ ._._._.s __..,.,_...,,_�.....,..,.._._.-v....._.. � II Florida Deportment of Business & Professional Reguidltbn 'eth" Sdejersdinsm Cu�wln ,xX or OXXU np+` p �n abgn>j I Therms-Tru Fiber-CbsRc Nominal B&i3.9,0 &TwLirryect&quU'- i,`pegUe 1J31ri'0� rJe Yet 'Yre NtA Building Codes and Stan(iards �--� ANCHORS Simpson Strong -Tie .,...._..�..,. see chart ._......_.. d and SrnootYt�ve: comports Edge F!'Jagiase Single Do❑r (InSwngh,yu Wi"rKj +•Xxrag„raps„ - -- ; - - •-------- - -- - - - Product Approval Application Detail p �+ B. Tr-'�U S PLATES - p Fryer p� [31�i r > n 5 A I n e Truss s s P I iComponents I T� Building ding C o t l e....._ F L1999-1 - FL 1999, 4 - NIA 12131 /2024 5 e Ttlerrrtd-Tru Fiber.CTisar w,d grvrsO4Y�,-3ar P�minal d6#'f�1,fY 31UOLd rrpw.rtalxt. CtpvaquE 1J31r2(r22 shr YeR 'r'Fs riff Composite Edge Flbc gl ass Single Doo, Mi, ..i 9 1 1[ p V G 17 l t p j n (D ..-, _� „ ,,.. �, -, 'Truss MiTek Industries. Inc. rFuss Plates __—�--__ 1 __.. -s ... _.._-. __--______ i "e eel FL,219 1 - FLU197.5 ...,,_... � f Nr'A 12131/2022 S,dd oafs} (1 rears ngt�Uiaw n9. X0 Ox c, OX-'' cenhgu,"C'C _ FkJ Yeses ayA. :gat es t� .rxa rely iYAL t tNnufacturp g ON&ors Ltc $I FCC Am �gawd <y({y� rll� —c- r� ENGINEERED LUMBER 1 L 52 - FL652e.5 1 NSA 6 f'riwma-Tru 7ibw Classc and Smooth Stat Nominal@&i139,0&HUOLIn Ct&quot, Opaqua 12!3112-322 � Mttspu# Sde!Itcs FI t>krg!aaa Gmubk* IClcr�r iMt1 ar Inw+ingt'I:Mxtsveng::e,r. a OX'.t.r3 �y� }., ' Y' Y e elf - G� 1 t =_ 1 y Ia B u s e r L L Weyerhaeuser l r oars. L �_ .� 3/31/2023 R:rdstpn 2e:.i W'ayewDaim.a Oviym dr ahead Doe. Dwryna kvn,sn lar,r.E Scales 3etrRyP atnesan.PE IfY 11/_[D7 a;•r�9/i62'7 1Gr2'.�.p2rJ ilr't 5J:02G Pppin+<d �.AgyI r3om'sh3a,2, 5,r3T caa29.5on (C/) v ✓ cantgurran9on�;a • „ .1 d�komlvli� yne dytm r va - eu€ztst.+ }_ MATERIAL , r Cast -Crete Corp High Strength Concrete Lintels ---4__,___. FLl58.1 4iiA i 9 Thnrrna Tru Fite,.Ob-c and Srrxlxn_�„r 141" nal 5wo 8 AquOL rtyrs s&quO'. n'. rZm1 1..l,1 t, -1 ra0 Fes -ws rile Composts Edap F bargluaa Sr�glc fkmr 5/21/2022 Subcalegor,T•. Cs¢,m Doer Asvr,,sN e3 C:-VIllceMrhod•E'iuymR.pontami cis nil.... ., x r� r*3'0 t'q gu r* z, v rv,A B 'n Tnerrro-Tru FlAer.C':MsMC and SmttsN,-:gar Naminal8&tY358 &quok,lrnp&rf&g1.wf. Iaiaied {:7,91�,„C..,: Nc e& •es Corrvry sate Edge F trtvplass Sragl,a Cstvra cte uvth prongs pep sterw Are,aac+a s Ucens , Ftoanu v I n ��3�a E d� ICU -. _ _- Commercial i!al Concrete Products, Inc High Strength Concrete Lintels _.-.-._-.' F L1774 i'� A 5125/2024 Sdel WN, CI nsw rI9KV1m np XG C7x ar,.lxO .._._ ._.,.._._ luefi rlducrE li-Itha Pr - 9 , Theri.u-Tru Fber-Cress•: and Snswrth-fir Fiam al 6&At3A,9 squoLlnlpact&.lu fazed 12r1 .KJ4 Ph Yet. Yes N.'il Co pole a Edgn Flbwplaas CMut k> cxo : With Ut OlWar A vaerw Amreeed Llaw Amrgrae IQ Use tom, peeear, Pgdu<t Molt Harbor W "Ame PrRou:4 Wscr!R1at eprltracl Estil-itlon Due 4 MVNL outside MN1Z Rt>� P�nr 1 {. finII 12rit1Z112.1 rr, is Y -:: C-313UU ea. ilrvxargl , 1CX.a CY Ong I Dora u1Milr t'`ril r` '- v, µ :D s Tiler Fills-T•u - oe°-slug• - - 7 Srrx;otn-:fie' hompoetlir Edge ,berg) n : N:1_1 Flu Yes Its N" Composite EdgeF brconfig Single Cicwr a 1G r9rJIG7/8'4Gr&=flC'Er1123 16'4A19b Mas'alWtit.14Mir: Ma��i QU,33 aipMlt. Utaan 1 ^fi31'?.^' Nu Ya3 YCti >✓..C9s7353 s a6W9 to i't. Or Inl14W_9 0 t,Inswrtgt0utswng rmnhguneon; x !fix h t1 eDIXJH I@Gr1JJU it 12i 16&a69 Max wldh 11di35 !rffix h. , i4aan tii)1.2023 4 No Ya Yc •34401-,e YJ ^aJ1t 3 "es 1rrca Tru Fiber-1-1asstc and r Srrcatih-g(.-r r.r.n al a&A13g it RqunCln,pa^_t&qunt J:aed 1r?1.' ':, 'k, +'ea N'H 1 %Trrer con poertls Edge Flherpa" 5xVIR D<Nr wain evereda to Ix Orhterm. v+ a seNN» "aldtnra,e (Inatg/ateMr-XfJ r,):WIsXs' The products listed below died not demonstrate proo duct approval at plan re{'view. i understand that at the time of inspection of these products, the following information must be U nr.gl orb flf I- I Tnerrna-Tn Fltxr-C:aas,e antl Sn»e:h Site- reom of 8&1r�'7 &quoClr"tlUq Jot. �9 1_r_t.'C tk Yes Yea ri'..r. cmpowe Edge Fbwgl-s Double .Jrxlrwe, Ur txMp rt d Ilsrs flnavnnp7CiUtsxnng XX cx OYJtCi available to the inspector on the j bsite, 1) copy o the product approval. 2;) con! p ratlaast 1?, In, Themla Tru F r-CLa,sa: and Snnooth-SI., Nor, ­1 %;132 ° &.} oLlrt'Ipat LTu)t :)I-ed N!,±Idea 1.I."1;2i1�:., Pk Yen: Yes tvA _Jae c r s a E c3e Rbt glasr 5 as ., %rlda Deportment of Business & Prolionional Regulation Faae 1 a 1 0 n nsa+r u^ a 7f •cnhguretcr, 14 Tnerma.T u F:C@ GSArc a 2 snix,tn-�M,yr Opn to I postA &qva Fibeiglass.Ut rerw >axTh d I 1 .. _� rA; Yes Fes •''a 'Igm ❑ ,tat EcrHP Ffbt,glasA 5 ,}la in:r „xtn r'4.;�tYrwkHtd ,!amain Ide9lc..i°-sl nnhAralliutaK+irn�s. Huddling Codas and Standard. Ir52t'21 PrOduCtApprOVAlAppliCaltOnD!tail Ij a Theron Tru Poor C.drss_ antl SmOom &w ftnm A 6&Z]0_-8 quot!m{ractdquOt U!asrd syllrled I<fs. 'P �' Pkt Yes `r e[, r...`s. (D FLfaltilT.pt Ope C ..pate Edge FberglaS9 Cl•un� Do Ur vim. nr w ho t bred fhJ did Jpert `tw, !np fait, irnm« t�tt Daut lano lat[t r�/"''/� V i I:nmrng,Cvtswrg KxarDXY,O satfiguratorts:' tE y+Trisrrria..T�Fifaca.C}ws::s' and 3mcarth_9ar r}am 113..f1�AR{ A,Irr4v r.tS�rcf I;.Ypa qua I:'.3�1 /';[r. Phi Yes vas ry/:. TS'OQ Y0t}!QII 'a^^'rr-t++nr FOGF3�AAutmrnM apmq,,d Eli rampowta EdgeFberglwsSrgle Coo,, w"t, Mlokfeel Ore Sr1al [e(sl ins tndlOugSwrng AO 'Ox or'OXC -arfp Rravrn 202a CanesDlisadAACIG din:. Tan Relay ULLI,L Tray 13.h%,, F-E '2M1v102o IZC 11.107V 13,11121024 AWoed Category: Eitmu Docxs (FA 11 434 2812 1WA) &47-058C00 "CaNpery: Edens Dos Ccr,pivlMts tan ranartTsr�+a❑tor co ,7 q Then- 7, Fier Class. and Snoolh mow` N."'A u&rf,.a &qu.Ll mua[t&qv;.t. -,p,que 12r.31Cv,22 F},J Yes Yes WA ConpMs+,e ta,hut: tMaf.aafn NytK c L1&1119 m, `yompatate EdI F b< 3 asi DOUIL Ie Dcot With of _rho t GLaced Maldc-d OFF rl el "es F L11 /5:T Q8 Plmuas inaw >1,-.,-fSYJixl ry Ur rrXxn aTr+hguratzs s;. tyayltr Asw,arlte Amilinendflifilklir J1mgyed for Use ffiI&t�+j Q4,61101i P mud Y,WiI. nangr Manm Prolauld dasr '+g rEy.. ZI r ion l crxrae Emeauan gala In a !1(K , RN"taa t;eisarrY ). ri♦. one AtT'.stpp eM Pores d f,u?. zed. ens Lauvereg ingb antl pees V t y3tf10'<<- Yes - as V.s N/A Doors twuar moral do❑rs. A t A P 1.7. L,f CA i `a T SIGNATURE DA Tim. �0�� �mm_ � \ O `L Florida Department of BLGne$S & Professional Regulation FSy • i, Btlifdirlg Codes and Standards; r 5 ':: P�� w Product Approtal ApplicMion Detail Florida De rtinent of Business 6 IProf ianal Re pd qutation Peg., �; C— v Building Codes and Shalridavds. „vs , ,1 r • r -' r''- , r � ` Product Approval Application Detail tmr. a t nor a Pang ig �4 121 YirB1C'C flaPJIPIGll. i S�d3ff eMY1ew a L,t4'aY4 Yuldb.d !v Yt1 -K Amray ADWO fatsdr Rcs•.w Uo "-d Csde NT:.n -CFP Mierr+n de PL_.C.. V.AI •1;1Y�::: Il/Za::i:G ti/:4N2 rw07 r 1R { U f C,1 Y : F�1 N )- �\ tr V� tlri 149548 _ Rc-++%Kit 3'I:0-TIrruvrins Caagrky: Eitwio. 17- jvC 1 r 48&i C t 10 c alas, t i n -.ilea kliM..i.t �. . �� r , � r >,e - r i�Z J,�, • modfl thtaM rx fir. data eau Prrmrg m. 31M YIE - nNnWacturr sorlla EnWasig A I Iaatt Yetrd"d a, VAIddea sUlturdled FRe Am=111 J aubealege7: $fMane Eifrts ng"a Ac:ae,nihAes Ilrri:rsviwllg'prpirs a*' ` i�t�l�` mor-ad 51ut� ^ LL :onplierw. M~.. Gauietltliar'A. a Lrit ,p ,'(1. � -.w, t(✓ - � lG Rexyon 2tIPJ MI Y"dndpa^e ant Doss &sill Endlaper AiTcdrxru Archtteduuai Ntcvtn 5l LvrkTm PE ,1.n7r:JN 11i1 T12112U a1*,?Tv,y,,rp .Appra'I<d c:negory: wrldva, tit T) 365-3: JU WinYlirutarHS A350C:Mpn 1 `11) 211 B454 FLrM R33Produen, ✓� ('�� \ i�►./t ``' _ EIbCYapory:Cn�e Hung bs.inper�rti'.v.ernr - ^erA1. SHEET NO. Q%AVYAsmxErKi, Aarowd for Use Amruved for Use Ynb4'Ci petition atiLtRc4dUc1 Mormr. xunEr a fhrm RudatFi. g)scrtMid, �grbtpj�frlun Dgra, d, N'M.Z oaY.'!a MVhIi g+ P,+twra \' v ` ' -, � y Carpllrxe Mdlod: V `a non ANrh a Lt9rnp ouanh A&aarrlea a Amrovad ra Use !� .:di[LU;C,Large. Munk lrlra- Vnyl Sk*g LVl DOM UiP14l:C':'o 'i.i Y., Yq NJA S G �1♦``v, 1 PrDWa MbdLL AaJrbM a f{SRM PrM�rC1 DaSenDDD11 VaV+I @72irMtaPi DNi fP ij&Z ObIAM� HVh1Z • tP55H iZ12 FieFIMge F'reme kGJ5G 5npk Hung t(VpBr;n.'i "It Yet No *�tlY3CIH Larmated Gbss � A1.0 I I I'1'lt�llill'131'!ggllfallillT'!f4!fl11m111w1��S�f� Iftll�flll�=-7®!1 I _ i I'- I III II I Florida Depaltmerl of Busilt ,As a Professional Rlegulat,oir Ragii Ftorta Depa Mnart nF B,rs,rAn s & Pr:nFassional Regtddncr. e.,Jr • :a < Honda Deportment of Business & Professidna! kegulaticrt Pane 1 or i Hondo Dopartmerx of Business & Proftlssrena2 Regulation Par, d2 Building Codes and Standards lrlm Building Codes and Standards "Iding Codes and Standards IIV. 021 Building Codes and Standards, IJY2021 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Pioduct Approval Application Detail Fl.Oa61.lrir fl.r259-R22 Cogs EntIN or wk Daft Fandtn pr I� � a eA A + =`� �° "-3 �= •'Mf¢ P-n � �e � + paris �Nt , h OaIF "'.fn'0,14 Px�t T� Vertinrl Manufacturer EnOmeer 8 Llcanae Validated Br m Srgt� Sutml+tttd F8C Aoorural l FBC Approved �'� y�.3,tr) Manldattura 440LaL1 Ii91•lig�.Lit 9� 5�tt9iirvq._QY k#fa9 ¢1e17r111te1J °sC Au(I4'tX Al ,2CCYi^1 '�.'rti:Ei - � YarIICG �'1'1-��u'a' n a, _u;mrsa vaAdara�7 ass F.�:18u c�Am �aZOY!!t �S+YIIB �� y85.GiL. t e . _'_._."�! YridaLaA ar SUM7SiL7 �'�C9L= iw rxavPd `4 x Reveian 3CG TSlame.T ru Co ban r-OF Fu've Jae perann L neon F ScM m,d1 P E Ryan J Km P E Y g TUi41i'2021 k1. Y/?'•' 1 .x s�^-.^1 1 J1:,r"02' app�c, �- rain ., '. -.51'r*" Rc.�ycv: 201) V1 '.1 ndN did D-1 bHrS Sinner -_ .. .rat stv.ar M Limn PE ' Cat 0' t. AenpF OC4YS S[ i G4:'*7t f1 PE 434(A7 e13p 7b' 8555 ( . to m_cl PGT InO �nq darn Ra3v.Y} slot FO, ie O:CO - ._ M1 - .. 4 F .' -'. ;..:.' >. rd -. eve. r 4: h ; .% :, A n•- n :".r ._^t 2 i 3 lnper c < . Se,4ra 4 jr,A . € t1ti3O 0.-70 e 0 0 1 .�- 0 7 0 o pro Dote (7'1]YS85.73a8 Aranuiac;urv:.1;<a,+efA9 r iT)a=r.845a subcategory:&Mr,9ingExterior r.A>t(Asawrial4a3 5}G.9F'arMi1�61tem1ataJG4 calegory:a'Anda.•5 t`XI;fAG-C'1:7L; °.n::115_'�i. eXegpyyi.+}n:xw5 ,r.T u'aJY, IA-fYnwenAssavb9n �'iT1I'-843a SubCategliewryerf.winOT# albea[4gery; Fxrd trtRirtger�ml+d ca'n Cprnptianee MafhGd: Eraivation Report from a m subiLd y: Enos liking IrvAwt4a; ttiFlndupnev,c II,Ibcaa4gory; kuml rxal :2Iler rounn* rs rn,wn..nrci C--Buse Mrhr>d CM6rMeticm WN a Llretng Ford. Regiatered Architect or a Licensed Flo, da Comph:Rtoa aFMhod QMrWacaEm Mns a Luting 41) Cerrglgnra Mehod Ca,05_0%, Pi or u uP5 FrtS­srtr•) Ertgln,rar F tpla�dt2a Roduclf tL#1535taII Poduas PLRI9saaftl4 its rLlyddi6t-R7 Products _ 1 AULra line AC•.A51* rot Vsr Irk f �Mality Ass,. A Bfo .ttyt4.��t3a ImgHil � nod : ag.ra,r. ,sir r. i... f .:r u� evil aLkla i�i ' 1 for li_s. A` ggfgylid r „��a1°,{g,}i r for Jff. I u l .r,:nriutWEl # §.ffi_ pr%Icl Yodel MAn er or Nuns °1 t2. Rrrd&t t'd4xnatl. 1. radriFdCt E_3p_'t�rc'_; QTe p1, _Ilia- HVHZ. roe; V'.rtt R4dst:arA PE 4ur,;ROduetM _ a, ar ins oaacw n a.Mtratt W E:sneaMat Uda dim I,t iV.br_Idar !n Nlf'NZ Wtsloe NYd2 J3aygya� Pnuil� Seas R_ �utl.Aly':in.r+Art'.]. Sp. fr.;.11ttltr _4d1lCl Peadipaan CaNrx1 Earotaaon De1r I X �Yd+Z 4ytst2t H+AIt fles�tre4 er_ts3iFte Sea# AftadUCt Mpd01 Num her or N.M. P/pd4Kl DBacrlDtlOn (_ •:'I __._ ___ In r, Vk2 Cx PhideH VMZ Hesls'lani Pfs^ssurc ? SRSSJO IIarye lhse<Mractt Vk,yi .^aVfa Mung ehanta„ 0',=�:/o r• < HS tAa Fix=Mrd mar,,. Frr,h. "b �n.>rlktl.__..nx n'df p:^U',.i Nit Ye- rail +S'J-SS f #85 F'U,r T1s 721r sJeietl C,,b'.ar,m: 044312023 rsn Ye, tM •fd-@a I a Therm-Tru F leer-C!assr and Sraorh Czar Nominal ist 39.8 &'qto Non-Irpactttquut Opaque Comcoarte Edge Fberaiaera Single CAaat pnvinwoOuta'rnri XC1lraiguratlOn) 2 b T'harrna-Tru abet Claasrc and Snood, Star ridmirs1l 88#39',d aAu:+t. h7on Irrpau&gi,ot, Cpaglr 12t311202: No Composite Edge Fiberglass Single Door with 5rwigs) (I new iorCx�nq. XO, OX or OW mnfgvratmns) 3 C Tnarinni V Fbl -CranrC and Smooth -fir Nomlm168.39:8 &414Y NomintpaP.&quSt, Opaque 12131)2071 tad •cs ... .. • F IWiglacs Composite Edge Dadra® 0001 VAl1A or without sdilloes ll rxawinpr"Outat ing. XX':'x OX)(O rxlnrigutisnOnx) d d The.mw TruFiber-Ciassc antl Snxsoth-Star Nominal 7&#3g,0 &1W..Nnn-In' 6quct. Ooagx 12.S112M2 Composite Edge Fire-rgiass Single Door pns,rangrOutnw+tng, X connquratnn) 5 eTnerrr'IaTfu Flb@r-ClasslG Arlo 5nl0oul-Star Nominal7992RGO isount Nan-Irr'pstKount, Opaque 12f7Jr2022 Composite Edge Ftn"ross EinWe Don; with M,delie(v tlnaeAr WourlSwrig XO, OX a GXC -herrraa7ru configurational r2o FloridaDo tr oM of B r; rpess & Prord�siaral R uatron Pa A9 r,,. Florida Department C! Business & ProfeTonal Regulation gU PTAr r, pa R UiaClOft Flonds De Amara of Business & Pr ifesslonai t o 1 y. c 1FIIIC-Cissse and smnoln�lar tlomnai 8&#39,0 aiQiAOt,NOn-Im-••raaYSgtat Opaque Curnplisite Edge Fiberglaes Singia:ioor 1_f31 .0:2 _, ,r, )3udaing Cdcies and Stan: ar. w 4_r._. Binding Codes a:in Standards Ixror, guIcing Codes and Standards IfiliI OrasrrtngiOuWwrlg.. X Irsrnlgunii 7 g. Tharcraa-'Tru F ow-Classr and SmovVi-Shar f•komni a&#39:e dat{uotrJQn-I not Cn1Auo 1V31Q= tdo Yes rlo i•,rp, PFodtict Approval Application DetailProduct Approval Application Detail Product AQprOV01 AppllcaUrJrt Detail Compowty Edge Riporglik" Single Door vsth sodelda(s) IlnswAlsi'oA:isvang, X0 o),x 0i cddkgura,I c h Therms-Tru Fiber -Class and `rtY N�t-JUr d4u nap gltdtgu ('aquai,NOn-i rTl kg, Y Opaque 1.2PLIrlum rap r .Dori Edge + lass u Cidd0,D or � =a E+Itiev W cx.. aA rind C�s 2�t " 1 a. � �1' Yam. S.'>ds i&S8 Gate Pend- dbea 1:gli F.LriIY.oZr Jrs .,dJLt . Wn'v xu :� Sdirr alal'waa Egdelites I'I nsrAnglOutsvNwng', ?.tt Or O:cxrr Wntidurahons) Tvor Ymwor Man,rtacrur, E+taLlcrirr ed &. 48$IT:Jr, gftt fir! Awurrva€ a, Ar+u�c*r 1 a lea ale T _y>wl y.ZL1s5'Z M]rwfuMunn. • E,�airJarxd lHvn3e VaedalM.[is' C;.N aI;'[ y_, 'mod sureenceA FBI Ammwl ,9g,,g 31:1"ikx IIJIS Y,sion MNuracturer Corya tc EtmAteerbucamae VaitdlRed Ba Val 11mll°�:.nmlrlr,�+ EBC Anemvai Adiggygg §111W ':a l Thafnla-TrU Fiber{:iReac and Srrkr2ft>=FA'aI r Nkrmnal fie#°.!.° &qugtNOn-In1pa2ALgurX lautzed �> l�/,,1f21Q2 Pb -.. <,, . r 1 Aflentelenn ,- _ . G. InO.C,ss R .-nx. •- _. 2rns RaW'wsk YtaM-alb 8C..9 lE -Aa Gads Ak-_.) rA.l _,,- :•,•.4�r n,. e___.... .._ _ .-:..•...: .. y.....-d �- -;` rtr...gKr ..,1.., x[IN; >. <.,. - J }, s . _ P+w. -s, 'ify r. :..: ,Te, n l}.:nP 6 5 nyer Ld s l K az 'F 5 _ w M e _.._,. ,, .42G'7g2rI Ir,. ': '1, 16.M1A'cR.. 1271Y202G Arc+e.ed rcenil'v :m't PG-I,de,iA'te4 "�'M _7 IMS R[rsawsal N' _ C R -VA,L 'li:rnrl,e .m.IX.oe RCr U E Naarv'wl}aoe BCCD 15 .-_ 1 1, •,"'-..: I -- ..,I: 11i11r2'7.a,1 An[Yr:,Artd Corngoute Edge Frbarglarl Single Clout rl4egory' YlAnrinv. (941�48E(T10n (:,;t• I15151K ca,gay.IiI : i:t 7; 363 'W, FE-F�s'a 1,-,_1'-e45L CMrrgaly WPTAA•t kwlAa6-(ifoo iit")315-25a0 gnFAAngK)Ue;wrlg, X tunligurahon3 Kd cc4t.gery' ease irMo.&) Qoq AJuwVG c suecw gory- wit-, bstf gerCm 1 sewn 3rAbGal,Wry Mtrions Ir[6awafa IrldilTe6C tQpa 10 1 Tnerma-Tic rbgr-C`avuc and :Simpoto-Star rdprrinal 9a.#z,rg,a X•St,sni,hlcrn-I nr, -tagiJ:'1r, Glazed, 121310022 W r, -` I lr, T, ru gkvr' &*Wdu Ctada^_aaan Mark w iistng In CarylAnu Rlalbod: Nal;allpe Repan tom a =omplrarra Mlhotl' CwWTPr im Mark w i-Winp C"Tri rdi Edge Ftbarglasa Singllp Lioiur with Fl,-41 Rrgatersd 1411,411 ore li.an Y.d Fi,s'>7n Sdefdr(sl frawngnluts-i A(}Qx or i P4rZ.li AMILtdurts r>rni .d Engmrsr iL#2ef-R13 Rodu^ta :. WnngardllOr,xl Quanta Aseajr tc Ad"Ar." 1a L A rU,p.t IY Ih. Mr.. ir..(.: E_ v. $,ILaIW A suranrr A-,,,d+a Um h-,, ad i, on, IM-1 +(�ij� tt k Therma Tru Fiber-C-taiac and Smooth -Star i•kmrarl t}8#35.88gwtNon-In>atas.Sgwl Glazed 12t31 r`O2: t,b Ye. ., $!S$ Palun Modal, al'i x flanr Redet fkrxcritt!ga Cenrirl EAniral Pn Ge i. 11 *k HV'-Z Pry,. ,I,4, P , " f-"' t .R5 P•pe�(tx 3eu u Product Model. lentos or IM #redo Oea4'rindon C�itram tiler Alin Ca:a ENV Z "Ade -VnL (4 i Ple_i%-rq Ctx'rlpoei a Edge Fiberglass Double Door' with or Vttrkd3l 51daI1te8 FI nBr/Yrtg7Out9wwng X#. dot U%A'.r] ' Mis>'k ImPWI '.Aq Ili Vdnd:e'• nar"x .n?; . -- , i .. uua',v;pssairence ruyAd VI Una A-ov�_:s U, li US212: � aMaan la NI Cr ks and TIM,J -; Ayuminum M4aGr& 9525RO.e n r c WA .. _ Winn Urat Ofi S' .:: Rmexel MwfN. MAr:.oM or Nana `.+1 $,:.si f paznbtian Cnnlr.w.r E'tdrl[Mn, U:ete .'m'tlrxal Numv,ur: Murm zl ^Trt(17.1 1)t:�" P_IvrSa MVM2 Pr+swu l Tharrrw-Tru rlber•Clasttd and Glazed 12131/XyI2 No r.. .r. I DOmpg sw Edge Fiterglase Single Door Orlaw n%R,)w swrlg: 4 configura i I4 inTlierma-Tru F.IT -Classic and Smmlh-$tar Nbm-l7$.a39.CSrq-pNon-Impeck&gl.ot Grai 12J31 rl= N. Yx No N,.A C':omposita Edge Ftinergliess Single Dmr with €Ade61e{,e) Ons'wMrrgr..vlswng. Xor OX rr OXCT Wnngutatl4tne,1 14 n ThemAi FMer-Classd and SMncilili NomeMl 8&239:0&quotNnMl rtpemSq% Glared 12r3IM22 No Yes Na Nrr, Composite Edge Fiberglass single poor Qnswang70u6wrig x configuration) 15 rot Thermili Fib9A•%lassa- and -S-ai Soar Wirrinal 5&aY3g:G &quatrJcrl-I rnr ratBclLKtq Gazed 12431 i'1W2 Pb oar, r'b Nj A i CompdalM Edge Fiberglas Smgle boar watr Sldda(s) ilnswnrgAOunii X0 OX a OXO Flares DepanmoM of Busiless & '• r-slena+ Reguation r.,,:. ;r Fbnd~A LL,1.., iI I •rid :t Business 8 Proiessb^al Reg�Iaiicin rage 7 n 2 Flonoa Department of Eluslikii & Professional Regulation 16 p Tnerrrla.Tru Fihas-C{asstc and SrT'swatn•Slar wnnguaa8ons) Akimttal 6a,#]g.O BquVt.NUr�lmga_38gwr Glaltrd 121:9tr20.. NO vas No Nr< BiAlding Code is OV Sea �7rr}F -. __- - Codes and Saarnarns 7 - r:v+:t^, 6Ui'rdir'1g CG:De4 8fid eufanUaftl3 Composite Edge, Fitwrglass Double DOOr Moth or alitlxxlt adnlises tln�xlrgi0utsnPtg )(Xor OXXO Product Approval Application Dotall I',l''..'.- n,,pproval Applicarlon Detail Product Approval Application Detail 17 q Themial u Fiber -Class¢ and Srrloolh-Star Norrilml Opaque 12131I= w Yea Composite Edge Fiberglass Slagle Door with FLJn31a2•Ra FLiI IM-A, FLNICIR41124 Tranaorn(I-wngirloming, CYX corlflgu,arri 16 r Therms Tru FiberGlaese and Smrath•Sto Nominal M039;88quot,rlort-Irrwpa &dart Opaque. 12131 r'(l22 Not Yes rb NIA CuOa 1;-1tY of c,t; x d rot rlha•"ffi 4xs 4 VC152 Data Penano 1 Clr iI)Yr t s w + r J CarrlposAte Edge Fiberglass Singla Obor 1,dh True Vapors. 96aa E. F r xer a ::n�sxcy;A,wr:-a Is, a 3,: Anc'es•m y. uLLaJd 'irdrr 1,,S1d ,yncr:Arad �dtlu: _ _r}w, Vo x n�. Nanulx nr� - J' _-+.a ti�s'3StY aril d sl FCIZO=ni'. A,jty� a^yjJ}y� �ip3 �M? �iRWKluif SQtnl FLEE a L"canse Yiiiaed d Yit�.ffi " _ �l IXowA si3tSR Sdir s. and Tranan. Yr+enw liluiaer 0fXC) t) ( rig not :xrt4s Hardie au1l,ang farodacu.Ins, Cited Dla(s i,are`rTun cr':L .- .1 Tra.I'^_.,:: =_Tatar, n:',-. ,. ng.'..'t Lai; re,'_',.,., Hra,esm ,: - Alll1 .-. ,� Nv,:• is r NIEY rhan 1. ... ,::r:: ^: .i P'ion l- a _ G7n-`J27;: 6:1.n:5i_J.1 `".,.r'.,_rwal d4.1"•'_721 :pPr-j Pcaslm :e2rJ r+Ar Hicnael Spain RECerl nermmen Jonnwu Nnez'aw'ch: tnE 09R6PV20 0921R2i720 r<-T, i_:,'15R020 Arx4,ae0 19 s Thermp-Tru Fber Llassc and Srrtwth-Star der, o16"30, c&gmtrandnp Nominal 68JY39,82?rgucit Nan-Irrpaq&quot, Opaque 1213tl2022 No Ves r.b NIA -Resraw, .n7?' Catapay: pans Walls a - r4041515-A 59 =�.gtgb; cal.g,y =3nxl walro t33N Fr_n-.tea PL�34os -- _-'"� Ge,g,y. Rcotnp IaOrJ)7eU7'R1 PErJ9168 V954; 7 .GL'4 ... .-: CompoHb Edge Fiberglass $0916 Door wth S013U. IrY Sdnq :hed dwrr$W_SJamMrrF subcalegcry: 54l Pit m +@elada rem S,bGAeWri Azptxk 911 m'AralQya/.uom. S. I I- at 0ns'wmM7usawng XO, ox a OXQ C•Hrpitr,t. Mettle* Fr klahL Report rode h G Cart, turpe4K0 MARwrw; Ev04,,I n Reppd from, a CiArVulin4e14ethod', Evew I- Repon aOm e Cormnueus Mead and 9111 cortftgurillni `I-Ja Rnpwered NuniMai cr a L;CtnW Flarela Fiariia Regist,,-wi Arwhini a a Lj r d Flprrt]a Floods RegPle,Yd.vehWl or t U.-I Fionda 20 t Thanlna-Tint Fiber -Classic and 8kriontMS6x Nominal 89939:06[iuot NOM4ft mct&;uat Opaque 12131F2322 Not e., Fb ruA Virxa-PwI,1l6 Enpane4r r+.Yesxlcani Engnc,,l P':A-Aar al Eng- Compuei'b Edge Fibarglaee sylgk D" wadi Sidefaiii OmlvAngtOub'MrIg. XO. OX :70X0 FLott 31Ms-36 tro0-1, FUrn 32, Is F:M 0124-R28 RuaAxlx Continuous Wiese and Sig orairrywat_wns) su rarK.i AOor ,.ed M Ucr Ada t,k lime _ otxilV ASw4nrr .:.Lamed la 41s- Aoc:cred iota Use ii`Slra -.. _ _ _ -, _ _ _ -'! -L u Themma-Tru Fiber,-Ctii"c and Srtooth. Star Nornim16ER39:8 agtck Non-Ingget8quot: Glued 1?f311� No fr.- `W ,y ri. vMt,R Pi.44:YCt '-'�:Na..r1p111p l Itt9 - �L'2 al. ��ti a61_Fe3Lr:F:.Qt1�i..pA1 Ir.. ! i' fr S t 9' h l� tftj.a' fit .IdIM tic >4. Srr�a_ RUArcI Mt.daL. IM n6or n, W.mo AMLJCI Qrtu Re r», C'+rinr:rtl eyYrsltw [}te 4, NVRZ oui NVtiz Rssleta,t PrAtny # Ror> Y Model Nurbm w Flene o -�.. .., x.Il FIstM.ci Dsa4nocim _ t .r _ ; i .. _ :.. .'�:,,;? COmptnl(e Edge Fit,gagraaa Seagk Dow wAQ19 SidekMI (Inswi,wo tspol rllg XO. OX or OXC' ' _e, ti awl LeF �dvrg - imr.-rrwili Iep swing 42r1i!2'JI M M p_-: Y WA N,A 1 . lr:qu,Y.773�." i 3:^�4* Ven, or 5dld 1,,c ti of 12137r2U23 rAc Yore No WA , r„AF ASPW REni 91rngies Flturryass rerntrced &aAb Nmngrtl. 5•ffib..and 1 Br. _- N/t A Continuous Mead and Sit collftgratori Ilarvl3Psnna Lao ^+Con, iMr-"_cni In Cadmg t��?ir"_h?x rem 'Ic^. rliA rL A. t6q,rx Nl+mmt41<3geua. £>Ri1 'Vent- Sand L'Ia-rl'_ore I1p3t1z:23 N. Yex tb MIA, ntonvJ�jr. azpnelr YnT,pkh ." <. v Th[irria-TN Fit-Gla161d and Smooln-Sla, NOmirar 8&#39.0&quot Nonirtpa0[&iiii Glazed 1'L3112TZ2 fY .� .. ''k •. - _ sgra.ti4tdtrmr Vinlege eted!43T.1Y Arrt Vwor&di•d VIi'iMe QM,2023 lye Yas Not NIA C-0mp0.4te, Edge Fiberglass arI Door with 9oeltt{s) XO. OX 01 4 S -, Lg,d DS&ws meth 'lixik, VW Or Sd,d tray. S.Ma 121311WI V4nler ,:J3t;p;1 Na rlo Yee its M WA FUA l pins nrg'Oi%ni'try a , Onalnuous Head end So co"ritib:"AIEj 6 e agAn cuil,l d: Sven i kq,v :,,pA,, spaniqutr S,.w S6,d1 y1 ,era ,lint gar F•d d Intl :?+4# i? ini Win Yin!. to tb N/A ., 72 f'/s 1 G 2.,4, ?' wTt'eoria-Tru FYherGlasak and Srnoatin-Star Naminal E8M3g;A ,+gtiu Non•9rr'pasx&quot, Opaque 12131l20^J No Yal; ht, ri;A 0ampoade Edge Fiberuleas Duc+ ganeb wdh Yowled J I R T U A L R t. 1 +/, F Sideltai i1n4+AngyOulawing, XX VQ(a XXV( . 1 tit A, 1 '1 i ! 'f!� li i 2e a The-mli Fibe,_0assic and SnA'Yrn-Star, aorllgurakona) Nom nil %p:ig; [1 &grax r'!on-Irrpssctaquoi: O{iagl,a 17_i3Tte'1d2.' No Yes Nr I'eA Comroste Edge Fibergai Daum nAnee, will vented Sclehirii flneaArp!nu%wrV )LV )OfX a X)OCX Fria rr. ... � •k '. . 2` y Tnerrra.TN FaeyLlOUIseM SltgotrF�af mnhg,Arahone)- NOrmMl6&a3b,8 $goof Non-!mptd&guoT, Glared 12131/2022 No Yes '•lit NJA fict,r.• e rr , A :,, rl r.r; 'tv ith Me _ 1-1 Gompdste Edge FioetgMast Door �anefs vAnt venfad dalae(aJ [I nawingkv,.:uteweg . x X20: XX XXX 0t Florida Department in ent of Business E ?•ofess,cnai Regulation I- : Howl to Department of BUsRless & O otesstor '.ona Regula Pax 1 tr, T. Florida Jape rtmerr of Business & Professional R udtt -' i 1 r j oortflgurati inns;) BurttAn G(2des sine i5la rxd'ards 9 -'-__. BWding Codes ario Standards 1&202t Building 1fl Cedes and Standards dltlor"r ay Denra I� hrd•'r `e'6 z PharlrwYrvFb,gr{;la`srcand5mbotf.Star Namrq!BGN:,T?.u%3Aquc N.n4 pact&giGlaaud 12131A2022 NO Ya ^h iI'!4 Compoli Ecga FIIpergla" Door -a -is *an Vanlad Soc?te!s) V--gtoutswing.. x. Xala. a xy,Xx Product Approval Application Detail Product Approval Applicaliort Detail Product Approval Application Detail opirfturelions) 27 za, Thermic Tru Fiber -Classic arid Smooth-Sbr Norrital 6M.19 BT+qualp Non 6'rroadi&ouoc Glazed Tu3Tf2+Y NO Te. r'b Io'A C:Ompnl.Site Edge Fiberglass :iagk Door Ynth 38tKir:..LI �$ f1.A'.43ta Mt fS1J21.'lea1t1 Si3elrets) rinswangrOutsswng. XC-tad a OXC C.Be�! Er:Utr a 291 BLit DAV Pli "1 ,MH 111.''1" paAt fla OKILPdtaltm halt SCR 621111 291 Cart Ptmgl c or- 26 zb. Trurms-TnA FeiArQ#SW a M Smooth-Staf ooluagurahJ ,s; Nominal Isqui Non-iTVY,V&quot Glazcsl 1Z13112022 No Yes Not--. T,11 rY°, Yrinsair Contract Endran A 61gjwse VaadeedW 'fir SulAnnginji f2Qtil rvsal Ayyatnd Cr.uu-: i;r3 yttSird; all-Iii Sr9ntMd EnrirruALicuna YakAlgli-th VjAkraled putmd FaCAnorova, A,,,-d Eli, td--i VWat ManMawu cent Frsynsas a, ticAruA Valdaraa 91 VatltlatW gh,�i,atW a6C ,a�aaoyy deem ,nd aIi ComlKasile Edge ritxrg Wee DaA61a Dwr viM 2ruraon N:J tAIAK'✓ duidinq rrsl},a.V9 LLC Kan E•fa: Rubvt p:ianrrrr• � Ji' , czs-w-h E :`s4<'^- _.-_ ,]-,^ ,_,.d S_ i•' :"^� O..0 td•- -. _ .. ... - t ["._ .. .. .. , .y: n•^z e.. _.. - - -• .. :^. 'y t Tn Y.o 'n. 6Th Y4*.sbr.N'hrIAAUf L oat+ -'b b Ton nw r r i"45 .ePM "']P -- y.7` a :adt3n? } _ 1`..-r:,.]_". +4^ r+ _ L. e_J:C G9 '1.'9:'] 1711' �'1011 :,prows,] ReNf,te+ 2020 Fisnde Melts F-yeses Inc Clerk ,YYles JsmC: Fucker F'EC Sta,MM UMn F£ 05,27/229 a5/2Y19:: +0.04+7':'_'0 •yin 6:7p aFy;artd 3&#,V4J:nitlerld9A(InWflgiCiiii OAO Category: R,weq 1417)624,6644 PIE-54, 166-y_4,7i24I.::24 NI-1_o:vey i'J11I ,21y120,34ra8 PE, 7402, category; Missing Mil) 7838400 =Cuc. €ngrnee-2 111113118IS4 ewnrrvuratlion} er.Arcat.Wn: urdenaynmrkx ran_ad4n(y+.i sr sin: cr.+„ : R:camll:2 Cji lavylg rtainulauoar:9 ilea: rrKr eiars�rlm-.o tan PE.lt74: 41 &11 Thomna-T,u F,b r-Ckrea'ec and Srnoeth-l"r Nonnnul %N39.0 &Quof Non.:rrgr�,.t&quot. Glazed IZ3112g2^, No "c= N. put+ Carpltariee Mello* EYakistlm Report YawP4 Ug 1, :es,alr; m,4 ma inn SJt Category: 9 Intnl]N pan aTWe Raaang 9yrern Bmpll Compowlik Edge FiLerglasa 4gte Dear Ah S&MC' F)c1M Re99-d Ard,Ilad a a Ucens,d Floral. h. R Integral Pare R•ping SYdcM N.O d. Eralunt m Rai i franca ^Imes $ideitC•{ej (Insvaraslut5wrq XiJ, F1X a OXO T"rains=_venal En gr+en C,rplWre McC.M E.9a,aGK; peppy'. 4',r. a tuir. Ragiata+.4rdrdaci a a Liven sad Fladda 7U zd. lFlarma-IreFrbar-[]as5+c and5meottn-S"Far +JOsirs, rahona7 Nk_`rrsnag P,3 #.Sl-p €'i igtNor,-Impx: ucl(;Uzed iZM1 =,, riot rein rk, NA Flo-FI]a Regw+e•=d,ve,rtan coot -_,,:encores a, a, Pode.sim ore F-,gpneH -rdessbrwl Enynsar Ctrinposrte Edge E,le"lass CMutlb Char +rnih PLA1232e•Ra Pr od',tpi T�J.- ,1.i - 3&"90 Scieldes iins A(ingJiQulawwri OXV-) O,rirtyA cot, ancA ALxauwdlu0 r se iiwjllAtd rot flee er,aaa" CIA r,t'ya16-Ft3 i'iotuaa mnkgumbonj 'res rrr4 §�,t fraourt Medal. Mmp� w hma Product Llramiotion C �P#Mian Date n HVNX F..h iy4z RasiatArq 2,;_ uRar Ab',Yt'nne Ru�JovM fa Use A1xA nv4d'Lt tltp kjj1 F .. ze Tharrna-Tru Fder .Oaii and Smoot, Slat Norma &C19,O a .0t.NOn-1-mr ilcot Shot vea Series:ompovRe Page ilwwJ Fiberglass Sitgla '7/3t':7:: r..c; rip T.AWO P.eca U1&,byr1enlS(HVI(Z) Rag un.xnaymenis for ge. n Per srv-,2 :'29r_:2' Yes 'I !;:A N,e il� 1_W d Maalt. tern,,, Nam. Olyd Fir Assu'a-a:a Product Dsw,M,, Contract ON, AgawuMd hw Use n 1V`-L AI1Cr ornl'a Use 3.1aae l'Mt WWI p.Mintand DHIW IM-su, 1.91 Rmrt Muff rk.rtCu T Hain I- FLAW-0 &q,,,:F✓1)Rldge'. ero&Ouei RPdurJ Oasx;r sa'Jtw' c ael E i rt nie 0, iiv�lZ . r Aluminum Re V.rur hrp,lthedroab fabricated /27- ,,,_.. n 0i,h1ds annr2 r_ . Clot, oath m wdhi IS" 2 G.ieaeis) iunsdic'ven! -. TAA1C'2 Vx `:c Ctt R dge YSnt wXr' ddde 4Y Ti4 sr ,. .� i cit. Stag- VErYe4aWta r,pt Caf9e r DV, C.'b :;.. - �:. sea uA r1rA from 0 02`.' Aluminum (Innrw+ng/L e169arrYg: r[, OX,. XO orV'X+D C"n urahansi ilg S1°t`^ TWATO RW Unai 11,; N01FI.HVH7) R.,A1 ndena recut. for arc <� F 1 ,P iVliZ CC,. n; 7 Y !l;, r4, nt!A N:;, _ TPJAi'J Goossnc<v,'.�an . g W "'3 a.. J.m^I,w_V2o rI_ ^u'A IlaisdPcindii _ TA_MC:O Vr-RxV&Roof vrmr+;n;&a 7e «617I,i a1'itlp i<p(Y44pata t`tdl9YNbgratrd e4pYh 'J'JFRY�,>"-1,. /ps 'I'!': I)JA rirA 4 TAW-)Pwntl T,x, 01144tp4 Ye+?'. Rance rw ut :111 oa-S1,IX, ,Or Ye tri"1,41ne .191,1912p26 r, r_--- N/A NM Florida Department of Business and Professional Regulation Building Codes and Standards Product Approval Application Detail 3;15+2022 F L#5259 R31 Code Entay o puft PaLadu 2M St3tufr Type Version Rllanuhcturer Con ct Engineer & Validated B . Vajdated Submitted Pending. ARRdSiyied Appr(.veai Pte. sun 2020 PGLYGLASS VSA fYlaury,AlpeiL License John'Jv 1 -76,I L) 10'2212020 FBA 12J150C20 category: Roofing Robert NiemineN Knezii PF Approval Subcategory: PE-59186 (954) 772-6224 11101/2020 Underlayments Compliance Method: Evaluation Report from a Florida Registered Architect L'r a Licensed Florida Profetworiat Engineer F_ Lit62WR31 Products 2 iM AsrtlrwncA 6rzmvacl for Une Arr2rT2vrx€1nJ use IMaW Delman 3044 froodua Nodal Nurnlow or Name Prariidt fleecri. iuu, Cryonti �t P,xJ.�r V�e orlon Ill HV'kZ Outside H1tFQ $may Pj'essurtq 1 Polyglas.11WUnderFa"ents Roolnoundenayrrerrs 13r21f2022 No Yes 14A +WA,'-6225 I faoitroass Roof. uncenaymerts ?HVK-0 Palygiass roe% unaenaymert5 for use it, FBC I7A23r2(T23 Yes NO WA WA HvFZ jtdadiclJ"6 2 Polygdass Roo,'Undeaaymeret (marl-HV1-1=) PW9121S rrmf urdMayments, for use n 13'23/<'02'S He 'Yes WA +N•ALSZ.'..:5 FRC nun-l4VHZ Ivdsdietiona I Polyglass Rociturciedayments ;HWHZi P*j ass roof unoenayments for use In FBC 12r23F2Q23 Yes Nc WA WA HVII-47 j:nndbtiiaec e Polyyass Roolundedayments (non-HVMZi Polyglots root urge ityrTi for use On 1=301023 No Yes WA +W,1V,=.5 FSC nori4'VHZ i'urisMotoft T Pclygra9s RuofUndeflaymewrts (HVHZp Polyglass roof underlaymertsip use in FBC121231.1023 Yes No WA QUA H'JHZ j,nedli 2 laolygia"RoofUnderfayrriti,n'v-HVHLPolyglassroiinderlaVin"s,for use n 127211 No Ytrs WA +NIAJ-6226 FBC non•IHVHZ Jurisddnw,s i Palydass Rif Undertaymerlts (YiVHTt Potygpass roof drdenaymeMs for use In FBC13"1312tti^3 Yes NO WA W HVH2 jinsdic0ots 2 PolyglassRoafUndedaynlentsimrl-HVHZ)Pohglassrodrunderlayments,forusein 12`23i2023 No Yes WA +WA;422.5 FBC nc"'vHZ funsdicimns. Florida Department of Business & Professional Reguia5or Fw : PIT. - Building Codes and Standards h="" Product Approval Applicatitm Detail FL#2197-Ra S=h dfZ3tt,5.. ill drat CA, Remain R& :, laerltempur, conlall Eni,-ALcrnayar"ed of VaUdialad JaSiI roc A;a3m,rn A,,,-d > •.e n,.,r .TMi _0 I>• Ir,: -n Va4rUee ]CC L•e"ai. LL C E al,.ii+•_a, servs:e. La!egay. snvau-a<CarGmerts la"2)b&E-eL:iS L3 S,ibCA. Wnr. trust R&M e.•raov+gnil uir, r X5, s9'_•91sx, C+w t),larx. Metrad: Euthawlon Report Rom a Finn- E W nnn € tty f I.filt a7.Ra H,>AnRb AmrdrW rot Usr AgmrouM for Ua4 Ithlaacl OrAw - 08 Rod cis MoaeL-tA �e Mdms. Ps Kd_Dssgir G.Lwur �F odLeA aFe Harr lnhvhz dit-mImZ frilsat P-rewire Mils"s is pa mph &TnriI e'rruucmnrrim iri T2l41 rLT£: Yes lee N!A riJA. r ili 19 ge Sup. Filar SBSr.:IjA lrq,S c,-rircLlyr pele I r>t12022 Y^S Yr.. Wilk PUA, 3 W 16 tt ga tress ow tdor pate 1213114b22 Y1# firs N!A NIA 4 Nil ,is 16 got rgA StredgN' buss mnnutcr Ptak 12134MI2 rota res reap NA E. MT.10w x g4 high sdrngrh n%s crinecta slew 1213112Y,r2Z Y4a Yee NIA KIA 6 TL18. Will i6 got 1--criTeder Pitted IM1,12022 Veil Yes NIA NA TL''b MT20 20 rya. ws: cam's, pates 12/3112022 Y. gas NeA NA �J,raQZr::t� �P9r rr oa VMdn � catg,y. Rodng S,ACe4pOry' Rr Al Ao %MasaxM PAnr 1n4I rot art Iat, t" Pan Of the Reefing %vw c."'lane,w m.a. 17 r Tat_ Rai 4exn. Fl,itiC* Ft" 4ered Ar,Ykttt't zr a Lkrrised n,YWa P,rAreti, is Enense, FLet7NLa Rad.es Product areamltame, ar Mane 1 D.rkAi'• DAJ r TEri Dili CA" Florida Department of Business & Professiona' Regulation Building Codes and Standards Product Approval t.pplication Dili Dicky r Contact Lnolner a LmrM, y r -ees ( )1198"r-s1-_ E :':42 klMlry@Vg�,rlt4 :cal PtrS1eM lhtaerldMon ror PF4, Fawrwyl._ R sx F YxldMe,l ar 1, 4 A ?It_n. Pit LN Pgp_efag 241 b y-'ore pi rt l flit. AtoNra Aacroveill 2" i Quality Arista ow :f!:L.l}w.rws ua U' Ar 9mird rot Uet non; resin grit'" Euriralm Oaa oirs: got Wulz Yes Mzrc Rrss;tu Florida Departmeni of Business& Professicnall Regulation Budoirg Codes and Standards Product Approval Application Detail F:MTKSA3 9--* Eirt ty or Les Verson Manufacturer, en c1t Enp sneer& ucan.. _J.ir_el Ll: 4I14 ncan Mdta Barb _ ;rank L 5rn :a ria r"ir r CateQery- 4, VerS (561) 712-96e, PE.004I554f subeapgory. Storm Fenefs mekebf9rai43me Ca .hufM Co mplbnee Method: Ev Iuali Repcvt kwn a rscom r' For lie Regiatered Architect o, a Lw-ansed FkA dot Pnotasrinrat Engrr>aar F Wt Ug9•R3 DAIL to Daw Data Oa;e Ii Rape Vakdathd Suhri4wed F'PG Approval Approved SUM.s 1'r'1811d f ;:7,^ °, r,..,9r) 9 I. C _ .w 1.1l !1:2ull U ?x'pr­G Qu I, A - s:u a 62912 21I oar USp A Toff., to, se 't1 'i D- ' a As rant oc 13C w_ � m ' '>= Sag_. Product Mp¢alNumtpywr.w Name Produ. Description Contrea Expiration Data In v1i Cuba"nVTIZ Row stir .: r-tI. 1 24 ge r: al niTrNi StaP1 SttYnl Paners 74ga C>a!VanlZen -,feel Shorn' Pan -is 92.'3t 202' 'rots YW, Y,+B TL;. RASI t Star yeam iQsilitfKlu'A R - t CwtNl �ti Ie_ c e so.lu:.' tar errs ae4taY csrl ta&-Cat.Wry. Fngirened I PIA.r Coirmi'arx. atehm. E,*.Ot a^ R.Can I- e Proori ki lWrliW1 Edify f LN65174" P l0&!j §i4C Pod el WOOL Mode, Or Norma 1 091441Mn L,At. Perelwlm P(;I. T,nrb,UnPre LSL 4 '1 fi 5o*tcr 'ratyerrsaeusn R m sand Flo da Dopalurent of Business & Professional Regulation Bu ldrig Ccciev arld StarcfaN>s Product Approval Application DetaIt tna r ry may+• -lit earn ParPpl3 ggg rased t3?AtesfAL=_4 Ass Varetitrdltlf Vol-kvt'7 BIAA,ltG`t _ABCAunrrru A1,11, t'td $ta'Lt't Rrt, eeIdLOT '.rn PF x:R21 •r. 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Num leer Or Name 1 4 Gage Galvanized Steel S,Urm P.,wKIHWZ _ 53e Galvanized Sttuel Storm FYre"EI VrtZ ►LAI'i r4-Rlieo Troa y,tiipn M.nuracturr Re+auon �n7 U r ennnili Ca ;reiu f}Oowtarric categ,y: str,Kheal Com,oants ilubcalsocry: Rpd,els ina d cud a, A Rest' 11 of h- Trxnreoragy Cernellanks Method: Ew.xivt Report from a riawde n i7Arr:.hd F.I a. Llcrnnrd Fronde P LA1174.; KI FIJA T=r titr;r, 5:T red d Pr o&et M Cdei. Munger or Alalaw 1 ILIU Wy F'TS[esl o �:0rrrMQdl CfrA:rere Products AT min s a1 ' Vain 71 Mice Modaoo: Evatuaddin R4pw lrnm e .::i FiegrTaaresd AYctYlec'I a.a LI6'11r ira r>v}.r - ornI Engine!, iniuducl Muxl Nuonn:A" Na'nn, A,gh3 A,mr, cr, ztkol 6:nr, ',,,V ed AfuminurnaoIIru CMU &arty; �d Ftorda Cepartrnent of Business & Proliessionai Regulation Building Codes and Standards Product Approval Application Detail rcayAty• Fntft or Dabs ;+ate Date Pending Date EntturnifA 1 Vidrmk e,' al, FBC A op meal A zonal TimRobinson A _I :A K I - R antan N/aRe Tlit.r .. 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Inc. 0 (D L_ 7:3 CZ_ PGT In J 3t- u, i e,-: .Iraq (D O_ 0 0 1 I&V SW :6 S:rw Rocm NO'S N OTIC E OF AC C EPTAN4C*E: E VIDEN( E `A"B_%lIT TLD NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (1) 0- L_ M _0 CL DE-PARTILENT OF REGVT_.%T*RY AND ECONONVIC RESOURCES a;LER) Nbnar_ Flom BOARD AND CODE AMMISTRATION DMS10%* NOTICEOF ACC-EPT--'�-N(:E:EN-IDENCESI-B-NMTED . = � (D (D NOTICE OF ACCEPTA_NCE (N__0A) 1. Evidence subwdtted undel pre-dous NOA D. QUAMY ASSUKANCE 0 0 (n Z3 M -M U) A. DRAI"T�G.S B. TTESTStcourinued� 1. Miami D3deDepanurntof Regulatory and Economic Resources (RER'- W -TD 0 0 7D PGT Industries. Inc. 1070 T"huolov D&,e. I %Ianufacturers die draw Ines and ections. Test repor oil _1'i Air Infiltration Test. M FBC. T AS 202-0 .4 0 () 0 0 North Vetuce.FL 34275 60mined under NOANo. 11-0107, 04) Uniform Static _A_T Pressure Test. per FBC. TAS 202-94 E. '_\L-1TERLkL CERMCATIONS LJL scon: I Drawing No !%J[D-5570.0- titled "VilivI Slidino Glass Door NOA iL.N,11`)'_ sheets -) 3), Water Resistance Test. per FBC. TAS. 202-94 1. Notice of Acceptance No. 15-0528.14 issued to Vision Extrusion Lmuted for thm = .0 o -+--j 1 0 ca This NOA is being Visited unde: the appitc3ble rules and regulations governing the use of construmon inaterials. The through of2l.pTeparedb,.-im2tii'acnirer. dated 1005 15.-,vithsr.-isiollA dated I 4 � Large Missile Intpict Test per FBC. TAS 20 1-94 -.1 - -kite Rigid PVC Exterior Ein-usions for X%1ndows and Doors". dated 08.13,15. 0 > _0 E documentation submitted has beenre-6ewed and accepted by Miami -Dade County RER-Product Control Section to 04-05 17. signed and sealed by A. L-,,-iui Naler, P E :1) ( vclic Wind Pressure Loading per FBC- TAS 203-94 expiring on 00:30 19. Z (D (D be used unN.Lami Dade Courry and otherareaswhem allowed by the truth ortry Hx%-mgJwisdtcttcu (.kHJ) 6) Forced Ew�; T6t. pff FBC . TAS _10�_94 2 - Notice of Acceptance'No. 16-0920.08 issued to'Viston Ex-truslon Lunited for thm ­X-E C:)- U) C) C:j This NOA shall not be valid ai�er the expiration date stated below The lkliassai Dade Cousin, Product CoiltrolSection B. TESTS 0 along rvitliniarked-up, drawings and installation diagram f viffvl slidirig glass door. prepared 1000 Tan 202 and lighter Shades (Non -Al - nice) Rigid PVC'Exterior Einusions for {JnMiam, Dade Cotrsrtp-) andortheAW (in areas other thanNhanu Dade County) reserve the right to have this I Test report on 1) 'Uniforril Static Air Presitire Test. per FBC. TAS 'J' bi ene5tration Testu)2 L. - sunned F Lab. Inc..Ttsi Report".NoAFTL8549. dated 11061S. sign and MbdowS And Doors". dated 12:08 .16. expumg on 12!229,22 1 P or material teed foc civality a%urancepurpoies, if this product or material fails to perfofmin the accepted 2) Large Missile liq).ac t Test M FBC-- TAS 201 -914 veiled by ld;.duu�� OrTega. P. E (Test repov fevis&d on 1-1 04:15 and 0 2., 11 16) 3. Notice of Acceptance No. U"528,15 esued toVision Evtmsm Lutinted. for their manner- the masaafarnzrex will incurtbe e.xpense of such testing and the may wirnediatelyrevoke - mo dify. of 1 Pre- T III I '_ 3) CycliclVind _,stile J_oad ine M FBC 2L. �-04 - - -,r Air IiZiftfat Test Teporl c lou Test. per FBC. TAS '02-04 '-Brown ( oared (Painted or Laminated) Xi-hite Rigid PA'C- Exterior Lin-itsious for suspend the uw of suich product or material wftin their jutisdictiou RER reserves the right to revoke this along withmarked-up drawings and insiallation diagain of,,:myl sliduig tglass dooi. piremed 2) T_TjlZ0n2l Sr�jtj( Air- Pressure Test. pet" FBC. TAS 202-94 AN-midows and Doors". dated 081-1315. oqmmg on 0930,,� 19. acceptance. if at is determilled bvivLami-Dade CounryProductControl Secuon that this product or material fath, to meet the requirements of the applicable building code. bv Fenestra Fenestration Tititiriz Lab, Inc_ Test Revort N o, ftL 8- 1 7. C at ed i 2 0 7 1 uned and Resistance Test- per FBC. TAS 20-1-94- 4. 'Nionce of Acceptance No. l"712.02 issued to ENERGI Fenestration Solutions USA. Tlii6 product is, appiovedas dewribedherew and been &-signed to complywith the.-Flanda BuildingCode. sealed by Idalaiis Ortega_ P_ E. i repofT te,,,tsedoii 02-15 16 jaid 022-1 �'6, 41 Large InT.-ict, Test pet FBC. TAS 201-94 JA -Non Inc. for their _N 3040 and Lighter Shades (N A%itite) Rigid PVC Exterior including the High Velocity Hurricane Zone. _0 goo & DE SC RIPTION-: Series 5.4 -0,2 7T "Ntuyl Sliding Glass Door (Re infou ce d i W�'L" IN40 corners-L.'MI. Test reporton l) Air Infiltration TeiAt. M FBC - .AS 202-0-1 y 21) U-niforill. Static Air Ptvsuire Test. m FBC. TAS -04 C -;clic Wind Pfe­3sure Loiding per FBC . TAS 203-94 iloniz -ith avuked-u) drmvigs and =,tallation diagram of ,:in\,l slid[112 glass door. prepared Ein -usions foi- Windows Doors" dated 09, 15-16- expiring on 01-04,21. -5 iotioe of Acceptance No. 1"712.04 issued to ENTERGI Fenestration Solutions U SA_ N *Bronze .A.PPROVAL DOMNKNT: Drawing No.' NM-5570.0 Rev B. titled ­Vul:0 Shdm_g Glass D�v_L NOA dieet 3) Water Resistance Teat. per FB(. TAS _102-94 b,; Fenestration Teitimz Lab- Inc. � Test Report No. FTL 8.4152. dated 1- 04 15. signed and Inc. for their, and Lighter Shades of C ap Coated Rigid P"%'(- Exterior Ithrou. 21 of_ 1. preparedbymassufacwrer. dated 10-05,15 and lw revised on 02.'01.21- signed and sealed by 4'1 Large Missile Iiii-jQct Test per FB(_--1 TAS 201 -04 sealed bv Idahnis Oi7eyi. P.E. (Test report revised on 02 15 2016"? Extrusions forWindows and Doors" dated 0015,16- expiring on 0416:20. A.Lvm.'Nhller. P.E.. Lea rin g the' Nfiami-Dade County Product Control Revision, stamp w Lth the Notice of Acceptance number and expit-ation date by the Nlfianii-Dade Counry Product C ontrol Sechoa Cvclicc Wind Pres�swe Loading per FBC. T_-'.� -04 C, 6) Forced Enm-- 'Tess, per FBC. TAS -94 202 - 1, i-, 111fo I Test repern on ` i rm Stat c Air Presiure Test- per FBC'. TAS 201-94 Large act Test per FBC. TAS 201-94 6- Notice of Acceptance No. 1"712.03 issued to ENIERGI Fenestration Solutions USA_ Inc.INlissile for Their *111ke Rigid PVC Exterior Extrusions foi- Windows and Doors'"dated Z I - along with marked -tip drawings and instl1lation diagram of vur,-1 Nhdiag gkAs< d(X'i. 3) Cvchc Wind Ptessure Loading FBC. TAS 203-94 0 8,* 10,4 7. e.xp 02 -2 9, 18. AMSELE R_xmG.- Larg* and Stwatl _Afissile Impact Resistant prepared 1'. per u* on Limita tions: by Fenestration Testing Lab. Inc_ TestRepon No. FTL 8546- dated I � Igned and 06 15- i along with illarked -tip drawLngs and installation diagram of -vinl,� I shd11112 alus door, prepared T Test reports No(s), 10-W2-792(A). 10-WN10527- 5357-53-09. perASTNIE-84. I 5.�ee table I (sheetD and table 2 (sheeti) farapphcable-SGD unit size.- design pteiuires-restaforcements t�­pe5. Sealed bv Idalviis Ortega. P E {Tess report revised on 0104 16 and C-C" 11 20. 16.) by Fenestration Testing Lab. Inc.. Test Rtpor No. FTL 6658 (savaple.i A-1 thru A-22). dated ASTNID 1929 and ASTMD-63 5. issued by EXOVA ro'Vtsson Extrusion for cellulosic glass types. sill riser (see tables B-1 & B-2. sheets'7-8) and anchor layout sheets requiremean in I I thou 16 kqiJ W"hite PVC. Tan "Non-whire) Pupd FVC* and Brown. coated (i.unted or laminated) white Rigid PrVC'to be 3, Test report on 1) Air Infiltration Test. per FBC- TAS 202,104 '') Unifo= Static Air Pressure Test. per FBC. TAS 202-04 11 19 10. signed and sealed by forge A. Canso. P E. 6tibudifed under.Y0.4 No. H- 010 6-4) composite material. Oubmitted under.V0.4 No. 04j 3) Water Resistance Test. FB(-- TAS 20-1-04 8, Notice Acceptance No. 14-0916. 11 issued Kuram America.. Inc. for labeled per tefierencedNOA* s reqnirets"s- per 8 Test report on I i Air Infiltration Test. per FBC_ TAS 202-94 of to their 1� si comply with mm clear width or height per FBC requirement m applicable :1 Egress operable doors miv 4) Large Missile Impact Test per FBC_'. TAS Jrrufonn Static Air Pressul -e Test. per FBC. TAS 202-94 (Clear and 1111te) Interlayer-'. expumg on 07,04A 4, Pocket waM under ,spirits approm,al_ to be rei-teismd by Buildisig offictal 1 5 C �rlic'Wmd Pfes.Asire Loadmi M FBC - E-kS _�(13-04 1 3) is Resistance Test. per FBC. TAS 202-94 9- Notice of Acceptance No.16-1117-01 issued to Kuraray.kmenca, Inc. for then LABEIMG: Each unit shall bear a pesmatient label with the manufacturer',.name or logo. city. state and series and followuigstaternent: 6't Forced Entn.- Test_ per FBC. TAS _10-1-94 along with alarked-up, drawwas and Lnilall;irlon d og rmh, of vulyl shdi:1 g Z, Las 6 N-T- pnared 4,� Large_\hssile InilmetTe�,t perFBC-TAS 201-94 3)c vchc Wuld Pressure Load mg per FBC_ TAS -103-94 t1traclear. Clear and Color PVB Interlavers". e%piringon 07109"19. LU RENEWAL of thisNOA %hall be coti4deredaftei arenewal apphc3 rionli-as been filed and then e lim been uo bv Fenestration Testing Lab. Inc.. Test Report No. FTL 81547. dated 12 04 13 signed anon 1 6,) Forced Entnr Te st. per FBC - TAS 102 -94 F. STATEMENTS change in the a p ph cable builduigcodenegatnTly a ffecting the perforsmulce of times pr,-.Juct TER_%1r;AT10_N- of dw N40A wil.1 occur after the explc ation date or if there has been a reii5zon ot change in the sealed by Idahm�s Ortega. P E. iTt,.,t report revised on 0 " 1-- 16) 4 Test report cm 1) Air 'If Ion Test. per FBC_'1AS 202-04 along with maked-up drawings and as*,allation diagram of viv.11 sliding glass door. prepared bv esting � b. Inc Test Repo. No- iTL 6,1.�7 j Li -T siruples A-! tluu A-5). dated 1 Statement letter of coafonnance with FBC-5* Edition (2014)and FBC-6" Edition (2017). issued bvnianufacturer, daledO&1+17, signed &seaked by LvniiNtillff, P.E. matenah,use. and or manufacture of the product or pi ocesA I 2) Uniforril, Static A-s- Pressure Test- per FBC- TAS _`02-04 Torg 1 2 00 1 0� signed and sealed b j e A. Causo- P. E i-Submitfed under.YOA O. II_ - - 2 Statement letter of no financial interest. dated 04,18,17- issued b-,- matnifacturer. signed for sales. advertising or arr.7 otberpurposes shall automatically terminate tills NOA. Failure to Complywah any I 3) Water Resistance Test- per FBC. TAS _102-94 010" 09) & sealed by Lyun Nfiller. P-E section of thv. NOA shall be cause for te-ruinationand removal ofN0A 4.) Large Nhssile hW ict Teat M FBC . TAS* C, 1 -0 4 3. Letter of lab comphance. part of the above test reports - ADVERTISEMENT: The NOA number preceded b-; the wor&.Nliami-Dade (: oung- Florida. and followed by the 5) Ovr_hc Wind Pressure Loading M FBC'- T.kc� _103 -;j4 --kL( UL ATJONti 4. RER Test Proposal No. 17-0387. dated 05r0i 17. signed by Ishaq C-banda. P.E. expiration date trix., be displayedin admrtising literature. If anyportion ofthe NOA is displa-, ed . then it sha 11 be 6) Forced Entr; Tr,'pe,- FBC. -0'l-04 : -at Oil CZ,1-U-11ilon; and :ifw, tm] anakvsas, couvlying .vith FBC-2014. doue in it-, entirem- along with marked -up drawaigs and in-Aalkition dogratil of vinvl sliduls glass door. prepared -No. pqepired b,, -PCrT- dated 12109 liand List revised on 02, 1`­ 16- iamed and sealed b,, G. OTHER LMRECTION: A copyof this esltueNOA shall bepion.ded to theu-�er by the manufaciiijer or it, distributors and by Fenes-Trarion Testing Lab. Inc.. Test Report FTL 8548. dated 111 2­04 1'. signed and AjaihonvL_ NLhess, RE (Subutirted nrtderA_6�4 -Vo. I 5-1210.0D. 1. Notice of Acceptance No.15-1210.01- issued toPGT Indusines. for their Series ,,hall be available for inL-pection it thejob site at the teclueo,of the Building Official. I -,-akd by I d almis On ega- P E (Test t rep co rT revi��A oa 0 i 04 16 at id 02 11 a 0- 1 1 . - G b-7 trig c o alph es xv I th A 1> TN I Er - 13 00 -09 -55-7 0�j 770" Vinyl Sliding Glass Door (Reinforced) - expirmg on 04 14, 2 1. This NOA reii-ses & re rs"-s _N0A -�C 0-04 !9.05 and consist-s of thispage I and e-,­idewe pages E- 1. E-2. E-3. E-4. as well as approval docisax-ilt mentioned abcmve. TheWbmineddocun titation was reviewed bylslmq L C handa. P1. I-laq 1, (baudi. P.E. L h a q 1. C haucb. P.E. Product Conn a! Utur �up+mi -*t Produ< r outr ol Unit _uprri�oi utrof Unit Superri sor NOA :"�©. 114k.05.03 . NOA No. F .-020-.N 0. F. I 2U NAMROAXCOUNTY Expiration Date: Apii1l4.0 :: Exir;tiouDatt: April 14_ 16:6Expiration Dart: -April Expiration No: April 14,20.26 App r or3l Da ce� Nla rch :5 , ' .0.21 Appiov.ilDate: NLtrch Approval Date: March2021 -ApprOV21 Dart.- -Xiarch '021 Pagge I E -1 E E -3 PGT In"s Ir ies. Inc. CGI Windows and Doors. Inc. PGT hiduvires. Inc. NOTICE OF ACCEPTAN-CE: EVIDENCE SA-'BMITTID 'NOTICE OF AC CEPT-A-NCE: EI-IDENCE St-B-%UTTIED NOW E OF A( C EPTANCE: EAMENCE WMWITE 2. Evidence Submitted under previous submittal E. '-%L-kTERLUC-IERTIFICATIONS(contiuue) 3, New FAidence Submined 4. Qjmex Part Surer- Spa-cel- Standard complying with ASTNI C-518 Thermal Coriductnvy A_ DRAXA'rk�GS �s. ASTNI D3984 Ox-y- 0-981 BTL7-ta h:r.-ft:-'F- ASTNI F 1249 W-\ TR a-P, gen-Pass. ASTNI A. DRAIATNGS 1. Drawing No. MD-5570.0 Rev B. titled 'Vitlyl Sliding Glass Door NOA -sheets .1190 I-G. Durability -No Fog -fa -Pass. (,�ubmftted underprevious 1. DTaWitig No. -NED-51;"70.0 Rev B atied, Vuivi Slid lines Glass Door 'IN OA (L'M) . sheets I I tbrougll 21 of 21. prepared by manufacturer. dated 10 105.. 15 auid last re%ised on P-E. 6. Quanex Part Durasta conTlyln- with ASTNI C 51 S Thtnnal Conducitvity 22 3TU-in luou h ---,f 2 _` I t 21. prepared by nlanuffaxturff, dared 10 05 1", and last revved on 02'01 *2 1. - Cn 04r22'20. signed and sealed by A. LNmn Nfillet. _' signed indsealed bv A. Li�,ilnMillef P E hr -ft2- F. ASTNI F 1249 WVTR-Pass. ASTNI D 1434 Argon Penik-=ce-Pas; � AS-I'M E Note- Tlus Teri>iora Consists replacmin ent of ;ame existing iwAallaea TlOn screw vvith flat head. B. TESTS 21IS9 I G. Durabihtv-No Fog. AST-10 E 546 De--v Point De-,1-6opilliv -_NPT W 4S bsi i,Submitted under.V�0_4 No, 15-0409.05). 1. Test reports on: 1) Atr Infiltration Test. per FBC. TAS _102-94 2) Uniform Static Air Pressure Test. Loiding per FBC*_ TAS 202-94 U Ex Vision truslow- Ltd. Pam oomph: ma v-ah PV-;0.;- C-AA_\tk Voluintar,- Specificaticm T B. TESTS L None 3) Water Resistance Test. per FBC. TAS 20-1-94 t-4 for Rigid PoI#�-,,invl CWoride (PVC) Exterior Profiles- tior Vision E-,KT nis M 4) Large Nhssile Impact Test per FBC. TAS 20 1 -94 i) Cvchc Wind Pressure Loadmgper FBC. TAS 203,N kA_X1A Fenesm, ion Extenor Profile C ertificall-on Program- (8nbinitted under.N*0_4 No. I-;- 040q 05) I along wiffimark-ed-up, drawings and installation diagm= of all PGT Industries, Inc. 8 Vision sExtru-sions, Ltd Parts, cc)niplymig with P1,._C-C` 303-13 reptesentatwe units listed below and teoed to qualify Dowsil -91 and Dowsil 983 silicones. iSubudded under.VOANO. IS-0400 05) -)LL (D prepared by Fenestration Testing Laboratory. Inc.. Test Reports No.. -1 �_ Z 9 PVC-AANIN 303-13). Volualar.- Specificanon for Rigid Pol-�-47m, I _AibDrld e ;-P' 7C ) Exterior D. QT In- A -S -S URAN C E FTL 789'7. PGT PW5520 PVC Fixed Window (unit 6 in proposal). dated 09°03 14 Profiles for Vision Extrusions. Ltd.A7_EX-1 by A_A,\LA, Fenestration Exterior PTofik I Miainl-Djde Department of Reg uliiory and Econoruic Resources (RER)- IFTL-20-210'.1. PGT SGD780 Alut:uii= Sliding Glass Door (unit 7 in proposal) FTL-20- Certification Program 2107.2. PGT C'A740 Almn Outswing Casement Window (unit 8 in proposal) FTL-20- 10 Notice of Acceptance No 18-1217.14 issued to EnerqFeneitratioL Solution- !_'SA. Inc. ,Or -Tan '"-Wte E. _NLkTFRLU ( ERTI1FK ATIONS 2107.3. PGT PN�7620A Allivinum Fixed Window (unit 9 in proposal) and FTL-20-210.A. their 3040 & light shade (non -white) Rigid PV( Exterior Extrusions foi I Nc)tice oFAcceptance NO 194).104.02 issued to Kw-aray Ameiica. Inc. for their > PGT PW7620A Aluriumim Fixed Windaw (unit 10 in proposal) dated OT 13 �-210. all signed AVM'dows and Doors-- expiring on 02 04 21. 'issued T i - o,.-,, jfol1711y.lCleal, C lear. aud Color PA Glass Intellavers-', expiring on 07-08 24. 0 and sealed by Idalmis Ortega. P.E 11, Notice of Acceptance No- M0122.02 to Enerp_ I'mie-itranon Solulloll- Inc for their Rigid PVC Exterior Exitrusions for Winclons Doo -)f Acceptance No I 1 -0808.01 issued to Kurmay Ametica. Inc. for their iticec. - "'�4itn-vUa; t lear Milt­6 cL senes'-111ite aird p U-ji; ota K ind GL-rss Inteflavers expwaig on 071(4`123 C CALCULATIONS 1. Aix-hoT verification calculations and structural analysis. complying -�vah FBC 021 2 8, . 2 Notice ofAcceptinceNo 18-110 cqi Extm�ions Limited for their "Bron 6.10 J&SUed to,%, i�l CL 12. Notice of AcceptanceNo. 2"20103 issued to Eneizi Fertei-trait �oluttcwa� USA. Lac. for ( oared Pa` iced or Laminated) White Rignd PN"( Exteiior Exrj Lisions for Windows Edition (2020). dated 04,22,20, prepared by mailkifactlirer. signed and sealed by their '-Bronze & fight --hadt, cap coated White Rigid PVC Exterior Extrusions foi- and D -'. e� im -oors xp g oil 09 30 '4 Andloily I.Nmn'.\Nfitier, P E 2. Glazing complies with ASTM E 1300-04. ­09. -12 and -16. Windows and Doors'*'. expiring- on 04-16 2�,. 4 '.,,olice of Acceptance No 18-1106,11 issued toVision Extrusions Limited for their series 0 "VE 1000 Tan 2 02 and lighter shades (-ion-11 hive) Rigid C ellutar PA"( Exterior D. QU.0 M- AS S MkN CE F. STATENIENTS Extrusions for Windows and Doors". expiring on 121,219,21. 0 Miami -Dade Department of Regulatory and Economic Resources (RER), 1. Statement letter of conformance to FBC Edition 12020). dated 04 2121.20. issued b� manufacnwff, signed and sealed by Anthony L,mn'_Nfiller_ P E. F. -STATE-NEENTS E. '_%LkTER1.kL C ERYMCATIONS 2. Statenient letter of no financial ulterest and of tildepetident- issued by mans cturer. dated I Statement letter of conformance to FBC ` Edition (2020). dated 02.`0121. issued by I < (D 1 Notice of Acceptance No. 19-030-5.02 issued to Kuraray Auwica. Inc. fof thex 04. IS. 10. signed and sealed bvAmthotly L,,rmN1aJeT_ P1 alanufacttwer. signed and sealed by Anthony L�mn.MWer. P-E. ­Trosifolt Ultraclear. Clear. and Color PUB Glass* Interlayers"'. expmg on 3. Private Labelme Ameement docurnent �etween PGT. dated 03 30� 1, and silzried bv all I - - 11 - Private Labeling Asueetutnt dated 03'08.,'21 between PGT Industries. Inc. and CGI 07,08,24. 2. Notice of Acceptmce No, 1. -0908.02 issued to Kuraray America. Inc. for their "Senni-G}ast {Clear- and Mike) GLiss 'expumg on 07,04,23- involved parties. G. OTHERS Waidows and 600fs' Inc. signed by Dean M Ruark. P.E.. V.P. Engineering. on behalf of both corilpxues AUG 2 4 2022 x co < 3- 'Notice of Acceptance No. 18-1106. 10 issued to Vision Ex-misions Limited for their Coated Laminated) White Rigid PVC Exterior Extrusions L Tlus NOA revises NO-k# 1 7-04 2 0.06 (PVT w CGI )and update. to FBC 2 01-1) ( -11, E chrion) G. OTIERS+ vlFiTUAL R, (Painted ou expiring 042 12 1 1 Th6 ',OA ievises & i4enews NO.k= .10-04!9.04 tPLaw CGI), expiring 04,14,26 VirlLl,_ foi-11-indows and Doors". ex-psrW on 09,30,24. RER Test proposals ;49-1155 dated 01, 10 "Oapproved by lsliiq I Chuida_ P E e.xpirwL, Z. The curTent associated PLA C GI Ne =21-0205.01. expiring 04 14 _26. -A o-4 -rnl^- d P; rj -_ __ ! -�, 1� I ® 4. Notice of Acceptance No. 18-1106.11 issued to Vision Extrusions Linuled for, their 04 14,2, I ..: tl _; - fc�- r I h � series **N-E 1000 Tan 202and lighter shades (No" -kite) Rigid Cellular PVC Editl ut oy Debra ilhl PX2300 LU Exterior Ein-usions forNI-mclovrs and Doors-' expiruigoill-229."21. Lloq 1, Chaudm, PE. (D 1.1.14 1. chauda. P.E. 1-.h,aq I. CL,%ud3. P-E. Product Courrot Unit �up*r-%i:or Product Control Unit Sup#ni�or Product Control UttitSuptrvi-or YOA No, NOA No, ' . 1-020;.03 X0A No. : 1 .1 -C13 Expir-:arson Date: Apist Expiration Dire- April 14..'0.'6 < Expirotion Date: April 14, 20!6 I Appra�.11 D:%te: March :Z, 2i):1 approval Da wNlarch F.22021 CL Appro%-3l Date: NlArch Z� �:(J!l 1 E .6 E -4 SHEET NO. March 15, 2022 PA 13 �-.-1&-,-.4"-,".,,Ll",,E[LM44i'lI Al'"ll, . Ull J.1.111 2 Z " -1 " -ILT-Eco I- - ­M�\ T1LLrr TESTING & ENIMMEE-Pirli COMPANY "I'Lro, r;. k t r1l I IT P! ." i- __ ­_ PRODUCT EVALUATION REPORT REPORT 140: 20-07.18.01 DATE, Jtj y 28L 2070 PRODUCT' Ctlitf-GOAY- SNAIM PRODUCT SUB -CATEGORY: S,Grm P'artift PRODUCT NAME 20 GAGE 134VANLZED STLEL STORM PAKL Global PfOKOon Procum LLC 48*0 S.'N r 1 S trt.n' -1 Lavoie. Pic da33314 1. PURPOSE Of FVALLIATION- Th,t is a Product Evarualoor,ro Rojx,j ,1,st crl 1,'t Waiter A. 'nlilt. Jr., P.E. (Systern 10 It 1190(t) to the Global Proloctior Products, LLC Rule Chapter No. 61 G20-3, Method I D of the Florida Depart,nerill of Business and Professional Reputation fts prrALCI,P. Noting issued On Evaluation Rri as ittiscohied moroir, drtd has L.--ernvarifled for coinotatance in ocicorftnce with Inv 2020 Seventh Edition of Iha Fln,ida Buildlig C-MoiL aric 10 Verify that the product is for Ili-- purpose ritandod art idtast eqkA-alenl to that r ixtililod by the Code TW, Pradort Evaualtrin Rooq:oin shall to sut!erl lij revieloo all revivien A ciaslir of a Bu Al C,cide &amogoc that maryalfil its lffroiUborls and corlditions Z EVIDENCE $UUMITTED: 2.1. PRODUCT EVALUATION DMUMENT IP,F0,1; Drawing No. 20-176, t1drad -20 GAGE GALVANIZED STEEL STORM PANEL" shotiete I thru 26 at 26 prepared by Tittlecio. Inc.: signed and scaled by Wishoir A. Tillit, Jr-. P E,j dated 07t28,12020 Tillie, drawing Is or, integral p,arl kktlis Evolurat000n Repon= :�_ .Z., t."w 4e,k t9i A - 01 ...... �'�,�N; r , . - - - _�? . �l, ,,, � �., ,P , he 44767 �. - - * . _:� - _ elfv, . - , , - :,4 0. I, io p�,' - - " r� - - -) 1. .- N � . , I .i 'J 0!i! N. W 36th Sirccl.I.Swric 30. Mumni. FloiridA 11 166 - I1v)tc7 J.405 I S71-15-V - �,w iii�� V1400tiL1 III AJA A I IUN KV4VJU_.)U. _Ara" 22- TEST REPORTS! Lafr miss ile noolwil fat quo load lesla vowe perforated Laider Protocols TAS 201. 203 as per section 1626 of the Florida Bulaing Code. Uniform static foatas nap"TAS 202Protocol Test ruts prepared by Hurricane Engineer wV & Testing, Inc . Reports 9 "- 509 dated OBX -01 V496, 996.570 autoird 0911 6.11 M. f046-T30 datod ()r!10ii9W, all tt,ree itl and seated *.y tioctor M. Madima P E . Fo,%"frabon ;;;tirxg "lloriodl Inc_ carports 0 2032 dated 04"16119018 and & 2126 dated 1005:1998 witnerso,j by (Wber Crtarrorld. P.E and Repoli W 02tl3o�ll dated fAurr.h 4. 2(j09. sigrod and seated by Edmundo Lartlant,paidz. P E and 1-len , Hattern, 9 E Tensile t" rW)rt No. 9CM - 1 9 7 r,, v QC Motailurgical, Inc . datictcl Malrr,n 13 20m, %A9 mad and "alAid by Frank Grate. P E 2.3- STRUCTURAL ENGINEERING CALCULATIONS: On 20 Gar* Ax trou Galvanized Steel Storm Parml form i nip I&W iangth -erb kj&5n wind ioad, as well as maximum anctor Waring vs dosogn wind load and panel , Itiongth baseer on tat opal and com"raliVe 811,21ySil; WIC r accordance. willh section 1,616 -it the Florida ElTuildvag Code Calm4farhans proolltared by Tilloc.q Inc dared 1 11C]i=8 arto 03PZA5, lignod and seakn: try Maier A. Trim. Jr.. P. E 3. MISSILE IMPACT REW-$TANCE. Ladle rn"llc impact under soclion 1(126 M colic Florida Owicing Coai- -4, TAS 201 Protocol 4. WIND LOADS RESISTANCE. "O Gritga, Ga vanized .Storm Storm Panel has been voritiod to sustaw wi.A ;Hvss,jPaa. Ill"munt zartel larogyj s"l beak, Inidoicutod on t,heets 8 to' 144 "I 16. 1 Q, 25 alid 26 of 26 of Preliluct Evakiatton Document (P E.D.). drawing No- 20-176. Maximum Arralu;r Spac=srq " be as in algid an sheets 8, ft iij :1 14, 15. 127. 18, 19. 20 75 and 20 o` M of ProdtKA Eva:ual)on Dctct�nl (P E Ej ) ' drawling No. 20.176, 5. INSTALLATION' Irsiallation shaft be p-t'oFmcd ,4trlrtJv in ,Kcordonco with details indicated an sheets J 1hri, 7. Kj three n. 23, 24 and 20 of 26. of P-aduV Eiralt.nuun Documew. (P,E 0.) drawing No. 20.176 Minimum ,;eparalion to glass shall be na on,docatiod on sheets 8, 14,10,13 25 end 26 ef'26 of Ptodict Evaluation Document (P E 0 ). drawling No. 20- 1 76 fit} -- e�. , .1, . T.,.," t. ­, It 4 W->._tr_I,se9 1 - � ltill, a _No- 44-67 ? * - * � it -c - S-,;rT C'; J.,ce - - -�n,"-,-� -".-.. -- . %-�I11:�11 - Ns0t iv1,* F ."'S'"t '4011­10.010. 110aVILVT tk,%LttA]LO'JKLL42UI.:O..'":." 6. MATERI&L-"ARACTERISTICS AND SPECIFICATIONS, Shall be sirictly in a=rdafn4,#Mh General Notes and rnporlents, indil �^n Et eo( 1 2 and 22 of 26. of Produe' Evaluation Document (P F D ', drawing N*10-176. Anchor specTications shall be as inlcicmek:l on ottecis i, 7 end 21 at ,16, of Product Evaluation Docutnicrot (P,E D-1, drawing No. 20-176 7. LIMITATIONS AND CONDITIONS OF USE: 7.1. Sftau Ov 4trK1Jy in cvniptoame with Gtititnaral Notes No, 1. 8 thou 14 Indicated on sheet I o' 26. as %efl as General Notes 9 I 1hroo 4 aria 11 llrlfj Ili. 1ruJiCat.1 ort,sheof 21 of 20 of Product Evaluation Ducturriont (P IT 0). drawing No. 20-1 76 preipw4d by T,Aev.a, iw_ and %Vx,d and sealed uy Walter A Tim, jr . KE 7 2 Product may 110 installed within HIGH VELOCirYAORRICANE ?ONES as (Sytl on Bretton 1020.2 of the Flonda &aldirg Code 7 3 Product shall only to installoc Inlo pcured concrete, ci)ncrotte olock. jiIj wood ft-a me smuctures. PrWulct Eysivaten Report prepared :1y Wa4pt A 1`01 Jr. P I: (Flora ilGensf_. No 44167}, President of '141evo, IpC, IlFloridil CA-00067119) - .,• Cl­ I I.; ' - YiAr&- O*Tr'llc0ABY0kqtC01l33 P F AWAP0,111T.-C,,= oriet PWol,C,1`.(,N11•10j):_C.% t1r_,tt.t3A1j* GAIL titihrfl&L" D' LLA. 51--hrit PANEV ORAC il'u, 3 I Itt"I 9 � arm 0- z/ 110 r= c; --,.. I I --"*\ , %4C. 7TILLIT TESTING 6 ENGINEERING COMPANY I . : ,,, PR001, CI V% A_Lk3,jjj()N�REPQn' I �1 I . � ­ - "I' - „ I - RE FOR NO.: 20-0727.02 DATE: July 27. 2020 PRODUCT CATEGORY S hutiet S PRODUCT SUB -CATEGORY: Storm Partain PROGMT NAME 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER' 48LIOJ S.W. 51 Street Davie - Florida &3314 1. PURPOSE OF EVALUATION: Thus is a Product Evaluation Re-xx, issued b, I-WatterA.T4fit,Jr. P.G.lSv,Terli 11) V 1906) to the Global Protection Products, LLC Rule Chapter Pilo. 61 G20-11s Method ID ot the Florida Department of Business and Prafessional Ragulaton 1"Ns oricAurl is heryj issued an Evalualt(or, Report as desuntitO helem and has been verified for corompl.,ronco in accordance with tho n4N') StOV41inih Edition of thv Flo-ida Building Code, and to verity that lie pro-L-ct is for me ou,posc int"ad ;if In" eqwvallianl to trial required tom/ ltv-, Code This Ptodijol EvaWtio,% Report shall be subl'Oct to ravlatow, ZvW rcAslo,io In case of a Bouldfing CrAe cmango Il may alfpcl its limiltaltons and cxclnlitnns 2. EVIDENCE SUBMITTED: 2,1, PRODUCT EVALVATION DOCUMENT lRED, l� Drawing No. 20.175, filled "24 GAGE GALVANIZED STEEL STORM PANEL', --n"Is ' thri, 18 of 18 pm -pared .y Titteco. Inc. iiii,an-ed and sealed by Walter A Till-t. Jr . P E , oa'.otf 0712712020. This drawing is an int9Rs014',1rt,,?,*Vir, Evaluawrifiteplart ."et . I (, ., �, .1� �. 1. . . , /"t, %. - t�:"� ��' �;-j .. .., -� ll-k�, Y., ,V " A �_ 1. % & - - s7 i -I 167 - % - It : i . .!, -15 jst�, * : * 2 - - I 1. S_ ­ . lk --, AT F I;.wi Car r ,� �lip UKI - � ... ,-I';' N W 16th 'Sillrct, Sure 11)5,14iroirru. i;Wrlda 3 3 I Ni . Plxx�v o."I V; I - - _Ii,",16iiiitlk rRUDL(A Ll if I AI'llit', al, Pf kT.'40. Al-47.17•.01 2.1 TEST REPORTS: Large, ornialiale onipacl;oad tests were performed under SST D 12.0fo stairidwa as per section 1609 1 2 of W.c Flonda, Eludall Code UnKarm,matic mods as per Sactio-il70Q_A?.peer ASTMF-330 Ted reponapter,aredb.yAmerir-anTesting Lab of South Flopda. RftpW. * 0814 01-01 dated 0311=2 witnessed by William R. Matiner. P.E., Bortz Moro: P E. and Henry ha*,tem, P E. anc Report No 0219 01-09. dated February 26, 2009, signed and s6eallic by Edir-undo Largaospada. P.E. ane Henry Hattorn, P I- Large rnismia, impact and cyclic ittaidings Per Pro:owls TAS 201 & 203 as per section 'W. 1.2 of the Florida Suit rig Code- Test Ripon Prepared by Arinerean Testing Lab or South FlorKia, Ria-porTlIolia 1123-01-10. datodNovqnnitiour 23. 2010, signed and %ealled by AjAO E, Gonzalez, F E Tensile test . ipoll No 9CJ,A- 1,98 by OC Illetaturg", Inc . dated KAwn 13. 2009. a grad AM sealed by Frank Grate. PC, as per ASTU E-8 and Tensile Test as per CC k4eterfurgi"I Report No. I 01<11.4-1318. dated Deconob-olt 1 2010 "mad isnod sonlea by Jorry Jacaufarld, P.E as per ASTM E-8 2-3, STRUCTURAL ENGINEERING CALCULATIONS: On 24 Gage Galvanized Store, Storm Parwoq for ritaxonourno panel oetrogrup vs dtjsiqn . wind load, as virel as maximum anctor spw-jng vs. desogro word load and part leng,.h based on rationa, slid cumpairative analysis, and in accordance with section 1604 of the Florida Buildirg Code CYiiockil,,vi-ors prvp,#r" by jifteccr, Inil dated 1201 SPO and 08,,2713 (for fts revision'), sKjftd and seated by Waller A Tdht. Jr P E 1ANSSILE IMPACT RESISTANCE: Lame nimsife impact under section 160s 1.2 of the Floir Wi Buxiding Code, as per SS TO 12-99 Slandard and TAS 201 I 4. MIND -LOAM RESISTANCE: 24 Gage Galvmzed Steel Storm P1111611 hait been verified to sustalu wind pre Salutes. Millotittrinum panel langoth shall be as incliceited on sheets 3, 9, 1 O, I 1, 12 and 17 of 18 01 ProduCt Evaluation Eloccument (P E 0 1, drawing No. 20-175 Maximum Anchor Spacing f%nati be AS inlrlic�eted on shcx,ft 5, 9. 10. i l- 13 thru 16 and 18 C' 18, of Product Evaluation Docurmainil (P.E.D-), drawing No. 20-175. 24 Gage Galvainizad SlAA 5toiroin Pwilef has Won v(sr,fiolpi for code cuin4jairco to WOrk as a non-pa,mus siorm 4xAtew zilsonibly. as p4so, SSTD 12-99 Standard "'OU11311401 k-io A TI, .... 4 ­ 'N l ..­ � . ., ,,- � I I I? %. ,1­1 1_72: _ �­ I 1� I ' - "SUTE 3 � .;�-11. , 0; ."lit 4-i IF ;tc�.Jllortiotit` .-A " '.. ,� N "I VO.-I ��. ,%�1164,il*t .,O�� MVIIi"X LV.%LLA.TXxN Rlrutit,j,'!Nt�_ .,I-VIZA: t S..INSTALLATION: Instaflabon shall be joerfornisa sinc,,iy in accordance with dietoili's Indicated on 911wols 3 Iftfu 8, 12 into 18 or 18, of Produit:! Evaluation Document (P.E.D.). drawlingNo. 20-175 064irarrourn separation to G 4"s shall be as Indicated on Vwal* 3, 6. 13, 14. 15. 16 and .8 of 18. of ProduGI Evaluation Document (P,E.1) !r drawing No. 20-175. 6. MATERIAL CHARACTERISTICS AND SPECIFICAn � ONS; Shall DO strictly of, a"vordani with General Nom and Components indicalev on sheet I and 2 of 13, of Product Evaluation 00cliptliant (P.E.D. 1. drawing No- 20-175. Anchor specifications; %hall be as indicated on sheet I of is of prottluc: Evirtuabort DocuTiew .T' = D i, drawing No. 20-175. 7. LIMITATIONS AND CONDI-nONS OF V$F.: 7.1 Sr bA Alfictlit - corovi,,ax- with Genwat Notes No. 1, 8 thru 14, WKS-cated on stilextro I of 18 of Pr`c;trCt Evaluation Docurrom (P.E 0.), drawing No. 20475 prepared by Titteco. Inc. vol signed and gealed by Wager k TIM, Jr PE 7.2 Prodict shall not be Insta3od within HIGH VELOCITY HURRICANE ZONES as refired cn section 1620.2 of the Florida Eltilkling Code 7.3 Product shall only be Inslishiso into poured witerete, owvcrete block, and ii,illood tworie sAnuctures, Predua Evarivailicz, Report prepared by WOW A, ril Jt,. P.E. (Florida License No. 44167). President of Tiltece, Ine (Flinch CA-OOC6719) I , - Tit 1,N" ,0 ., tik A I, 11V .1111-1 *11'.." .� .. - I - .., -Y - - / I- �)Ca e - � _.­­T �1- �- - - - " a .'-!fT4.'-,b7 'r X*t-_ .� * - ' - r VWAM4 L ' _' - __ )-. fL,rrcoAovoptpxcoq,79ko E jospol" 24r0r.Lxv�,t ,1,:; ` LW - 4* _.M P r, I - C-4ALVA11=0 9"TR CTMU PlAwd I OMM&W17A I. violoal * X.0ri,4V,�.Wj0`tZ ".' C, . . ...... _-..,;%I ____ __ __ - - I ­_ _. ____._ � ___ lZ_QM_PQ.REN.T5_ _FQR__R_NVLAR_ Jk_LtF_E__WER ... SIO-W, PAN -US �;Eha_vi_m.ra a I A. ­U 1"C' `� 1�11 07 � ­ ."ritILT .,.,. .1-r ­ •! ". . ­ ­1 ­_1 - " I �'­ALI, .�,.­ 1/4. 2/4, 3/4. 4/4. 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P it 71 4 t._el IeG i I Is 4' 4, to I a Wrlrr-6 117 IT 1: •'o, It I* Aa tIV�,tn- at to- i.V m ft- '6 piii'l 1. t 40 41 jj"6 J& kI* I Sr j 4, f Ii� ::w. . - Iffztil. 4.V 4 1, 4 to r- -4 v to ANCHOR NOTES: CS C 4, -1 •_­mvr�� 'ffallk. .VT CAW.- K-31,10M. aiaa 3 ,Ltjf`ltiAR7A4o,. *11 1 V.1t. 'WflOt -Ic"ftlt GAM.C", 1-9, K'ttA.4, f" T M3. , 1,43c40 Wail I m: I Au. It a V 1: rAW. rA%11 W q VA­'Io-. 1� V 4A4 ddl'4 i`I 10, gmU ** 14 &t*ft 5 io"Ma Iol V&"!•:rA T AA ft Ko sftqkz L 04 10W F� 00 1% 1 Wr- W V 1t61?RJ`1 1T14"* 4100% ovlS'sIxirpa"voy;Q,wA"00.z.06FCK F41clir 5-4it m s m It09 10400f 4AX ow-01-4.. C.-WIt"m " C'3. 'd^. *kjC'• 4.0 "'CA Ott., "A"' re" t`ft_Vq% W-,L *�&t so uwtr� m. me ft. 0'.4"a .0 JCVQ4Af0.i wl,jeof& 40mic. rj3 wrT o.f&L&ttNj ct-"IlKlutt M)ADVI WILE:. 1091 vw S-Stul et MLLIDEL, 'c' 10% oWULA 7.M-2LIL )kv 01tPlIt Mlir%4 SITAK qjLD Vtol- "A' PAN'ttAft Alt! t'If0AEV0.M W*2;astQ0W4 "IUM&M F.M FA,!,1"gVW To SIL10110 t�' Ow v flag sxl� 1-1.0suff I'Mm 10 W'*4f ASINCIt. FA,4*f4 FRAmma. I.XAtt' Ili CM-1r. QF NIMAJIL 41' t14?1 I *,XCtTOL: tJ Cif1 U&I&W-F tY, *0;t fU4W!l Pf '60-?"Fk%Fftf' S5,04 CilliAllt DFWfY LArWEIN 2#4411 .%Ivr J`940ft ta'164CA& m.4-c W.Se ft-J.-W A^f fVOIIIIVB oL1 1001% :42JL,W 6 ft.- FOIQA�A--w 'Y `Io`fIAr^ p"r 04 ADLT)) j loll C1.0wiltzi"o, 44 LLMAA I0,10000LATIC00 09 OeTe (f%01ftTtf *C# I" ftf?. II,o om,7d t1w, V4 r r f (D > C) U) (D O (D > 7D 0 U') Y) 0 ku C/) < SH 1.5 1�_ rl I I 1 I ri r L r� (III I I I !I' r rI'I' I 11 _L .'!1 I T I I It I_ I' t•rn1 rinlr r! -- l' FOI D UP WFAT4iFR RESISTIVE tir^R � .x , WINDOW UNIT FLASHING REQUIREMENTS (D tSTRARIt 3 ('LIRE - -- UP, 00Uri R("It 4H ...,�.. ,i tar`.Is'rlvr =' ! ..� ; �* -' -- SL)PEWt-AIHN 03 in . 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall j U rArt'rilrR € TAPr --- -� !' 'y- a EXTERK)R WOODA )HAFc tAE /F) A t rtr,a 1;:•. t'° rat r.ritmtr r:r?N:,T t ( cin . 30.5 Girl) include flashing as described in Section R703.4. � .*.+ SHEATHING •: fSl IA?r�INC3 CC VYN - -., _ i j AJFti:ilV - TO BL APc I :: t-i a pt r2 FZ1rwM.lC)E;T AND UP ' �'•..' T1IRI"0 r ;.W D0 P ",i • Sf=LF I�UHF=f�LU F 1115HING � O � � O L. ,- I ,! N t WALL BY $ rr'- f ��: t If rN tt� J+4ralii t'° t n � d.1) f rI EXTERIOR R703-1.1 Water resistance. The exterior wall envelope s-rall be designed and constructed in a manner that prevents the accumulation of water - - = ii�rtltlthfN " ''` " --- 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 "- '�•� Q3 -- ---- °••. - .���Po• wL�rHLi+ RESISITIVE FARRIER �.- � ;;r i r „d tf II-t~�6 v � P "�.'�'tNdk; T `y_ -- ` -' N BUILDING PAPER t draining to the exterior water that penetrates the exterior cladding. g p W � !` O f' `;rr�t TIFF Sr .1t7I5 UNUtH L.?t( KIP U e a I -- WIRE LATH _ ... , _ " • . '_ R743.2 Water -resistive barrier• One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM 0226 for Type 1 felt or other O �- :-A' o ICI"! a_rt (SIFT- DFTAII 4�riR1rl ., •: }} �- m-. _- ,.. - - m � - approved water resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, � 0 LL e SELF -ADHERES FLASHING - - -% -_ with the u er la er la d over the lower la er not less than 2 inches. Where ints occur, felt shall be !a pp y ppe Y jo Aped rK}t less than 5 inches. Other C ;1 �cu - �° approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No.15 asphalt cu 0 > HEAD FLASHING TIE-IN Ir�i.,TRU}CTIQNSf ?. Cut, fold up $ temporary secure weather �'' i I' felt or other approved water -resistive barrier material shall be continuous to the top of walls aixt terminated at penetrations and building in to the the described in Section R703.1. 0 "� resistive barrier above header to allow for �' appendages a manner meet requirements of exterior wall envelope as 0) THESE DETAILS ARE GENERIC ANIDI flashing installation ' 'h MEANT TO SHOW GENERAL FLASHING 2, Self -adhered flashing plus head hashing under` �� � - R703.7.3 Water -resistive barriers Water -resistive barrier shall be installed as required in Section R703.2 and, where applied over wood -based ..� V J' •i. AND WATERPROOFING METHODS` TO BE USED, weather resistive t>arrter � 3. Fold weather resistive barrier bank over head ` (2 y , =__ 2 r � 1 _ �,•--__._- -� _ I' �-�� -_-- - ,___-. `� - _ __�_�_ sheathing, shall include a water -resistive vapor-perrtteabte barrier with a performance at least equivalent to two layers of grade D paper. The flashing arxi neAI with tape _� � , individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in _. accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING Scale, NT5 FLANGED WINDOW P� � SELF-AQHEREQ FLASHING EXTERIOR DOOR WITH DECK - SECTION A W! 02 SELF -ADHERED FLASHING CEMT' FINISH SILI�� POTSHELF.` CHIMNEY SHOULDER W P03 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance FLASHING INSTALLATION AFTER wwINDO RESISn.-E BARRIER equal equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absortNng layer or designed drainage space. R " Idt _t°'Fi o^i.f)r"aF d.) °,T " _ ,.,.; r , , a_ _ a L LFi ,•J If - J • 3UBBCiZIZi:D ASFNAd7 r EC;HANi( , , Y - R�tpa"PlZE r�IF.F.I�i:. LI IN CQHN �` Ar)1i(F IVF 1 ASPHAL T A''DHESiVE LthrF"I PL`STEFt -®--a-� 12 rArL (?F�vLt)K CtAll iti(AS.aiyR'r (%L ETC EATLrTlr; a,HCAIHIN( - �r •" f-�` /!`•� -+,, - ,.,,• `�. , AIA-11 E TO sL Ar"r't IED UNUL:I2 f �i ti ; :. ;. TI:klr�� :x c, OF ( R AN`) R '.;l;�, LIPJAMB" H L;•' LI L t hr,I+ t;U NAIL -3RA`,';, ' a , • ! I. ,'•k ,; i,tt r`�i4J,�,8 »W�r�`; _ & Rr li ��„air (.:.h t� rrs�; ^r'' -" +"�- rHFtOua I, Lr- ,uHl=�z u rt "I�r� - -- sl-Lr-A.ol�rRl7D rLASHING E- ' -" -._ R7 3.4 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 flashingshall be corrosion resistant. Fluid -applied membranes used as flashingshall be applied in accordance with the manufacturer's Instructions. All flashin shall be applied in a manner to prevent the pp� f�l� r" ,, t?s aFk t. tic HNi .• ,. , � kXiNEMt wtrlCx:ttA' � FAATFNFR - __,. \ _ tl sr Aril AT >. -� �phtiR ?st3ttgTv • �;.. , ; - -_ � - - r - • • �` -� � I•etzr v rik,lttN� r' � : ' -" ..-� ,r- x °'L SCORED RELEASE PAPER _ `'-• entry of water into the wall cavity or penetration of water to the buildingstructural framing components, Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the build -in wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and 9 lolY n9 9 p P 1 p dI FAI ANT .K)INT 'AANII ill T€; (XJTW)F FL�(E I -sr • • '. t•tA tvriY Will �LIa'K s� - _ , '~�._ I .'" • �`--- -` .. \ ` ,.,,. ; �' ; " ; ' ,' ' i _ • = ' = contraction, ASTMC1281, AAMA 812, or other approvec standard as appropriate far the t e of sealant Fluid -applied membranes used as type pt� flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings \ 2) sc.Al�tdT aaryT SI Sil ANT r RCM \ INSIDE I70631Or - :=r _ i shall be installed at the following locations: b"J& d YLw{ FRAME '» V ONC V SEA' At itt)SS+r<19N1X�YV BUCK s,'. ANL7 Ex 1 EhrL� t£1 f vJrNtiVr FRAM F z s� 's , .' r ! F' ♦ / -. r, ;.' t a, j `�� f i- t - y. _ T Sr CT€(»A c�[_C .�L .atL°� ?I ti f ; 1 1IExterior window and door openings Flashing at exterior window and door openings shall extend to the surface of the exterior wall MASONRY-- --' Ar IAD-11I v . �=:'v; � -t ,,,H� fI, r, ti ,�t�,r; ' ... i s finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings PER (;t.IO- I I E�I) !' -A ] AN rirwDr3RlrxtNr s ��.♦�_ - .; i � - r''` - % �, � y v openings shall be installed in accordance with one or more of the shall comply with AAMA 712. Flashing at exterior window and door o I�� following CI AnniNr; AND inNrxlr sF, r,Ft�FL� FL A ;f„N; 5 i 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration FRAME --- Ii SEALANT � iNi av r IIAME Tc BIN(CK ALL THE 4YAY ��_� �,a�= - t r, ; t 1 �r� ;F r`- manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are AltNLN,)D A.It()UND. iNCLtit}tr+1(.t :ilLL" / '� '22 • _ SEAL � / _%' , i. not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or A: O NOT FLAB :iV�? • Tt,)s t#F ti:� � e6 � r' sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent ?�,+.: NAB �� (� - -_- / - LlNiitl(DLf'i46Ni: (SEE DETAIL WP07) 2 -F - drainage. d enin s rein g sflal incorporate flashing or protection at the head and sides. 9 Openings g pan flashing FI�Nt;, -- . 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SCS 06�05 CMU INSTALLATION 6 POINT DUCK AND SELF -ADHERED FLASHING HALF ROUND WiNDOW �-+ ,�r-,�� SFLF-AnHFRF() F(_A'SHING EXTERIOR DOOR 'vr`VITH DECK >t���� SELF -ADHERED FLASHING r w ,P�� INSIDE CORNER �V 1.Q In accordance with FMA/AAMA 100, FMAt AAMA 200, FMAIWOMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMAIWDMA 400- FENESTRATION INSTALLATION AND INTERFACE 2.2.At the intersection of chimneys or other maso•try construction with frame or stucco walls, with projecting lips on bothr0der stucco copings. , �• 4irourtai 3.3.Under and at the ends of masonry, wood or rretal copings and sills. '• , AVG 2 Z 4. !.Continuously above all projecting wood trim ✓Ir; " SI­EjNTHIN%^15.5,Where l exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. F r 6 B At intersections. , �, , t �'--- wall and roof n -� - -_- " vvafe: H�stslt3rtt iiatr er 7.7-At built-in gutters. Egli' G ' � y � y o i .IAMB SILL ANO HEAD DETAn /� % ,'� / - - -- T---G AF►if )V FO S iFATHiN{. /THESE PATCH ,", ath:nq `�mt�� DETAILS ARE GENERIC AND MEAN T TO SHOW GENERAL - TALATHTYv9NTFtACK2.S" ,�TtxL;c PLASTER - FLASHING AND WATERPROOFING METHODS TO BE USED. i'4-CEOAENT 12 W fmin't ()RYI OK FXTRrMF - __ AT'r'ROVED rLASHING TAPE C3C?UISLE , 1 I Plaster SEALANT SOCKET WITH = / 1 I iC, f ,IC�rST j ♦ TOOL LD APPROVED SE,AI.ANT _» I11 I ' � SINGLE i ` ! I I /r� "All BEAM 1 JC)tSr ,' • �',' :` r3ELDw f ' J � `� .r r• I '�SE.'�-Pt)HtKEUFL4SNIN;; -' SELF ADHE53ED FL.ASHINC, t rsu,":3-•Iurt }�,�. I dl+, c31 � 4 • 1 .nt .'. f11E> _-__. __, ... ,,_.. „»,-_.____- � '� in accordance with 7/$" Cement Plaster r"- �. AS7MC926 in accordance with AS>MC926F -pelt backed metal the in accordance "' - ----- Felt backed metal _ cREL� SELF -ADHERED SELF-AC�FI� t� ,: ,' �4 •. ., r {! .''- " with ASTMC 1 D63 lathe in accordance 5 FLASHING, FLASHING .= o it s - with ASTMC1063 Uutlang Paper I` �. \ _F f ., Building ilding Paper f sheathing • "y"_- _ ._. , f..-�d . ` _ _,- ._ /�16" CJ.5.13. �' f Metal i , sheathing SCS 02 WINDOW FIN INTERFACE WIT# 1 SELF -ADHERED FLASHING WP07 SELF -ADHERED FLASHING - W OV FOUNDATION WEEP .SCREED W PO9, EXTRUDED SHOULDER (DECK JOIST I R Ulf 51t�1 CORNER 1 ` - , -�'�= .j \ Flashing. - • .■■■■■r 1 - Weeo Screed t r SELF -ADHERED FLASHING 2x FRAMEWALL- � _ •----�•-- --- _ _, ' I1 - � r -- -- LEGEND �••� ttufact, Sperms. M� a - Maintain _ Stampede Sta o r similar (� PRODUCTS DETAILS TILE FINISH - }- l ' `, f :<, :. `L:o.t I r ,, t,'.AV:,L PLANE 'a�vf'e RAI`;.t,a Pi AN �P "rat AT IF t lr ,I`.3THrdT ' tollof � 13C)t � CaUk t)Utt+Jfri -� Weep SCrI°ed ` ti / Only `r■ ~ i t __.---- _ R. � F N.'rATli;f R RI i4TANT r4Ai+R;FR )Dint 1 1t2' to 2" WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 7TH 1/2" DUROCK--_ _� `- Q tAR. . t3F3!V. - i A�.i:tr'LAK ,•r�r; INr; I. I t ��TI� _,._!STAN r I I I Ili r. �• # - '",".�` ,ynr`Y Above Roof ��--. _ . -' Weep Screed _ Shea'hing *`.� Installed As Per �/� Cn PER THE FBC RESIDENTIAL EDITION (202A) ----_6 1'-4" PER PLAN - I !N Y Orr L , ':, '•'` - . _. .6� Ma u tat.. pisCIO Detail instrucfions _ .� „ 1 -0 PER PLAN Tt r,�, .l� 1/2" Cementitious Refer t0 the number marked as in each detail that corresponds to the. numbered items in the list of instructions below: " �t, „�,, ; ` ' " ? ,.AN AN AN All Cement Plaster � %:• r != (Decorative Finish in accordance � ` .,. , tL 0- st oPE = with ASTMC926 II All inside and .�•. «•o, 1. Install flashing order as shown by numbers �-__ � �___.m._.� , � i..a �i ver wood 2nd self-adheied in 2. Install flashing and weather resistive barrier to form water shcAding p _,.._._ _ _ , .. � '. , I - " ' �. ` ,. , fluor � ••• ••a• outside corner will .. deed to be miter laps 0 8 C l • _ --- -'t - cut and caulked all V 3. Self adhered flashirg cart be substituted lot building paper (PER SEAT DEPTH),__._. • ___ .: a Z Z ¢ .. , ' �, ,.,_ T, .., r �,��. YI#Ai I r�>k.tr��t�, _ \ butt j ".„� ,.o• o.• • joints need to I • p• a � 4. Split the release paper using the ripcord (Split release on demand, embe6ded in the adhesive layer) - for case of installation and to - - . , FILL WITH GROUT --�,_ --- _ `: - - . .• _J a d � = -..�.t � t . : •-, t v - I i ,., I ,I,AI it- , rt,tJ<; - r _ �-�_�, , 3 _ .a• ♦ becaulked using J n9 e� -`'.:. �_ i ��••. • St -impede or Sim. � �••� V ----- � • Lu CLl E �k,, ry c Iw;B' _ ..,.,. � M'°i9� i w e i+t tiE,i T � §� � � tit L , ' , caulk for all Q minimise scaring cuts SAL I 5. Remove all release paper r standard installation instructions and p pe adhere to substrate using a square piece of flashing rna�terlal (6" x 6"' - 1 °�` �. z 4 . ___ �a z 2 _ tJ r N r� I BA K:=f4 ---DR.AiNAG, PI ANT 'dPiR Nals,h k-a.rat',IV c c- " t A. ' ri�.Ci...It r",.-,. -rlfl.tNr, r RF'Ar< a; RP -'-• ' `,-"` � J (U Minimum SLOPED MUD BED • • ,,;i 4��� t,� I : r Cn G. I-rlld as shown by arrows _ w 4 uJCU �cc _ __ _ , :iF I ,1T,{ �� " / 7. Angle of corner may vary, adjust folding of the flashing accordingly to --- G VINYL SHOWER PAN --- +• n _ - - 1� fit tight to corner 8. Mechanically fasten a% necessary ---� .a °:. _ I i T ----- - -_ -__ _ :" _T. a '� \- Nate: Qp'C• � �` � �- - I • • I LI r--`--� f' a The building paper and metal lath m � :. "9 fP LJ5t be ' �J f I`lam Cement in over the top of the weep screed. -� Lu a W...- - - �.._ _,._ _,.,.... __-.• `I.IE�t A.. i`F1 -_ I ,, ii III___iii � , Plaster .,, r over block '" ,> 1st floor �C .Z � tJf I a i t. :E tf:' bmlTiG-91%;i rltt7',d i L~ h Y � . -. SC7FFITlt,ANTILEVER WP10 \ f _� DETAILWPI .SCALE: SHEET �r J SHOWER SEAT WP11 NOT TO SEED CALF ■ I PJF BP u823 Lenncv Fib6oN- �� �`��� 63�2- �v�y µ�11SDR