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HomeMy WebLinkAbout6321 Ten Acre CtABBREVIATIONS GENERAL NOTES VERSION CHANGES INDEX OF DRAWINGS F ABV - ABOVE MLDG - MOULDING VERSION DESCRIPTION OF CHANGES SHT NO: TITLE 1.0 PLAN REVISIONS CS Al COVER SHEET FOUNDATION PLAN AFF - ABOVE FINISH FLOOR MNT - MOUNT OR MOUNTING AHU - AIR HANDLER UNIT MO -MASONRY OPENING THE FOLLOWING TECHNICAL CODES SHALL APPLY: _ m 3 b `�N o A/C -AIR CONDITIONING MUNT - MUNTINS 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING ,MECHANICAL, FUEL GAS, 2.0 PLAN REVISIONS t ., �., oi£w£l N ALUM - ALUMINUM # -NUMBER ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 A2 A3 1ST AND 2ND FLOOR PLAN Ap`9� STAIR DETAILS � ya `� ' D`; N 3.0 AT - ALUMINUM THRESHOLD OC - ON CENTER TRUSS CONNECTOR REVISION A4 FRAMING PLANS A'� €; a 4.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE AB - ANCHOR BOLT OGD - OVERHEAD GARAGE DOOR 2020 FBC PLUMBING RESIDENTIAL SECTION 604 A5 EXTERIOR ELEVATIONS &ROOF PLAN Ck AVG -AVERAGE OPNG - OPENING 1. TANK TYPE WATER CLOSET VOLUME g Ck 00 5.0 ADDING K, L & M ELEVATIONS BFE -BASE FLOOD ELEVATION OPP - OPPOSITE BM -BEAM OPT -OPTIONAL 1.6 GALLONS A6.1 A6.2 1ST FLOOR ELECTRICAL PLAN 2ND FLOOR ELECTRICAL PLAN `' � f BLK -BLOCK OH - OVER HANG 2. WATER- FLOW RATE. SNO STRUCTURAL NOTES ° Q BLDG - BUILDING H AB - VE HEAD ABS O C S O R C PUBLIC FACILITIES LAV 0.5 G.P.M. SN1 STR CTURAL NOTES9' BRD -BOARD PNT - PAINT FINISH BRG -BEARING PTD -PAINTED PRIVATE FACILITIES LAV 2.2 G.P.M. S3 FOUNDATION DETAILS %� �"` w w BTM -BOTTOM PED -PEDESTAL SHOWER HEADS 2.5 G.P.M. S4 S5 FRAME WALL DETAILS STRUCTURAL DETAILS a, „�,;, _ BUC -BUILT UP COLUMN PERF -PERFORATED S6 WALL SECTION DETAILS o CAB - CABINET PLT -PLATE 3. ALL PLUMBING WATER LINES SS RETRO FIT DETAILS CD - CONSTRUCTION DOCUMENTS PLYWD - PLYWOOD TO BE CPVC w CLG - CEILING PKT -POCKET ST STAIR DETAILS CLG HT - CEILING HEIGHT LB -POUND VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO S11 PRECAST DETAILS o CEMT - CEMENTITIOUS PSF - POUNDS PER SQUARE FOOT JOBSITE CONDITIONS S12 PRECAST DETAILS Q CL - CENTERLINE PSI - POUNDS PER SQUARE PA 1.0 PRODUCT APPROVAL COL -COLUMN PT - PRESSURE TREATED THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL PA 1.1 PRODUCT APPROVAL CONC - CONCRETE PB - PUSH BUTTON CODE PA 1.2 PRODUCT APPROVAL CMU - CONCRETE MASONRY KNIT REF - REFRIGERATOR CONST - CONSTRUCT OR CONSTRUCTION RECP -RECEPTACLE 0 PORCHES AND BALCONIES PA 1.3 PRODUCT APPROVAL cn a) Ln F CONT -CONTINUOUS OR CONTINUES REINF -REINFORCING CHAP. 3 SH 1.0 HURRICANE SHUTTERS ; L 0 o 0 CTR -CENTER REQD - REQUIRED SH 1.1 HURRICANE SHUTTERS p c0 ^ CJ - CONTROL JOINT R/A - RETURN AIR 0 HANDRAILS - CHAP. 3 SH 1.2 HURRICANE SHUTTERS HURRICANE -�- ? u co Co V DP - DEEP OR DEPTH RO - ROUGH OPENING SH 1.3 SHUTTERS to 7() E -'= DTL - DETAIL RS - ROUGH SAWN GUARDRAILS - CHAP. 3 SH 1.4 HURRICANE SHUTTERS s 0 c O 2 DIA - DIAMETER SC - SOLID CORE SH 1.5 HURRICANE SHUTTERS p u o o Q DIM -DIMENSION SCP -SCUPPER STAIRS - CHAP. 3 WP 1.0 WATERPROOFING DETAILS U DISCON -DISCONNECT SCRN -SCREEN DW - DISHWASHER SIM - SIMILAR CHIMNEY & FIREPLACE � o L c DR -DOOR SHLVS -SHELVES DBL - DOUBLE S/R - SHELF & ROD CHAP. 10 DWG - DRAWING SH - SINGLE HUNG WINDOW EA -EACH SGD - SLIDING GLASS DOOR EGRESS WINDOWS ELEC - ELECTRICAL SPECS - SPECIFICATIONS CHAP. 3 ELEV - ELEVATOR SQ FT - SQUARE FEET EQ -EQUAL SQ IN - SQUARE INCH 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED EQUP - EQUIPMENT STD -STANDARD BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. EXP JT - EXPANSION JOINT STL -STEEL GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE EXT - EXTERIOR STRUCT -STRUCTURAL MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE FIN FLR - FINISHED FLOOR TEMP -TEMPERED INSTALLATION. FIN - FIN THK - THICK OR THICKNESS EW - EACH WAY TB - TOWEL BAR SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA FG - FIXED GLASS TOC - TOP OF CONCRETE FD - FLOOR DRAIN TOM - TOP OF MASONRY AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, FE - FIRE EXTINGUISHER TOP - TOP OF PLATE OVERHEAD GARAGE DOORS, AND ROOFING. FLR - FLOOR TP - TOILET PAPER HOLDER FLOUR - FLUORESCENT TYP - TYPICAL 6. ALL DOORS INTERIOR & EXTERIOR ARE 6-8" UNLESS OTHERWISE NOTED ALL FTG - FOOTING LINO - UNLESS NOTED OTHERWISE SHOWER ENCLOSURES TO BE TEMPERED GLASS o Ld v6 w o FR DR - FRENCH DOOR VAC -VACUUM W �Uj F- W -1 it a , o GALV - GALVANIZED VAL - VALANCE 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR U W < x J o i; o o GA -GAUGE VERT -VERTICAL GB GRAB BAR TO BE TEMPERED GLASS. (SECTION R308) Q Q ~ � X ¢ z � ,� ¢ ~ cn o< o o o o m Z z � - VIF - VERIFY IN FIELD GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR VTR -VENT THROUGH ROOF DIMENSIONING: 00 0 Z u) w IL uj w 65 of ¢ � � ¢ F Q o w Q o ? w z o w ov o a GLS -GLASS V -VOLT LL ow �I r 2YOQQ Q GWB -GYPSUM WALL BOARD WC - WATER CLOSET A. DIMENSIONS INDICATED ARE TO: o ¢ ° m aLL ~ GYPBRD - GYPSUM BOARD WH - WATER HEATER HD -HEAD WL - WIND LOAD A.1. CMU WALL: OUTSIDE FACE OF WALL HVAC - HEATING, VENTILATING, AIR CONDITIONING WP - WEATHERPROOF A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF HT - HEIGHT WWM - WELDED WIRE MESH CORE -STUD HB - HOSE BIB W - WIDE OR WIDTH A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. O HC - HANDICAP WDW -WINDOW FURRING\ O N INSUL - INSULATION W/ - WITH A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD z W INT - INTERIOR WD -WOOD A.4. WINDOW OPENINGS: 0 ~ LVL - LAMINATED VENEER LUMBER LT - LAUNDRY TUB A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING — LIGHTMAXIMUM A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING MAX - A.5. DOOR OPENINGS: (0 O MATL - MATERIAL MFR - MANUFACTURER A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING 0 F_ M O Q io M � MECH - MECHANICAL A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED W MTL - METAL FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR u) V" ti MC - MEDICINE CABINET FRAME C( W < LO MIN - MINIMUM A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER W �j OF DOOR A.6. SPECIAL AND CODE REQUIRED CLEARANCES -AS INDICATED ON PLANS OR FINISH Q Q 00 SURFACE TO FINISH SURFACE z U I— SYM BO L LEGEND . A.6.1. EXAMPLE: T-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER z B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND w = STAIR CALL OUT HEIGHT OF SHEET NUMBER STEP DOWN 1 INT ELEV NUMBER PLUMB. C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: C.1. CODE MINIMUM -MAXIMUM DIMENSIONS AND CLEARANCES O J O co\\ FOOTING CALL OUT - STEP DOWN ARROW SHOWS SEE FOOTING C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS mj SCHEDULE CALLOUT DIRECTION OF VIEW C.3. FRAMED WALLS EXTERIOR ARROW SHOWS INTERIOR ELEVATION CA. FRAMED WALLS INTERIOR O1 = KEYNOTE CALL OUT DIRECTION OF VIEW MARKER C.5. DOORS AND WINDOWS 1 D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - A9 ELEV NUMBER ARROW SHOWS UNLESS OTHERWISE NOTED PRE -CAST LINTEL CALL SHEET NUMBER DIRECTION OF CUT OUT - SEEENTEL 1 E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED E ELEVAEXTERIOR TION MARKER Al SECTION NUMBER ;SHEET F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE 1 < --ELEV NUMBER NUMBER STRUCTURAL MATERIAL ABOVE AS SCHEDULED G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, LG-2 LEDGER CALL OUT - SEE SHEET NUMBER LEDGER SCHEDULE 4 A15 2 CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND ::ARROW COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE �- SHOWS LOCATION OF CUT DRAWINGS. _ 3 DIRECTION OF VIEW MULTI VIEW INTERIOR SECTION ELEVATION MARKER MARKER 0 0 0 N Y-' iVE N 0 N 0 N 00 N N 0 {r+.�.—.. � � � co M 40 OCTZp 3 202Z W CD O) o- CDN o N o ; ' O Q0 W p c- o N 0 CO 0 d' 0 l!i i i i SAP 0 8 2027 cr CO U)Q z E N NA_ VIRTUAL RE',t.- °` ) VirtLl� r��ie RS;+. inc,►lC; ® }, W ZW WOO ouco Plans Rey. e .N cc�nc_ iF Win" aI?,d : b,s r red I-- > ow - for compliance With the t,k 20 ; v ,; i th O or Edition by Debra Anne; Klahr PA2300 Q z a a aw LENNAR TAMPA DIVISION Ln = m=W Ln � � 4600 W CYPRESS ST, SUITE 200 �`' ono >_°(o NOTICE TO BUILDER & ALL SUBCONTRACTORS TAMPA, FL 33607 N 0°-' z-o IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE z 0 W LL °- z 813.574.5700 BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING .\1. z U) < LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT Q HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL (� SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE O O INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR MM W MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL z c S Q CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE w 2551 INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK > LAST PLOT DATE o CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE April 21, 2022 DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND APPROVAL BY THE DESIGN PROFESSIONAL. _ —J O o J COVER SHEET FOUNDATION PLAN B 1 /411 = 1'-0" FOUNDATION LEGEND: NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS IN ACCORDANCE W/AC1224-3R E3 = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB A = FILLED CELL W/ (2) #5 VERTICAL O = FILL CELL TO (1) COURSE ABV PIPE (NO REBAR) _ (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS ®= 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 1D 1/2" DP X 9-1/2" WIDE RECESS 20 1-1/2" DP X 8" WIDE RECESS 3� 1-1/2" DP X 13" WIDE RECESS ® ICE MAKER LINE 5� SINK - KITCHEN ® REF 7� 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 O FOOTING LEGEND TAG TYPE SIZE REINFORCING AO THICKEN EDGE 8" x 8" DP (1) #5 CONT, © MONO FTG 20" x 20" DP (3) #5s CONT. © PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY �D MONO FTG 16" x 12" DP (2) #5s CONT. CEP 0 8 z02Z VIRTUAL Vir U-,JI Plans Revv7th for corr�piia� acc vtilt��,(r+C K1 hr FX2300 Edition by Debra d N N O atg w o 0 w 0 z Q V1 � E �.M OU W L �c N V -0� 0O ° } � M O� 2 o r0 �} Oo Q t ��� •N }41- w �N V C L O E M .— r— a a LLI ow v5 w0� -��of 0 � JO�u0 azOo�o o�zo mzD0w JOia o cWwO acnww ZzXQ� O�oCL _jOJaWQO _< QLL 0��F Yz 0?o¢QLLU.Q o << O O Z N W O _ F- � � ti M 0 F- O Q U) L0 _j w ti W 10 I—WWM 0-z < < 00 Z U W J O O O O O O O N r N N N o 0 0 N O r r N O 00 O 01 O r N O N O z O Lo w > N M q- In CO VJ QZ w O Z W 000 O v ()()U) L OZ ::)zj O w o wo < Q T--I w Q Ln = 0 -_ 2 N p_ ZOM W <� � . . N Q O U gWo z z � U)z Z F_� U J p _0 m z Z w W_j LAST PLOT DATE 04 0 z 4-a O J MONO FOUNDATION PLAN B 30'-0" OVERALL 8'-5 5/8" 12'-6 3/8" 9'-0" 42"X42" AC PAD, SEE SHEET SN1 FOR AC UNIT HOLD DOWN SH 25 -00 HB HD AT 6'-8" co LO n EGRESS ti 5068 SGD EDROOM #2 10'-0" X 12'-4" GREAT ROOM 8'-8" CLG - r15'- 12'-7" X 15'-1100 8'-8" CLG o - 22 o � CV 7 5/8" 10" 0" 6'-10 1 /2" r 16'-0 1 /4" 7 5/8" 2x8 HEADER 6" WALL SEE Q/S 3) STUD (2) 2068 BF OLUMN —:R&S BELOW (4)12„ �`O�o `r DP SH `r' N 11 2' T-T' 9'-2 1/4" 12'-10 5/8" 2X4 KNEE C0 WALL, TOP AT 34 1/2" KITCHEN it 12'-7" X T-0" °• 8'-8" CLG • Of ii � BATH C0U DINING ROOM 8'-8" CLG co .� 0- �I u �„ 16-11" X 17'-9" i+j z O 8'-8" CLG TP u)0 uu o RANGE N a oo OO W/ HOOD it I III I III 00 N co I III q Lag JILL U) Q ❑ N �1'-3" Co 9 N _ ' L" N Lo 7 5/8 " 2'-3 1 /2" �0`b WALL o 7 5/8" 0 �QJ / LL W lid,! • • ��� • NTRY PLUMBING �WALL �►� STACK ���..:uv.:..1.a.r.....uu..u...u..u...u.u.u.......u....u.a.•e..uaeu...,.....,qua.aueuo..ri,:.nv.v.cuxuvrv..P..u:....u.u.......u.u......,.... '. ffi J - ,• 04 \■ ,♦ 4" INSULAT I' GBRG ►� WALL �:�� - • _ 1 ►� COLUMN• BOLLARD A MIN -- RATEDWEATHER - ► ; I ►� :!' • �� ,�� ►� HEADER SEE .�' TWO CAR GARAGE • ►[Q'� 4" INSULATED BRG WALL N T CC N S3 LINE OF I OPEN POSTONEIN — —— --- ____ I � I I I I I I I TIE BEAM TIE BEAM 1 AT 8'-8" AT 8'-8" 1 HB 1 16070 1 LINE OF STRUCTURE ABOVE 17'-4" V-4„ wo0 18'-8" m LU H Q _ 30'-0" TIE BEAM AT 8'-8" FIRST FLOOR PLAN - ELEVATION B 1 /4" = 1'-0„ `r I 2'-0" L 3'-4" L 2'-0" L 4'-0" O Fh LO w00 m00 w �Q TIE BEAM AT 8'-8" 2'-10" (2)2X6 HEADER SEE M/S6 - TYP. SH 25 2ND FLOOR D AT T-T WINDOWS EGRESS v 30'-0" 24'-4" SH 25 HD AT T-3" EGRESS 2'-10" I 4:' 13'-0" � '-3 3/4" I '-3 3/4"' 11'-8 1/2" 4" m co I ( UI co- BEDROOM #4 N I I N BEDROOM #3 N 12'-9" X 11'-11" v 1 N N I 10'-3" X 11'-8" 8'-0' CLG o 8'-0" CLG rn T 11 1/2" 13'-0" 3'-8" 5'-7 1/2" 6'-1 " CV - 2668 `� 2668 o `I co `r N 266� TP �ss� 51 BATH #2 N 0 = 8-0 CLG W.I.C. I Cn " WALL 11 1 - LL m C o� TB I to _ 1 N ER #5 S WBEDROOM 11'-7" X 9'-10" `V HANSEN ENTR 8'-0" CLG 2" DP (4) S i �6s BOX ow �'Q r22"x36" M r�4' _ _ �8 N AATTIC 1 `1-1 LAUNDRY ACCESS 0 co LOFT - N _" 'b 10'-1" X 15'-5" _ 8'-0" CLG 00 Q LO o 10'-3 1/2" 3'-8" 3'-4" It 4'-8 1/2" T-4" N N 36" LOW 1 BEDROOM #6 �; WALL A3 - ce) 1 11'-4" X 11'-0"CD DRAIN ``' I- co 8'-0" CLG 1 DN N m N SHOWER u=iQ0 r pE 1 -- - M m 1 N m VA q 1 16 3 LO N 1 ---- 1 A3 N M 13 V-51/2" 1 ---- N 7 1/2" 4:' 11'-8" 1'-8" 4'-2 1/2" T-11" L ---- 2'-1 3/8"(D. V --- m 9 - ---- Q 8 8" EXT _ ``' 6" WALL 7 FRAME orx ti ____ WALL O. BATH 6---- T 0, 8'-0" CLG Oo 5 o OWNERS SUITE ---- 17'-0" X 13'-0" 4 T a� N 8'-0" CLG I W.I.C. 10. 3 --- 36" H. N i Gd, CONT LO RAILING 1 TP co (2)2X6 HEADER 1 _ I U SEE M/S6 - TYP. 2ND FLOOR SH 1/2 34 8" EXT WINDOWS 1 I HD AT T-3" FRAME 1 1 WALL 2-PLY BUC W/ (2) 2-PLY BUC W/ (2) 1 I 00 00 MSTA36 STRAPS MSTA36 STRAPS I 1 in TO FLOOR TO FLOOR TRUSS BELOW TRUSS BELOW SH 1/2 34 w m� ao W� o 1— Q o0 OQ TOP W,ol AT 18'-0" SH 25 SH 25 nu H I r-s HD AT T-3" HD AT T-3" EGRESS 6'-10" 6'-10" T-2" T-2" 2,-8" T-4" 13'-8" 6'-4" 10'-0" CANTILEVER In 30'-0" SECOND FLOOR PLAN - ELEVATION B 1 /4„ = 1'-01 1 GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. INSTALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.)* = 42" A.F.F. OR U.N.O. TOWEL BAR ABV TUB DECK* = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.)* = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. *PROVIDE 2X BLOCKING IN WALL AT ALL LOCATIONS FOR T.B. AND T.P. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 1X3 PT FURRING STRIP 3/4" INSUL BOARD 1/2" GYP 8" CMU NON -BEARING 2X4 STUD W/ 1/2" GYP. LINO BEARING WALL 2X4 16" O.C. W/ 1/2" GYP. LINO 13 = FILLED CELL W/(1) #5 VERTICAL = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB = FILLED CELL W/(2) #5 VERTICAL = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) 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 SQUARE FOOTAGE: AREA PROPOSED FIRST FLOOR LIVING 1110 SECOND FLOOR LIVING 1470 TOTAL LIVING SQ FT 2580 ENTRY 33 GARAGE 403 TOTAL SQ FT 3016 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 R-11 / R-13 KRAFT FACED (GARAGE / LIVING) SEP 0 R 'n77 h, VIRTUAL VirtLli 3 r 1_�Iv p& d _ -Plans vr Ior CCi"iICill'ance v'v'Ith tl:t: 2._.1 � a 'ttsr�r i4-:r1I F ti2300 ditiuri by Debra ` 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 GARAGE DR 30.0 -33.9 30.0 -33.9 N O N k A LO d'z•'9 ° }Y'� b 00 00 k [• W e� z Q > 0o o W L "0. c! u � 0 N V 0� a 0 C) .N ��o�� UJ Q� 70 0 (J/) W 0 W w ❑w Fw- Lu "0w � O, O �Q _j tr zaf �O=� JQOQ�Q�U000 Q J 0 0 WaI 0z000mZz�U - J — 00 O Z jwa.wi-nluwwv�Ltrz5 QFQOwQozwz0L0F_ Qa LL O w 2 Lu o� o oQ � Q ,tea 0 �QLL is O O CV Z O� U co Q O QU)(MI** V J IL I` W I-�13-M Z U w W JO O M I I I L I I O O � N QQQQQ N r_ �— M Cl) W 0 CD 0 O .- N o N o z o LO wo > a— O N o co 0 o to I I M� W (n Qz O zw W ❑ O O -F--+ ICY)0 v �0F_ O p z 5 aw or Z aEEa I— w W Q tr/�� L / = m=W L ^ 1F- N ZOM W WF� . .N Q OgWo U z �z �z ,j 0U 0 z Q z W J ILO 0 LAST PLOT DATE April 21, 2022 z 0 J 1ST & 2ND FLOOR PLAN B 36" LOW RAILING ON OPPOSITE WALL - PROVIDE WALL BLOCKING AS REQUIRED NOTE: HANDRAIL TO COMPLY w/FBC 311.7.8 AND TO BE 34" TO 38" ABOVE LEADING EDGE OF TREAD. HEADROOM AT STAIRS TO BE 6'-8" MIN. STRUCTURAL LIVE LOAD @ STAIRS =40PSF. ENGINEER \ SEE SHEET ST TRUSSES \ FOR STAIR DETAILS 1/2" DRYWALL 1" \ \ 42" H. SLOPED 10 NOSING LOW WALL io rn 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 (3) 2X12 STRINGERS - REFER TO SHEET ST FOR ADDITIONAL STAIR INFORMATION AND DETAILS — STAIR SECTION 1 /2„ = 1'-0" SEE SHEET ST FOR STAIR DETAILS 10" (3) 2x12 STRINGER HEADROOM IN STAIRWAY TO BE 6'-8" IN ACCORDANCE W/ FBCR R311.7.2 " NOSING co RISERS CUT FROM 1x MATERIAL TREADS CUT FROM . /111-2x MATERIAL STAIR DETAIL 1 /4" = 1'-01 1 2 LANDING STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE - ALIGN EXT. FACE OF SHEATHING W/ EXT. FACE OF CMU BELOW 2X8 #2 SYP P.T. BASE PLATE SET TIGHT TO SHEATHING W/ 1/2" EPDXY ANCHOR OR 1/2" J BOLT W/ MIN. 7" EMBEDMENT AT 32" O.C. AND 6" FROM EACH END — 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE FOUNDATION PLAN FOR FILLED CELL SPACING. — 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) SIMPSON MSTAM36 STRAP EACH STUD ((1) STRAP EACH SIDE) CENTERED W/ (13) 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. w O z w w U) NOTE: 1. GROUT TOP (2) COURSES SOLID 2. MAX. WALL HEIGHT 20'-0" AT 140C WIND PRESSURE. IF CONDITIONS ARE EXCEEDED, CONTACT E.O.R. 3 WALL SPLICE DETAIL N.T.S. SEE PLAN SEP 0 8 202r VIRTUAL 4El, t Virtw,a Rd\,IE Lin-' Dian i Rev`�- ' i, �:c,;Tt,_ i ce' Sand d oved for corrlpiiance with tree 2-020 F� 7th Edition by Debra Anna= Kiahr PX2300 4 F N - V" J oc" p 4 A 1 A ui < w p o w 0 z Q n` W A, W > o � p L '0 `? 0 cv) V) f� V U P 2 (h c E O 2 o 0 U jIq -5,* -s �N W U w Q: p ri L 1, 0 a W W WWI w w�00 w r- <I- X Y z X z ��� 0z ILL 0 0U Jn c3wWo�Eoma ou)wOo2?�U z <QCAw2 <z i�-� 00- 0LLIO LL ow � O OW Y,QQ Q wQ o LLJ O O Z W OI--_A v/ � 1 z 0 I- M Q0--1� J O IL (/) 2co�� < W z 00 za U f- W W �c:) 0 Q0 1 1 1 p p t p p p 1 1 � N o 04 N o N O N 01 0 C 0 O N o N o ' z O wo 0 0 0 0; L0 i a N co V' In co zH cu Qz O O W Zw wOO U U ^ i.l o Z)z5_ Oro Z a�a Q 1� 1 i = m=w H2 ~-NO N zzo= . . N W Q O <�� gWw U�Z r Z z C/z 2 C) 00 �m zA3 z w w C3 CO 0 LAST PLOT DATE z J STAIR DETAILS -ep lu.enl■ll. lan. _ _ _ -._ e _11 — . I 11 1 1 _ I I F 1 FLOOR FRAMING PLAN (ELEV B 1 /411 = 1'-011 .)v -v Cl) C) CJ1 I II I I I IT CJ1 CJ3 I I ER II ii II 11 I it II CJ3 b I I I II II II II 1 � CJ5 I I II II II II CJ5 A9G1z I I A7 l DROPPIJ FLAT TOPS OF I HIPS FO :FRAMING L4 A5 (GIRDE OT DROPPED) L___ ________________________ ----------- __ --------------- 11 II II II II Q BOTTOM CHORD CAN BE I I I Li N REMOVED IN FIELD OVER Al AHU IF NEEDED (SEE ENG) II II I I I I I II I L_____________J L_ __E���«s A1A r r i i I �--------------------- II II II II II II 3 II II IL --------- I IL JI T � r ----- — 4-4 II 4 / y I I II II i-t - - - - - -------------------J L — — — — —— Q II II II II II II r - - - - - I r I I I ii II o J II ii ii II II N S6 A2 II I ------------------- — --- A4 11 Ij II II 11 II 11 II J------ II II II ---_—_--------------------------- ---------------------- II I� A6 I II II DROPPED FLAT TOPS OF I I L HIPS FOR FRAMING rT I I A8 (GIRDER NOT DROPPED) I I I I ll I I I I I I A10G r-----------J L__ I I ao I I I 11 I 2'-0" I T-011 1'-0" I I CJ5A I J ---- ---- o N j1 I II CJ3A ti m I I I (D EJ7 I I I I II I I CJ1A p II o II II m I II I I � � Q ✓� II II II U I U 0 9 BGE II II CGE 0 13'-8" 64" 10'-0" 30'-0" ROOF FRAMING PLAN (ELEV B 1 /411 = 1'-0„ THIS IS A TRUSS PLACEMENT PLAN. ITS INTENDED TO AID IN THE INSTALLATION OF TRUSSES. ENGINEERED TRUSS DRAWINGS AND ARCHITECTURALS SUPERCEDE THIS DOCUMENT. ^IAKI T I — —i nICCAt A nI nAMA Av I AM CAI I A IAIcrAI Arrl/i AI ne rol lccC:e I nc nl MI I Inc V APnI Ac nF lnl(]FN.11GPiA nF IAIf,FAIIFPIA CI IPPPAM FCTP nnf--1 IRAPMTO NOTE: NOTE: NOTE: MULTI -PLY GIRDER CONNECTION. DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARRY THE LOADS IMPOSED BY ALL PLIES SHALL BE FASTEND TOGETHER (BOLTS, NAILS, AND OR SCREWS) PRIOR TO NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT THE TRUSS OR TRUSSES, AND MUST BE INPLACE AND IN SERVICE BEFORE THE TRUSSES INSTALATION AND BEFORE ANY LOADS ARE APPLIED. PER THE SUPPLIED ENGINEERING CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 ARE SET IN ORDER TO AVOID REPAIRS. SHEETS. NOTA: NOTA: NOTA: CONEX16N DE VIGA MULTIPLES. NO CORTE NI ALTERE LOS TRUSSES SIN EL CONSENTIMIENTO DE ESTA OFICINA. NO SE TODAS LAS PAREDES DE RODAMIENTO DEBEN SER DISENADAS ADECUADAMENTE PARA TODAS LAS CAPAS SERAN RAPIDAS JUNTAS (TORNILLOS, CLAVOS Y TORNILLOS) ANTES DE LA ACEPTARAN CARGOS ANTERIORES SIN APROBAC16N PREVIA FOR ESCRITO DE NUESTRO LLEVAR LAS CARGAS IMPUESTAS POR LOS TRUSS O TRUSSES, Y DEBEN ESTAR EN LUGAR Y INSTALACION Y ANTES DE APLICAR CUALQUIER CARGA. FOR LAS HOJAS DE INGENIERIA DEPARTAMENTO DE SERVICIO EN CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 EN SERVICIO ANTES DE QUE LOS TRUSSES SE CONFIGUREN PARA EVITAR LAS SUMINISTRADAS. I REPARACIONES. O KEYNOTE LEGEND KEYNOTE ANNOTATION 1O BEARING WALLS O A/C CHASE O3 AHU ABOVE O4 22"xW" ATTIC ACCESS �5 STAIRS AREA O 2x8 BEAMS SEE A2 FOR SIZE AND CONNECTORS 5HML� P00F PLUI CUT 055IfLD PAO rok PLYWOOD. �IWGI.E pJOF PLUI CUT REFER TO ENG. PACK FOR CONNECTION CJ5 U 1'-0 5/16" 12'-0" 2'-0" TYPICAL T SETBACK CORNER -SET LABELING AND SPACING 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) 1O 11 0 2 (2) 16D COMMON NAILS OR 0.128" X 3" GUN NAILS All valley kits marked "VK" or "MVK" are conventionally framed. Please refer to engineering pack for details. TRUSS NOTES: SEP 0 8 2022 t VIRTUAL 4L , VIIL} UCIt A. t '',. i 17'Q r+S R11t^i Plans P w; c roved f " 7t1 1 fer con Edition E_iV 1-1i:Of CD \I,(It_ KIa!rIr F`- 2300 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". 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 CO: JNECTIONS. 5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY CONNECTIONS. 6. USE (2) HTS30 OR H10A'S FOR GIRDER TRUSS TO FRAME CONNECTIONS. 7. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. 8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS. DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. General Notes �) 1) All parallel chord trusses, flat trusses and flat girders have the top chord partially painted green to be installed green side up. All hangers to be Simpson HTU26 unless otherwise 2) noted. All truss spacing is 24" O.C. unless otherwise 3) noted. Per Truss Plate Institute BCSI-131 recommendation 4) permanent X—bracing should be placed at a maximum spacing 15' O.C. across the span, to be repeated at a maximum of 20' between each X—brace throughout the structure. Please refer t0 BCSI—B1 for any additional bracing details. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCLL = * PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.25 % WIND SPD/TYPE = 1.45 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 109 psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDULE TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF ROOF DESIGNED FOR SHINGLE ALL REACTIONS OVER 5000# AND UPLIFTS OVER 1000# ARE SHOWN ON ENGINEERING. WALL KEY • ' 'DOWN%/001 iiiiiii� LOAD# DESCRIPTION :NIT. DATE R/01 CRTD FIRM 25511A SLC 06/11/15 RA01 LCS RDP 11/04/15 RB01 UPDATED RE'S ARM 10/10/16 R801 LC9 JTH 12/15/17 RB01 CHANGED TO SIMPSON HANGERS JRH 3-13-18 RB01 RAN LC9 RDP 05/01/18 RC01 ADDED EXTRAVERT ON RR TRUSSES @ EXTERIOR WAILS ARZ 10/19/18 RD0 RReVd cant at garage rdg 9/19119 RE01 REVISED FTG5 LOADING ARZ 12/23/1 CARPENTER LJ� CONTRACTORS OF AMERICA 3900 AVENUE G, N, W, WINTER HAVEN FLORIDA 33880 PHONE: (800) 959-8806 FAX: (863) 294-2488 BUILDER :LENNAR TAMPA PROJECT :VAROIUS MODEL :2551 CCA PROJ/MODEL/ALT 7A2/2551/B ALT DESC: OTC LOT BLOCK (771GNER PAGE SLC DATE 1 06 11 15 LAN# SCALE N31 "7639L 1 4 °=1 I HANGERS A = LUS24 SIMPSON 4 L = HTU26 SIMPSON J L = THA422 SIMPSON TRUSS QUANTITY: 112 Labeled End Mark ATTENTION! DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT SCSI -EH 30'Span 3o•mso' or ss Spreade Barn 6o01de�grees Irz I zramin I Gne I Wean ePPr"x. Ta fire f span appros. I REFER TO BCSI -131 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. = N C r � N LO I � 70� LO ARC, z Q w 0 z Q n, K E 0 _W L `q o ) M N V 70- 2 a }E •-s o 2 o o `t_ g Q E W O () -0 C3 W w w� w -1 w200 t—¢ Of - zX QH _ � o o ox z �of�Hd WOW QZ a_ W W <<ZUJ� OLO�QOwUw � OQ LL �U� 0QQQ 0z Q O LL F- LL O O Z N OF_ >U)O O 00 z Q LO J (/) LL w ti W I_ W 0^Z coO. 1.J- G 00 zv� W W JC:) 0 J 1 I 1 1 1 1 1 I 1 1 L l 1 1 1 1 1 O a0000 O C3 •- N N N N N N N 0CD M O N N ' z Q Lr/ w > o a CD O O I I M� }Z zz W Qw O z W 0oo -� O U UU(n Lo I.—Z)zj O goo Z a-ofa T__q of < Lr) = w1:W 00 N � zoo W a- Q�� ■ ■ N O 2-2 zafo Q U LL LLZLL Z LL LD Z ?� U J 00 W z A4 z W W J � VI N LAST PLOT DATE O • April 21, 2022 Z -4-a O FRAMING PLANS B 1 v / r —�— — — co I 3" I I _0 5 _ A5. B N A :T Ej V-4" �-►� 5'-6" WEEP SCREED_ DRIP "V TYP. SCREED, AT BOTTOM OF BAND❑❑❑❑❑E 7/8" STUCCO OVER FRAME A/C UNIT AND PAD CASING BEAD W/ WEEPS OVER FLASHING ININININININI MINININININ101 FRONT ELEVATION B v - � • •..Piiriiu�ii'iiiiriiiii�iiliiiii REAR ELEVATION B 1 /8If = 1'-0" RIGHT ELEVATION B 1 /8" = 1'-011 4' OFF SHINGLE VENT ROOF LEFT ELEVATION B 1 /8" = 1'-0" CASING BEAD W/ WEEPS OVER FLASHING SHINGLE ROOF 12 15 ■ NONE ■ ■ ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" ELEV AT 8'-8" T.O.M. —WEEP SCREED TYP. —5/8" STUCCO ON CMU ELEV AT U-0" OIL 1 ST FLOOR FF 12 15 ELEV AT 18'-0" T.O.P. 7/8" STUCCO OVER FRAME CASING BEAD W/ WEEPS OVER FLASHING ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" T.O.M. WEEP SCREED TYP. ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" ELEV AT 8'-8" T.O.M. ELEV AT 0'-0" 1ST FLOOR FF _ ELEV AT 18'-0" T.O.P. ELEV AT 1 V-0" ELEV AT 8'-8" T.O.M. A/C UNIT AND PAD I ST FLOOR ELEV AT 0'-0" 1ST FLOOR FF 5 7 N ei 2 LBS. EPS FOAM It CV 2 LBS. EPS FOAM 4" 4" 4" 4" 1" 1'-4" ROOF FINISH PER 12 ELEVATION 15 ROOF SHEATHING MANUFACTURED ROOF TRUSS METAL DRIP EDGE 2X4 SUB -FASCIA A ALUMINIUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL 8"X1" THICK PAINTED RAISED TRIM BAND- [�A 6 N 0 2 LBS. EPS 4 FOAM Ll 2 1/2" ROOF FINISH PER 5 ELEVATION ROOF SHEATHING MANUFACTURED ROOFTRUSS METAL DRIP EDGE 2X4 SUB -FASCIA ALUMINIUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL 10 7"X1" THIC PAINTED I TRIM BAN 6"X1" THI( PAINTED TRIM BAN 1 ,_n„ Y 16'-4" w IL ON J 77 U) "t w IL ON J 77 (n tf) 44 OFF RIDGE VEND / O � 0 SLOPE SLOPE �w 5:12 w 0 N ,SLOPE SLOPE, 5:12 5:12 w a O J SLOF ROOF PLAN B 1 /4" = 1'-0" 5:12 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) SEP 0 8 202Z VIRTUAL RES t , � Vlrtl,l-c�1 I G�4iE P".�w� �'� $(71 • Plans RevCcv c,cjn for compliant vvith ti,+� z PX2300 Edition by Debra Hnr1� Kiahr 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" OVERHAND U.N.O. - PLUMB CUT FASCIA - ROOF PITCH PER ELEVATION - WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) - SHINGLE LOADING ROOF VENT CALCULATIONS: NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, 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. 1150 (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 VENTILATION ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL R806. THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET (MEASURE VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. (VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) * RIDGE VENTS - 18 SQ. IN. OF NET FREE AREA / LINEAR FT. * OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA / UNIT * SOFFIT VENTS - 7 SQ. IN. OF THE NET FREE AREA / SQ. FT. IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION * LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA / FT. FOR SHINGLE 36 SQ. IN. OF NET FREE AREA / FT. FOR TILE NOTE: EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE -HINGE DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL PROVIDING TRACE ABILITY TO MANUFACTURER AND PRODUCT m 11 LO m 00 LO s f A RN ? P '� �± G. �( �l 4 _ .- 4 w J� -' w 0 z Q Ln �.- - ai E ^` > o o W L = o 7 N 7 N V -0-- a, ") so c: O O Eo Q0 u6q s mN W Qd ; W i ccO � CO rz, a W UI W ❑ L (/� W Q 0�' <2J <Wggyzzw rrUi D� Q � U = J(0O?:Qf",002Jg DowOgO_-zpa:0_omzz COWdwCAwwwU3ww O O Z � .J LL <~— 2P�Z2wp2U�Q o� o 0 oQZwa U_ O FaU- 0 0 0 Z W O ti O ®� M Q U) M o � �(n�l��. W I— ry cy) 00 >- ZC� ? w W Jc:) 0 A I I m i ; n � � N O o0000 N f� d N � O N M •— N M N N � CD c N O ` \- co O m O O r N O N O z O Wo 0 0 0 C. LO > N co to i i z W QZ O W zw woo 1�0 O U C)uz�5 Ln-0 ::)z5; owo —0 � Q Z ara Q Ln = W m=w (V zoo . N W Q < I_— Z) zwo U gww Z ZLL O U z z z W w J 0 LAST PLOT DATE z O April 21, 2022 EXTERIOR J ELEVATIONS & ROOF PLAN B ELEC METER FIRST FLOOR ELECTRICAL PLAN (ELEVATIONS A & B 1 /4" = 1'-011 A/C DISCONNECT WP GFI ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST T FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. F NOTES: NLESS 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. 200A INDOOR PANEL CENTER 00 #15 copper to lights & outlets 1 00 AMP 200 #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer METER 2/0 or 4/0 SER Alu MAIN O 200 amp 150 amp Disconnect POWER CO. FEED 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to footer steel UNDING PER 250.50 AND F 250.52 NEC TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS SEP 0 8 2022 VIRTUAL 11 t,. VirtUZ-11 � tP t 5-- { li-i(;. Plan: Rev',,:; ?,v for Compliance v.lil l 7th Edition by Debra Anrlt; Klahr PX2300 ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH SWITCH ° 4 1 /2" DOORJAMB DUPLEX OUTLET TRIM--- BASE--- NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: Av WALL o Z _ \ k r� SMOKE DETECTOR MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT HORIZONTAL 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET -VERIFY W/MANUF. SPECS FOR LOCATION & TYPE TELEPHONE OUTLET AT 12" OR AS NOTED —�} TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE STRUCTURED WIRE OUTLET 6 SWITCH AT 36" 9 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" —0 PUSH BUTTON FOR GARAGE DOOR OPENER DIMMER SWITCH AT 36" -17 PUSH-BUTTON DOORBELL CLG MNT LT FIXTURE -�- CLG MNT PREWIRE - FIXTURE BY OWNER -}- SURFACE MNT FIXTURE WALL MNT FIXTURE NOTE: 40W A 6" ROUND OPALEX - ALTERNATE TUB/SHOWER CANS MAY BE 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY N 50W MR16 4" LOW VOLTAGE OWNER 50W PAR20 NFL 4" MINI ROUND RECESS �0 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL } CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ cs SMOKE DETECTOR SMOKE DETECTOR -U-18- UNDER CABINET 18" cS-18= SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP U-36 = UNDER CABINET 36" S-36 — SINGLE 36" FLUOR STRIP D-36 — DOUBLE 36" FLUOR STRIP S-48 SINGLE 48" FLUOR STRIP D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT FF24:F9 24" VANITY LIGHTING 'tom 36 :;� 36" VANITY LIGHTING 48 48" VANITY LIGHTING ® EXHAUST FAN/LIGHT 0 EXHAUSTFAN p� 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 ELEC PANEL VACUM OUTLET AT 12" CEILING RETURN AIR ID A/C REGISTER ® THERMOSTAT IB 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. n,_o . s jr. 6 M 0 aR C` 01'as \ �4C } to N �^, E 0 i W L Cq (CON v N V "' v� A� E s o Y/ � O i o �- FD �Q •N LU QN C L �O Er� 7W V N F- a -0 W 0 W w �w� w _j w2�0 I— Q � J z fr �02_j<UO� O IY a a _1 co n O<Z'M2U�H< an(rOz0x00ihz J U OZd wwEi3fr J<WFnWO z�o Dnw 0J a<OQ LL O w Y 7 Q OQ oQQOf Q Q LL O O z 04 O1- U) ::) ti z 0 M O Q w M LO 11. (/) 2U)L L_z ti < W M Z U W W j O O d' I I I O o0000 O O N N r N N N O (`7 M � C) O C) O r N O N O I i Z 0 L0 w O o N 0 ('M o �F O Ln I ; zZ W Q w O W zz � M ♦-a O 0 0 U U U O ozj z or 0-EE(L Lr)= w=Q (D � c� 0 °o= W <F� . . N Q O UaZ gww z Wz QI=- J OU _0 F. W z z z � w J 0 LAST PLOT DATE April 21, 2022 0 1 ST FLOOR 'J ELECTRICAL PLAN 6'-5" 5' 5'-10"1 N zo BEDROOM #4 BEDROOM #5 /' '___1 0 BEDROOM #6 6'-7" OWNERS BEDROOM CV . i;o BATHROOM 1 1 -7 I 7 #2 �. GFI A I iAHU /\ CS L— �J A \ LIGHT AND SWITCH IN ,69ATTIC 8 5'-11 " EDRO I I I GFI IM 3'-9" GFI& LAUNDRY LOFT F 1'_7" / cs / --- -- --- -L OWNERS BATHROOM T01ST ^, r;Fi FLR ELEC SECOND FLOOR ELECTRICAL PLAN (ELEVATIONS A & B' 1 /4„ = 1'-0„ ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST 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. SEP 0 8 2021 VIRTUAL R E v tv �^; Virtual Re\, IE?', a QSS`CI. Illo. Plans Rev<ie p,/ roved for compliance with tht! 2020 FL-D;` 7tb Edition by Debra Anric Klahr PAN'2300 ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH r SWITCH Uj ° 4 1/2" DOOR JAMB DUPLEX OUTLET Zh TRIM o 0 BASE 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 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 0 FOR LOCATION & TYPE TELEPHONE OUTLET AT 12" OR AS NOTED 4 TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE STRUCTURED WIRE OUTLET -6 SWITCH AT 36" 6 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" -p PUSH BUTTON FOR GARAGE DOOR OPENER ---a DIMMER SWITCH AT 36" -0 PUSH-BUTTON DOORBELL CLG MNT LT FIXTURE } CLG MNT PREWIRE - FIXTURE BY OWNER -�- SURFACE MNT FIXTURE -} WALL MNT FIXTURE NOTE: ND OPALEX - ALTERNATE TUB/SHOWERCANS MAY BE 41 50W PAR30 NFL 6" WHITE BAFFLE USED IF O APPROVED BY 50W MR16 4" LOW VOLTAGE OWNER 50W PAR20 NFL 4" MINI ROUND RECESS �0 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL A} CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ cs SMOKE DETECTOR Q SMOKE DETECTOR r-U-18= UNDER CABINET 18" cS-18= SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP U-36 - UNDER CABINET 36" S-36 - SINGLE 36" FLUOR STRIP D-36 = DOUBLE 36" FLUOR STRIP S-48 — SINGLE 48" FLUOR STRIP D-48 ^ DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT FF24-;g 24" VANITY LIGHTING rm-=36:;-uR 36" VANITY LIGHTING r-_-4848" VANITY LIGHTING ® EXHAUST FAN/LIGHT 0 EXHAUSTFAN DOUBLE FLOOD LIGHT W/ COVERS AND 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR ® CEILING MNT SPEAKER M CHIMES (DELETE W1. INTERCOM) MASTER STATION ELEC PANEL ® VACUM OUTLET AT 12" CEILING RETURN AIR E3 A/C REGISTER THERMOSTAT 011 SECURITY PAD :LECTRICAL SPECIFICATION NOTES: :LECTRICAL CONTRACTOR MUST VERIFY WITH THE ;PECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT IXTURES SHOWN ARE FOR LOCATION PURPOSES. �.: : ° a e AR0 , 4 fip n, LO "'A) E 0 010 `- W 0 )M 7 N -0 -0W CO E`� _CO o 2 o ° �.0 Q t .� — N n` W L 0O Eri a � w 0 W ow0hw -zw DQ W XQ~ fr z of��2OaQZLU010 aa H �a'0<122°o�Q¢ �0z0oomz �0W�WwW� OZ Q�a<ujK� Q LL ❑ 0D<w00 0<LLQ O LL 0 0 N Z O� _ ti F co O a w M � �LL ti W M � IL zv� Z Lu W0 O d0` t t I t I � , I t O o0000 O O N N N N N N N � r (h M f O O CD CD- O N (0O N I i z O wo > r A lV O M O 4 O t(') M�CT W vJ Qz O zw W o O O_ -1--r 0) 0 V UU� Lo z)zj owo _azaQ r a rl F— wLr)=mftw2L N w p~O �OM: W >- 0- QED ■ ■ CAI 0 2-2 zwo � a-ZLL z az Z U � 0 0 zA6m2't z z z w J LLI 0 LAST PLOT DATE April 21, 2022 z� J 2ND FLOOR ELECTRICAL PLAN STRUCTURAL NOTES NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA 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 THESIE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM ) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZAP.DOUS 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 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE 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/0 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 14.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1, LOAD FACTOR DESIGN: 3. I. 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. RE;NFORCING 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-1-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. MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) 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) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. 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. 4.16. 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 7116" 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 = 1,850PSI 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" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and back -fill 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 - CoQncrete overpoor and mortar along the foundation perimeter must be removed before 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 1'-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 N =140 MPH) TYPE: 5B SINGLE 9x7 +26.3 PSF / -29.8 PSF DOUBLE 16x7 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF 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 %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. SEP 0 g ZgZZ \/R,/\ VIRTUAL RE11 c I: 1 VIrtUai k,- ie` r A,S Lj Inc. Plans Rev;lt q and,-,-) roved for compliance With 0-e 2,020 rD�7th Edition by Debra Hnrl� Klahr PX2300 � 4 d `•a, � �, Af, w^ % � o N (N LID 00 icy z W _ O p W p Z Q �IV) ^ > o o W L L '0"! u 4- (n O M V co -coo m E .L 0 S o } U' O a a .Ln n, w a N U N C: COo Eco W L W pLI C WOF- rQ of _j W ZW Ur W Q U W02_,a0<W<,C)0��0 Q I- p00QZLLU_ p~aQ 0w�w0ZOw00O°ZZ U U) O Z cn o cnLuW rn X¢Z�L) QFQpWQOZWZOW0oa LL OW �F P �Wp 0 � oQZga Q 0W u ¢ O �QW O O Z W O� p1.-:�o Q � M L aU)LLd� U W Ln i- of 11 ("M Z O� a. 2 T- Z C) W� LU J � (0 I F I O N O N O N T N 0 N 0 N 0 N 0 N N r r co M 00 C) O C)r O N o I I I z 0 WC)0 0 C) I I N M 00 Cy, �n zZ vJ aZ W O Z W0 000 1-a 0 U �0� 1 n 0 M Z 5; 0111- V / Z OF-0 aka LU�Q '� ^ I / = = pW0 W F- 2 N � p~0 ZO= W %- Q�co Z) . . N 0 Zoo Z 0-Z� �Z IVO z FM: - 0 0 Z Z SNO Z W J I,, O V_ LAST PLOT DATE Z O STRUCTURAL -I DETAILS THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH E PANDED (METAL LATH ATTACHMENT, METAL LATH -- . — WALL SF EATHIN�G 1 1 '• I I i t 1 .1. S .!� ! I 16GAO-1'Z' LONG (3/4"-11" CROWN) STAPLES @ 6" O.C, VE,RT BETWEENi l hiAx l I II ! I '_-_ 16GAx1-112" LONG (3/4%1" STUDS (NOTED THIS:—) - OFFSET I I I ! ! l CROWN) STAPES (' STAPLES BETWEEN STUDS AS SHOWN �. _ 0,0. VERT INTO STUDS (NOTED THUS:-) METAL LATH ATTACHMENT DETAIL REV, 09.24,21 SCALE; 3/4" = T-0" DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 70 .7.1 LATH' ONLY APPLIES TO LENINAR TPAjJAX*" 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. 1001 \ TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE 5'-0„ 000 a - 0 STUB -OUT FOR 1'-0" o o -1 GAS METER O o Lo � � O 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. T-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) 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. 13'4" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE O, . N J 15/32" CDX co + + + Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking x 1/8" gap ° x FILL CELL STD. 90' HOOK BOND BEAM W DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking x 1/8" gap ° x FILL CELL STD. 90' HOOK BOND BEAM W ...... ... .. ........ ........... STD. 90' CONT. #5 > CONT. #5 HOOK BAR BAR OOC #5 CONT. ... ...... ::_.. FROM r7FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min.} Small 2" min. 2" a gap m x. � 4 max. I Clinch nails -IV 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. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. 2x required when indicated or 4" max.-: 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 t. WEB STIFFENER DOUBLE JOIST CONNECTION top flangeuthcuis. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ Inane N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below! consideration. Check local building code for appropriate 1/16 details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam QD NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES —� DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Provide adequate bearing for each lapped joist. Od 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) _214— :T C0 Cfl 6" BE 1Y2" ROUND HOLE MAY 6€€ 6 € DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yz" 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 1Y" higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — Round Hofe Diameter (in) 2 3 4 5 6 7 8 6.675 10 11 12 13 Rectangular Hole Side (in) 2 3 5 6 8 9 0 Any 16" joist Span (ft) 8 V-0" T-1" V-2€€ 1 2" V-3" V-3" 1V-7"€ V-11" 2'4" T-9" 3' 2€r 31-7 12 V-0' V-1" V-2°' 1 2 V-3" V-9` 2€-4" 2'-11" 3-7"€ 4'-2" 4'-9" 5'-4" 16 1'-0' 1'-1 °' 1'-2" 1 -2 '-7" 2'-5" 3€-2" T-10' 4'-9" 5'-7" 6-4" 7'-2" 20 V-0" V-1 "' 1 r 4" 1 2" 2€-0" 3'-0' 4'-0" 4'-10' S -11 "" 6"-11€, 7"-11 "" W-11€€ 24 1'-0" 1'-1" 1'-2" 1 -3" 2'-5" 3'-7" 4'-9" 5'-10" 7€ '€€ 8€€ 9' 10'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT, DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1 Z" 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 BearingLocation Series Depth End Intermediate BCI5000se 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® 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 BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/ " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPS( w/ (22) NAILS 1 5/8" 0 THRU BOLT SIMPS( w/ (22) NAILS l R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGTTO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. 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 to, flange. Jc v/ \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1l4%2" gap Backer Block "Top Mount" "Face Mount" Fucker block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist p T depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM-/ SEE PLAN FOR--'°• a . • e . 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. 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 PENETRATION zf e.1 1• i i ° I 1 � ° I-1 )E I I I ICI' T— F� J L� SEE FND. PLN. SIZE & REINF. 12"BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE ° d }--- ---------------------- 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 J4111 —1 � d d I I SEP 0 8 2OZZ SEE FND. PLN. rRI\ SIZE & REINF. J. VIRTUAL RE��'t Al -' virtual I � iE ' SSIF4 II1C. y°"� grid:: , ;OJed Plans Re for compliance \Nith ti,e 2020 F 5­7th Edition by Debra Atlntz; Kiahr PX2300 N N O a N r �t• ti € ''g5y 00 r k c r r"�R:', W '+ t W o z Q � o^ o W L c 'O ^ u tM� di 0 Ci N VA _a-o_ w - O u o 0 O �o Q UO� —t .N V W Q� co coE ' .0' 7� C; -0 W U ow vi WDF- F-Q W � o_gQ~zo' U Q a QOX Q��0�w�LLUpO-,O Q°O ZLLLL0z20 F-Q~ 0 0W W WOWLpWFnQ W Z) Q<QpWQ�zWzO�ona �F-� two a Lt- oW O� oQZLQ LL Q O Q LL O zW 0� _>u/)o �U)�CMO Q LO � 2��ti z W < Lid F- Q. M Z C) Wz� W C:)J O r I o 0 o 0 O 0 0 N N N f� co 0�0 C) O) C)o O N l ' l ' l z O C W o 0 0 0 I 'n L/ W N M -i CO } zZ Qz C)zW 4_0 W C) 00z0 O ()0�5 .i.� Lo^ 0 Z)zj_ 0 o z 0- y , coF-W Ln V F- N � 00O W 0- . . N 0 2i§2 zoo r z C)0- LL �z _J pU 0� co z N 1 Q z J W `004 O LAST PLOT DATE .. z 0 STRUCTURAL -- DETAILS — (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" 2x SUB FASCIA BOARD PER CODE (OR 5/8" .N.O. GYP. TYPE "X" @ GARAGE EE SOFFIT W/A HABITABLE ROOM SHEET ABOVE) W/DRYWALL SCREWS @ 7" O.C. 8"x8"X16" KNOCK -OUT CEILING & 8" O.C. WALLS BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT INSULATION PER CHART ON FLOOR 8" C.M.U. TYPICAL PLAN 1x2 P.T. HORIZONTAL NAILER TYPE "S" MORTAR STD. 90'HOOK (SEE DETAIL) ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS U.N.O. (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER U) 3 1/4" BASEBOARD u_ rr MIN. 2500 PSI CONC. SLAB w a. MIN PSI MAY VARY PER Ln MUNICIPALITY. 04 4"x4" INSPECTION PORT AT CONCRETE SLAB W/ 6X6 EACH FILLED CELL TYPICAL W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE L ° 00 OP 6 MIL VAPOR BARRIER III D COMP. SOIL. (COMPACTED TO "0-I I I I =1 I I=II1 11= MODIFIED PROCTOR III I I I I1=III—I I III NOTE: EXTEND DECO FINISH ASTM D1557) 4" to 6" BELOW GRADE (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. 1'4" (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 2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS � z M �'-' I I I I I=1 11=1 I I�:. �`• I I 1=1 I I- �-' "' -III=III`4 4' I °° �' 11=III �.e •, ' :: III -I SEE A/S3ORJ/S6`_1—LiIiiii—h1-1, -rIFilil= FOR REINF. INFO. L 3" MIN. CLEARANCE 1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS 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 � D =1 11=1 11=1 I I -I ' 1=1 I I -III -I I I -I P� ' 1 I —III —III III —I 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 & @ 6" MAX FROM END OF 2 x PLATE .6x6W1.4xW1.4 N WWF OR FIBERMESH I-III-11=I I ) I I o II 1 1=1I1=1 r TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT GG 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 CV ELEV. 0'-0" OL 1E =�ILL�L 11 a 4' A.F.F. A. 0 ,�rr�� .A , p' 4" a . ELEV. 4-3 1/2" ° ...a ° ° ° A.F.F. 0 'a e'° .e : 4 - 2X4 CONT.a '° ' ° ... '° - LL e° 4 - . O GARAGE DEPTH VARIES °' a A. A. .e4 GARAGE SLAB AT STEP rB SCALE: 3/4"=V-0" 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2-0/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2" 3 1/2" MIN00 ' D Z � ° D C°' 3 1/2"(min)- 4" I I] I 1- a • —1 I I III —I 1I- _ '-III=III I II=(2)#5CONT.IIIIIIII�III 4" 1' 4" 8" U.N.O. MIN. TYPICAL BEARING WALL 0 STEP (c SHEARWALL SHEAR WALL" SCALE: 3/4"=V-0" TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.G. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH 1/2"(min.)- 4" �y 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 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 2-0/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION 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" WWF OR FIBERMESH �3 1/2" MIN. 1 p ° . _ z b _III=III=III='31/2"(min.)-4" 31/2"(min.) - 00 4" III- I-1 �' =1I I it I I I I 11=1I 1=1I 1=1I I III -III '' (2) #5 CONT. I 14„I 1„I I I_,1114i II I III IIlly 1II-, U.N.O. MIN. TYPICAL BEARING WALL @ STEP CC SCALE:3/4"=1'-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING _�\v " NAILED W/ 8d COMMON NAILS @ 4" O/C ens 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 8" C.M.U. FORM SUBMITTED WITH PERMIT 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ccli >< LAYERS W/ TOTAL THICKNESS 7/8" OVER "J" 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ 24" O.C. VERT. OR 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 WEEP SCREED INSTALLED BAR 2x P.T. PLATE ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR a � GRADE `, ° ° ' ° z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi ° D FINISH GRADE 00 [GRADE 60 MIN.41 Fy= 60ksi] Z cn v D. 25" MIN. LAP [30" MIN. LAP] o ° - ° °O 6 MIL VAPOR BARRIER -11 I III D D ° _ I I=1 � 711 I=I, __ III —III -I I I -I I I- O° R 1 7/8' —\ °° °° I-III-III-III-III-III=� , N z #5 REINFORCING BAR ° ° III-III-III-III=11 I -III- z I I I I I I I D. _ _ _ I 1=I 11=I I I=111=1 I I: T III -III -I 1 I-1 I FEE z #5 LAP SPLICE o° g ° ° ° I -III -III -III -III -III -I I III=III=III=III=III=III= N III •' D ° - I I=III=III=,,I 111 II I 36" MIN. LAP [36" MIN. LAP] - I-III=I l I=11 I=I l I=IIII ,'' T 95% MODIFIED FIE(D PROCTOR ASTM IIII I I=III=III=III=III=I 11-I l I =III=I1�IlI=III=III=III=III-I 1 I -I I' D1557) I I IlI-III-III-Ill III-� I I- :I I.=Ill-III-III-Ill-III-III-III- TT 1 1 1 1 1 -4 �i1—III—ICI„—iII�II��IIIi��IlI_, IIIII,III-III II1=11� FRAME WALL TO C.M.U. WALL CONNECTION K"D� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" ° � °' a ° � v GRADE °° 1= II FEI I==_-1=1 I 1-_1= -I I I -I 1 I -I 1 I -I REBAR w/ OPT. i— I I -III= I I =SCREEN ENCLOSURE I I I I I -I 11 III -III- '' MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 EXPANSION JOINT 1 SEE A/S3ORJ/S6—� FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STC I IRY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND O.H.D. RECESS I� co , SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 1/2" GYP. BD. P.T. 2x HOLD GYP. BD. 2 1/2" FROM SLAB 0'-0" Q CONT. BEAD SEALANT INTERIOR 2x STUDS @ 24" O.C. U.N.O. s e °. . • ° GARAGE :ONCRETE NAILS W 1 1121/2" GYPSUM WALLBOARD U.N.O. MBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. TAGGERED, FROM BOTTOM INSULATION PER CHART LATE TO CONCRETE ON FLOOR PLAN 01N. SHEAR 180# MIN. CONT. BEAD SEALANT 'ENSION 120#) CONCRETE SLAB 6x6W1.4xW1.4 N WWF OR FIBERMESH co76 6 MIL VAPOR lI I�� i1 =III=1 BARRIERIII =111=1IIII. I I_ '==,111111111111111 ,IIIII; lip 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 REINFORCINGL •i HGO #6 LAP SPLICE 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 W END OF 2" x PLATE 0 W D U J co -II-II1=1II m I -I 11=1 I �I I I w I -I 1=1 I I I-� D• n ' —III—III III —I ° REBAR DETAILS F SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR &LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 P.T. PLATE g a 7/16" o.s.a. COLUMN LOCATION 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE Q Q > w SEE PLAN FOR STRUCTURAL W COLUMN SIZE AND BASE o w CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN d w/ MIN. (2) #5 VERTICALS r, FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) 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 I I -III -I I I -I I I- III I ii= It= I 1=I r (2) #5 CONT. =III II I I1=1 I , , , I I III, ON 3" CHAIRS TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR VHKItS 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.)T1 WWF OR FIBERMESH—}I e. -IIIII III III; N-T a = 11=111-1I1-1I1=1 I I I I I. c N� III 41co 7 a IIII E SEE A/S3/J/s6 411 „III, 11�II III „� 1811 FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. rm_�� SCALE:3/4"=1'-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. 00 GRAD d ° M — — — .4. r� w °• 1=1 I I-1 11=1 11=1' Z= III-III-III-1 I w a_ w Wi I 1=1 I I I 11=1 11=1 11= Z BRICK PAVERS or SLAB PER p o x =II�1 ! ' ° —_— ' - z_ Q COMMUNITY SPECS LL � ° a — — 0-0 FIN. FLR. — � 1=1 =III -III -III -III I I III -III =; FOOTING k � -III III -III -III -III -I I I 11=1 I I -III- � �1111 I II I III I III I III III ,� I ...III=1 I I-' BEYOND .. PAD REINFORCEMENT 3" MIN. CLEARANCE ••..'4 •a:. , SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH CONC. PAD INFO. ' ' � �� :• SEE SCHEDULE TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL K�N� SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. 13 SEP o 8 2022 VIRTUAL PEI! q VlrtLical t-�,•o;b is . G �.SS=S{ 111C. Plans Re%,", q ecru _: and ',a,_,Pro d for compiiance with the 2020 F ''_�, 7th Edition by Debra Hang ; Klahr PX2300 ` N O N I a � �pa t LO CD LO \ 4. # Ln a ARt zi Q a p w 0 z Q ^N o ^ o z � C., NV Q-000 v '03 W E- :E o 0 2 o Ou-o 9Q i o Ecc 6" 5 7� W ow ILL! �; Wor I—LLI Q � J <,g,-zo, ( W WS_2403:0YULLUOR�O o 0 o I— �W0WoLLoWo0mo=QQ _ I— ? ii Z ZZU U) O z U (- U W W U Q' Q J <o- 22 FDZ2WZ20oQ o 7) oQ WQ OW LL Q O F- LL O Z N OW (n O cM O Q Lid � r-- ^^ LL Lp c' J Z V Wz3: W o J � d- I I I o 0 0 0 0 0 0 M M OD CD 0) o O T N o 1 1 1 ' z O Fn W o 0 0 o I I I LO �\ > c� ri I Co 07 z Q Z O zw 4_ j 0 W V 0OO UUU ^ Lo 0 ozj_ 0W0 Z V Im—~� (V Zo0 W <~_j Q 0 zoo �N - � z V _jZE �z Q F_ J OU 0 co z z z z w W J o LAST PLOT DATE 04 O z 0 STRUCTURAL _I 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 i SEE PLAN FOR SIZE 2x DEAD WOOD @ MID POINT w/ (3) 12d TONEAILS SPACED V EVENLY HEADER FLUSH TO OUTSIDE OPTION "OUBLE 2x TOP PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAILri SCALE: N.T.S. SL� 12 SEE ELEV. SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD CRICKET AS REQUIRED I� SINGLE 2x CONT. BASE �I PLATE W/ (2) 16d TO �I 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 @ 2.4" 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.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL 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. Sq REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW g KNOCK -OUT NOTCH LINTEL WHERE REQUIRED 7 BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT / 4 < ° . a ., 4 a a. a a . 8„ STD. 90 HOOK g LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN U-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 10 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. 03 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4„ FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J a k0 _ W �\\­' w > 0 FORM CREATES CONCRETE RECESS TO 2X4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGE FLOOR •„- TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. . 4 SCALE: N.T.S. POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. INTERIO WALL C EXTERIOF WALL 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" �❑ ❑ ❑ SOLID AREAS ARE STEEL AND GROUT DOOR OPENING ❑ ❑ DOOR OPENINGOF A ❑ ❑ niC ❑ ❑ ] ❑ ❑ ❑ ❑ Fol 1ST COURSE 2ND COURSE V 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT rD SCALE: N.T.S. SL� N 2x CRIPPLES @ -� 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" 0/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) 30LID AREAS ARE )TEEL AND GROUT ULL 8x8x16 BLOCK )OOR OPENING -CL VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET rOP a 3ARAGE IOOR W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) 1 (4) 1 (2) 1 (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1(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. O� SIMPSON HTT4 TYP. 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. Sq 12 (�'P) SEE ELEV. 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 BARRIER SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS - - - SIMPSON HETA20 w/ (8) 10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT L IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2. P SIMPSON SP4 �01 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL 4 SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF • 48„ SPLICE STAGGERED •%v -10d @ 8" 0/C ATTACH ALL J EXTERIOR STUDS W/ (4) 16d TOENAILS TO TOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. F= 2240 LBS �h SIMPSON C < P.T. _ATE SIMPSON SP4 SP2 SIMPSON K. 10( ST --J- M' TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTELT E. NAILED INTO TRANSOM FRAMING SIMPSON `SP4 / SIMPSON SP1 SIMPSON SP4 4— d a a 2X8 P.T. BOTTOM P TE SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 LBLOCKING USS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END w U 'v z a 2x TOP PLATE V2-16d 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 WALL j SCALE: N.T.S. S4 SP4 2X TOP PLATE OVERLAPPING NAILS @ 6" %GGERED 3OLTS @ 24" O.C. \X ?X P.T. PLATE 5/8"xl0" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 " 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. I&NUT 'OXIED A.T.R. '& NUT DXIED A.T.R. I&NUT C ROOF TRUSS ABOVE /- 2X BLOCKING �(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. C MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING ° ° BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES ° E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE uu 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR � SCALE: N.T.S. SEP 0 S V � VIRTUAL REf t Vlrtuzil kdN: de Plans Rev_­j c.clln : «r and-, )Ipr for compliance with ti-e 2020 rLD"3, 7th Edition by Debra Anot; Klahr PX2300 i N O m; - N d @J t . L �, LO C)Y�t� 00 LO a it a z w O o w 0 Q nN > LO F W L �_ .O r? u co V -0-0 m M A� L z CO j Q 2 o rnrn o O �0 Q VJ■ —s .N N u6q W U W Q- N p S✓ of L iD �_o m -0 s— a W W LLI Uj W O- 8Q W �Q~z� ����aOaWaWU0,0_j0 Q < U J�°<ou-000m�zaa 0 O z EWdwfQLLJW WCnly- ,, J U) Q<QpwQ�zwzOW�Da ��� �Wo a LL oW �QZ<a ILa O FaILL. O O CN z W OF- J r-- O�:CMO Q M LO (!3 LL__z 1` < ui < lq CLm z C) W LZ J O CD I o N o N O N •- N o000 N N N N N ti C)N r co CID o 0 o O - N O I ' z O o 0 0 o I I I LO w > N M V 00 ♦�1 zz VJ Qz (0zw -1--+ -1--� W V 0 0 0 0 O U U cA L O 0z5; O�❑ -� z 0-a of Ln = LU=w Ln ~ F-�0 N _ � �00= N W�� O Q QUJof (� UJ " a z z �z noo U J 0 OCL z z z z W w C) C0 0 LAST PLOT DATE 04 ■ ■ z O STRUCTURAL -- DETAILS SIMPSON HGAMV W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (i 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 —� 45°± 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° ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO§§ BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL SYP#2 "L" BRACE TO RIDGE FASTENED AT AKER2x8 EXTEND AT LEAST 90% OF EACHJOINTW/(3) "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ @ AT LEAST 90% OF WEB APPROX. 8" FROMBOTTOM 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) 1 Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. '� BLOCKING 7/16" OSB SHEATHING END 7 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 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 AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS)EDGES MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 1 Od & (2) 1 Od 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 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3" �:2x4'7" ON TOP OF PANEL @ 4" 0/C SPACED 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 10d 3" 4" O/C 1/2 x 8 J' BOLT @ 32" O.C. MINIMUM 6" FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 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" 1Od NAILS & (4) 1/4"X2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. TITEN ON OUTSIDE 15� TL 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 X-BRACING, AND TOP cn SEE STRUCTURAL CHORD BLOCKING N - _ NOTES AND NAILING INFORMATION `° SCHEDULE FOR Ix SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSESco 1. 1/ " 2"x4" CROSS BRACE (2) 16d NAILS L APPROX. 8" FROM 2x4 RAT RUN BRACING 1 1 2" 1 12" x RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS ATTACHED W/ 2 -16d NAILS @ EA. END 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 @ 48" O/C FOR THE (2) 16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207�, L = 4 1/2)� OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 314 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL ILK OF THE LAST LAMINATION SPACE AS SHOWN FOR 3-PLY ( ) �� �� 2x4 T ON TOP OF PANEL BLOCKING FASTEN WITH 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION EXT. WALL CONN. @ 10dx3" @ 4" O/C NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS $ SECTION ADDITIONAL INFORMATION. 41NIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2) 16d PER JOINT CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 GABLE END BRACING DETAIL 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/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ri 0 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERE WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES SCALE: N.T.S. -MINIMUM (2) 16d PER JOINT \- MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 1 Od @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) x @ 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 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/ 1Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION (2) 12d TOENAILS 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 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d TOE NAILS @ EA. END 2x4 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2) 16d TOENAILS (2)16d NAILS MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C SIMPSON HGAIOKT w/ (4) 1/4"x1 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) 1 Od NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. S5 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMIOKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • 0 z w BRACING w/ (3) 1 Od 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.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.0.) "L" BRACE 24" 0'0" - T-O" T-O" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES (TYP.) \--CONT. BEARING "'.... GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE 'IT" BRACE r7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. d w w 0 v o w d m o a 0 d w — — — — O � o r ----w o X ----0 w NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN 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 SEP 0 8 2022 .E VIRTLAL REV k,V _, VirtUcal k&\, ie , k ACS`S{ inc. Plans Rev'-ccin - k-;,e, an I a lr r ed for compliance "itl-I U-e 2,020 ,`i _, 7th Edition by Debra Hnot; Klahr hX2300 2X4 LEDGER ---SIMPSON LSTA18 WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION @ 16" O.C. .F a c f� N N 04 04 Ln �.00 O z w env ••\ h 0 ..s'•+rd w Of 0 z Q SIN � o ^ o W L .L -0 1? u MN C6 N V -ggo m W L O � 0 P o Oro NQ . 0 W C) " U n` N � W L p E ri a 0 W 0L U' LLI ❑LIJw Uj WON �Q w w�Q~z� Don-.-Ifn0�w�nIU00LL Q � JO 0 Q X u O_ O t— ����OZOaf00, zaU F O (>1Wduj W W(nof z J co J<< WQFozwzO���a- ��� 2W6 LL oW of o D oQz a u_a o �QLL O O Z W 0� ES m O Q U) co � LL It co Z V wZ� Wo J O m CD co r N N 011 N o N N o N c N- 0 N 0 N N I� O co .- M N r 0�0 O 0) O O — N O ° z O w o 0 0 o I I I ,n V/ > N M Nt 0 i- Z Z 4Z W O Z +�-+ O W U LUoo UUfn 0 0zj 0I._0 Z a�a r Q � lea ��/"�� Y / WW~ CO (D ZE N O °o= W Q O QLu� - �N U 0- zLL z �z J OU O o- m z S5 Z z ui 0 O LAST PLOT DATE 04 O z O 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 II (#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" O.C., 2 ROWS 1x2 NAILER w PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT >< co FOR MORE INFO w 16" O.C. 2X S.P.F. STUDS o = W/ (4)16d TOENAILS TO TOP PLATE O 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 Z. 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 J M w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD LL = INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 g R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALS S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT ER PLAN 0 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 STD. 90 HOOK (SEE DETAIL) 8"1 CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) C) 4"x4" INSPECTION PORT AT w a EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. a o- AT GARAGE CONTRACTOR BASEBOARD N TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 4"to 6" BELOW GRADE c d a . 2!! FINISH GRADE ib m--I i—I 11=I I I —I � I —I 1 _I 1 I III d _—_�-m 00 6x6 W1.4xW1.4 I II I I I M1 I I —I I I —I I I I I I MI I I —I I I —I I I- C)z T WWF OR FIBERMESH I� II I II I II I I I II I d I I II I II II I II I111- I —I I �I I III III —I I I I — 111=III—III=III- �II, ; ,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 ,1 SCALE:3/4"=1'-0" S6 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUDF,,. 2nd FLOOR W, BEAM/GIRDER 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 1 Od x 1 1/2" TO BAND JOIST AT EA. STUD A / 2nd FLOOR WALL *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST 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 FEND SHEATHING TO )F BEAM OR GIRDER ,TE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 1Od @ 6" O.C. NOTES: " USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/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) 10dx1 1/2" O/C FOR THE 1ST 2'1 OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1"' ^ 2"x BOT. PLATE (2) 1 Od @ 6" 0.( PRE-ENGINEE FLOOR TRUSc FLOOR CONNECTION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8) 10dx1 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. TR RIBBONS DETAIL (FLOOR TRUSS) 60 SCALE: 1 1/2"=1'-0" S6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION (1) ROW OF 2x BLOCKING @ MID HGT. FOR WALL HGT. 5 8'-611. (2) ROWS OF 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'1 SIMPSON SP1 w/ (10) 10d 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: FFTF- zo s Idill I II i 11 I III, I I II I II I 1 1 11=1 I 1 111 11111 (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"=V-0" S6 ADDITIONAL SLAB INFORMATION. w w 0 0 co B 15/32" OSB EXPOSUREI SHEATHING x PROVIDE x BLOCKING AS REQUIRED PER D o SECTION X-X IF ui NOT FULL H HEIGHT SHEET C Z z G FLOOR SYST M (2)- 2x TOP PLATE �l BEYOND I 15,32" OSB 4-1 EXPOSURE 1 F SHEATHING w x SOLID 2x C BLOCKING @ ALL o C SHEATHING 0 EDGES (SEE U) OPENING SECTION X-X a0 C x l w x E w 2x STUDS 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 IAIA1 1 r1 ri/nr1^K11 riAriARA 3/8" "S" -NAIL 3/8" SPACING S 3/4" S 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 VER77CAL BLOCKING SECTION X-X SF A�Np%L �N 2x CRIPPLES @ — 16" O.C. W/ (2) 12d TOENAILS Ti 10d NAILS @ 8" O/C TYP. DOUBLE 2x — CRIPPLE STUD TYPICAL (U.N.0) 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 Y8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT J PENETRATE SURFACE MORE THANY8". u) ? OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL 0© NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL T Il = @ NAIL OPENING PERIMETER w/ (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. o w/ 8d COMMON NAIL J w 0 F PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER LL ¢ O ¢ cl O 'n w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. ai 0- m LL ' @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N w 0 0 ~ MEMBER IF GABLE END `✓ LL NOTE: WALL SHEATHING INSTALL. C . S6 & NAILING SCHED. REVISION 12-7-2020 / 1 S4 BOX HEADER ONLY oFNiFR�oR Nc SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"1 OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN • INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/1 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 `t WWF OR FIBERMESH d. d. CV ':° co a . - III —III a 11 .III I III=III= (3) # 5 REBAR ON 3" CHAIR 4" Viiii W/3" MIN. CLEARANCE ALTERNATE FOOTING @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4' 1'-0" ADDITIONAL INFORMATION. M S6 8d NAILS FOR WALL SHEATHING MUST BE MIN .131"X 21/2" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 1'4' (1) (2) (1) (2) (1) LSTA30 Ti (2) (3) (2) (2) (1) LSTA30 9'1 (3) (3) (2) (3) (2) LSTA30 - PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO -2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 - APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 1Od NAILS - AT EA. STUD -2X P.T. PLATE - WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE III I' oZ T 5; SEP 0 0 2022 VIRTL AL RE` cS=��, aI1C. Vi�i;�r I Pd\g'e A. plans Rev. ,_- ��/ � c;er1� .,I ' ""d and i T 1prov for cc,rnplia co � , tl, 2020 rT am': E-difion by Debra w,nn1~ Kiahr F'X230 L►1�; f I V �NLID h 00 LID r ! tf Z 2 O w 4 1 4 0' � Z Q Ln (D L0 E 0 '0 C? (�') N - N (n co V 0 O 0O 0 - t co w t O O O jrn�! � O O 0 VN Q —t u60, } �tn V w Qv 4�L_0E" 70 t) 11 W W 0 LLI Uj w 0 1- H~ a�J �QYzD_ � 0 O<< U 0 0 0 of Q Q U coJLL <00x Z�LL_0Z20C,I-¢Q E- OcAw§OZOw00-crmZz U cn d U) w w C0 (0 Q z Q<¢OwQ�Zwz°�V0a �I-I �wz Q Li Ow Ow 0 0Q O¢ LL Q O ¢ E-- U- ;I� O O z W O� (n O U) COES F2 C:)Q LO u) ti L(� I—ofQCC.M - 0-:>: Z CU z W wo J O d- I I I ! I I f I f I I I o CN 0 0 C3 0 0 N N 0 N N N O — � N �m 00 C) 0) CD- O N C3 I f , Z O C) 0 0 0 I I Lo0-1 > 00 Z� Vi QZ O Zw -4-a W 4-1 WOO U � p ow— z Oro aka W_ Ln = W=w (7 f-12 N Zoff . . N O Zoo z C) aZu_ z rJ7 Z U J W Q z z w h WS6 J o C14 O > LAST PLOT DATE Z O STRUCTURAL -- DETAILS - MONO 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER P.T. TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. 1 X 4 APPROVAL FOR CONN. 1 x4 3-1/4" LONG X 3/16"Ql 1 x4 P.T. FURRING 3/16" 0 X 3" LONG TAPCONS FURRING (2) ROWS 3/16" x 3-1/2" FURRING TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING „ 1 DETAI I_ O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL 1x8 w/ (2) ROWS 8d NALS 11 3 DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. DRYWALL DOOR JAMB (REFER*2" EACH END W! MIN TO PRODUCT TO PRODUCTDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16"APPROVAL FOR CO (2) ROWS 3/16" x 3-1/2" x 3-1/2"TAPCON @ 16" O.C. & 4" FROM EACHTAPCON 01x4,1/2" 1x4 16" O.C. & END w/MIN. 2" EDGE DIST.4" FURRIN�° FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" x 2xDETAIL 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 SOLID BLKG. AT TOP BTINN. 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 45A DIAGONAL (4) 10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. CUT HOLE IN O.S.B. FOR BUILT UP PLWD. BUCK ARCH PANEL 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"]�_ SCALE: N.T.S. SS SECTION 2'-0" 8" A -A 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 ) 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 B 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 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL 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. RAID. PROPER INSTALLATION MAX. $ FILL SOLID BOTH CELLS #5 REBi (TYP,) STD. 90' HOOK (1 �I MI , A +5A L NOTCH WEB AT FIRST 2 COURSI "" 'rT ,APAu I T = 805 #FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SIDS 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%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ i 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 i 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 BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) 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 000, 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH ' IF TRUSSES USED) W/ (2) #6 X 4Y2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" =1'-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER (1) #5 BARS CONT. WHERE THIS CONDITION TOP WITH MIN. 3" OCCURS COVER 6-0" F.F. 1=III=III=III=III=III gD. I-1 11=1 11=11 I, ,I 11-1 11— 1=1 11=1 11=� I I_ D D II1=1I1=1II 1-1 I 1=1 11= II1-1I1=1' 1-1 11—I GRADE D. D1111,,111- ° M p z � _ D (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 YP.) THE :S I IAIAr'('C0TAQI C IAICTAI I T1r%KI FILLED CELL INSTALLATION H SCALE: N.T.S. SS -•,.. SEE ARCH PLANAND PRE P_N4� TRUSS DESIC;N SEE NI ITF I HIEL(�w 2x SUB F ASCIA ALUM DRIP EDGE ALUM FASCIA PER PI..AI I I 1-3/4" TR9M PAINTED S,S NAIL wJ 1i#16" HEAD F CHANNEL, -+ - _ DIA (g 24 O-C.. FASTENED PER NO- T E 2 BELOW I .. _ JL CONT VENTED OR SOLIDI SOFFIT CON" 2x4 NAILED TO L 2x. BLOCKING 14AILED TO TOP BLOCKING L /2-1"d NAILS rHORD EVERY OTHER TRUSS W/ 3 120, NAIL TYP. I- ) L G v_/ BUILDER TO VERIFYPROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CUL CAPACITIES LISTED IN THE DESIGN 2R7ERIA ON SHEET 5N, 2 FOR SOFFIT ATTACHNIF_I`,IT AT WALL (PER ALPHA ALUM. INC FL 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO. - cMU w/ T NAIL .097" DVk @ 24" C1.C;. ,! l S!6'l MIN. EMSEDME1`7 - WOOD w 13) 16 GA_ S!4 xVA" GOWN STAPLES @ --V MAX- LO_C_ IN DIAM€ JD PATTERN SUB FASCIA w� Ili 3"A a14 it14 t.ROVVN STAPLE (ci) EACH GROOVE j RAL S SF0� STRUCTURAL � 1 SOFFIT � SPANS - -ALE 4 1 O ( ,h FOR AL III IIIN Put �OFFIT WITH REVf 4_23 2021 i'-4 INSTALL MID SWAN BLOC ING PER THE SOFFIT = PA INSTALLATION CRITERIA '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 2'-6" TO 4'-0" O.H. x (2) 10d NAILS @ 8" O.C. ��ERy-4 TO TRUSS TOP CHORD + + + FyGTy�—PLYWOOD SHEATHING + + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + SOFFIT 2X4 SYP L e n EACH TRUSS CONNECTOR SEE LINTEL SCHED. PRECAST LINTEL SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED @24" O.C. FASTENED TO (MAX. 4'-0") CMU W/ 3" LONG T-NAILS @ 24" O.C. SECTION @ ROOF EXTENSION M SCALE: 3/4" = T-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 6 3" MIN. EDGE DISTANCE RETROFIT FOR MII MSTAM STRAP CC:AI F• 3/d NOAD !I33i-OTONA1\INo z 0 Q LL O w U U- F- U 2"x BOT. PLATE W/ (2)1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) FACE NAILS 1 Od @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAMIOKTA @ 12" O.C. w/ (4) 1/41 1/2" SDS SCREWS INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st4 COURSES SOLID W/GROUT e FOR OVERHANGS BETWEEN OVER 1 1/2" ° CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. �'• a~'' '•. 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 51-011 INISH ° ... jam.. Y - ° D 'EIN #5 BAR D 10" a , aCENTERED W/ D TOP o _Y D .' KNOCKOUT / N _ I. E CHAIR BLOCK I— (—I ° MONO FOOTING I —III D SIZE AND REINF. PER PLAN AND SECTION DETAILS -I CLEAN FILL DIRT D z °.• ° STANDARD o 0 9Y HOOK N #5 BAR IN FILLED CELL ° ssA- NJ STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY EXISTING FOOTING RETROFIT FILLED CELL DETAIL /nX "G..CI IAI !1/lA1/1 SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. SEP 0 8 2022 \\V,IrRl\ VIRTUAL REv-e,:, ' - Virtuai i w\iie r Ass;), -a 91ic. I, Plans Rev'0:.,y any P ,)proved for compliance With t►.e 1020 r �,� 7th Edition by Debra Hnr1� Klahr PX2300 r ° - N NO \ + N d J 0 LO 4 00 00 A w as 4 w 0 z a tno, o ^ E `'? p CO3 v ai `''• 5 in -0-0- w ai �.ro - O B o }V Ou-oQrnrnJU �N w Q::� V p� < 0 o E� 0 0 a W W 0 W LLI to W O F- F-LU Q 0r �q~zW WS2,<0<0 002-jo Z Q CO< 00 awaf gz0R00MQz O O 0wa>zYOZzLLpwa�a 0 'U'^' vJ LL Z QO wO2HF_ �LLID2U�Q oQ o a oQz LL Q �QU- O O Z N OW U ti CMflO Q CM � U) ti lq I— p. M z 00 < Z V Wz� W O O I I s II I I I . I I I I I I 0 0 N 0 0 N C1 M M o o 0 I I I ' z O W o o: o o I I >00 cdi v I I I CT �^ } zZ vJ Qz O zw 4- f-0 W V 000 O U U cn Lo 0 �zj 0�0 Z a�a w w a Lr) = Ln 0 mPw F- ~ O N °o]z W Q�� N 2 0 z13f0 _J ILL �z ZQ F_ .1 OU 0 Fomm m z z z z Lu W cC o r� LAST PLOT DATE N z 0 STRUCTURAL ---1 DETAILS - RETRO FIT SCALE: = 1'-0" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 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 \ �a 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) DR FT Sl 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: 2' = 1'-0" MALL 3YP CUT TO FIT %RS IN WALL 2x12 SYP BEARS IN WALL 2x6 SYP 2x4 PT NOTCHED INTO STRINGER - AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS �I EW "A" SCALE: 1" = V-0" I PT NOTCHED INTO STRINGER D NAILED TO FLOOR WITH GLU STRINGER CONTACT POINTS SECTION VIEW "D11 FILLER STRIPS ADDED GLUED & SCREWED TO PLYWOOD DECKING SCALE: 1" = 1'-0" PLYWOOD 2x SYP CUT TO FIT BEARS IN WALL TEE� � 4----2xl2SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = V-0" SECTION D-D 3/4 PLYWOOD ON DECK --2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAI LEE 2x4 PT NOTCHED INTO STRINGER AND TAPCONED INTO FLOOR WITH GLUE -AT STRINGER CONTACT POINTS SCALE: 1" = 1'-0" 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS iLUED AND NAILED TO STRINGER DRYWALL SPACING ALIGN THIS STUD WITH FACE OF 2ND RISER 2x4 SYP BLOCKING ` FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "B" SCALE: 1" = V-0" -ALIGN THIS STUD WITH FACE OF 2nd RISER 3/4" RISER CUT TO FIT MAINTAIN BETWEEN k AND 2' GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS BLOCKING FOR 2x12 PT UNDER 2x12 ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 4' X 2 aTAPCONS @ MAX. 32" O.C. G.1 + TOP OF 61, STRINGER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "E" E SECTION VIEW SCALE: 2' = V-0" -3/4 PLYV1 ON DECK ---2x8 SYI AND NI FRAMIP 2x4 DRAF STOP 2x4 BLOCF C SCALE: 1" = V-0" 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER "SIDE) TO BOTTOM EDGE OF 2x12 1 STRINGER / --PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC. W/ 2r X 2 4" TAPCONS @MAX. 32" O.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C" SCALE: 1" = 1'-0" - 1x4 GLUED AND NAILED TO STRINGER FLOOR TRUSS OR 2x4 DRAFT GIRDER, FIELD VERIFY STOP -2x8 SYP DRYWALL STOP / p^ \ —I I MUST NOT TOUCH ICI I /1 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 CONN. TO BOTTOM OF NEWEL POST PER CONTRACTOR (2) LAYER 4" EDGE GOLD PROVIDE SOLID BLOCKING OSB OR PLYWOOD BELOW ALL NEWEL POST OR 1 a"X16" LVL FROM JOIST TO JOIST. USE ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. AND VERT. SECTION VIEW "G" SCALE: 1" = V-0" NEWEL POST BLOCKING J 1 /AIM UUIVO I MUU I IUIN Ur. I /AI L%Z0 (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = V-0" ALL JOINT ✓ALL TO R JOISTS) FUD NAILED AND TO TOP PLATE JT INTO RIM BAND, ) AND NAILED TO NG WALL BELOW ALL JOINT ✓ALL TO R JOISTS) 2X SIMPSON MI (14) 10d x 1 1 u NEWEL POST LET INTO THE BLOCK PROVIDE BLOCKING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) TRUSSES SECTION VIEW "H" SCALE: 1" = 1'-0" SEP d $ Z©GL VIRTI AL RE s t e,, - �,� � �.��.;roc. ed virtu ' + ✓ �V Plans e: _. , for cOnIp1IanG3\hItV' tl'c hr F'X2300 Edition by Debra N,rerlt, Kla �., N O N N t� k_ 00 LLO A�; ifj Q �� s e cW e .." O w z Q nN 0 0 • ^ E o Ch v di cy)'� 5 co V Q - d a r� AA,, � � o W O 2 o _� O �} ro 0 Q —i Us3- < .N V w c�� L C) C ch Ui C C) .- F- a 70 W W LLI Uj W O F- F- Q W of z Of wOOO VO OUQi Z0Aw<cnL` OQQzuoz�goF-_QQ i�w�zOwooS�w00WO Z2 z - Qwr)0- w02a;YLL �0V OO jO Q O Q O O zw O� i/) z � O Q � M � 14t LL U) Iti Li? F— 0� IZ co �°-2 � zv< Wz� W J � O mi d0- 1 1 1 O N o N O N N O O O O CV CD - r co t- COCD N � O O) O O T N O ' 1 ' 1 ' I ' z O LO WO CD Nj O C9 O d' I 1 1 ' M CO Z~ Z Z Q W O z -f--+ w ozz O V O woo U U to LO cZ�; I-- 0 -� z O 6d J W W ~ L N OODO �O7- w�� . .N Q O<WW z az z - pU o I- co Z ST z z z W W J r- LAST PLOT DATE N z 1 STAIR DETAILS ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI • 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 PG = 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 U360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED U180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY. 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF 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) Wi 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4AST'-CIq471111 SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8 OB 8F12-OB SF16 OB 8F20-0B SF24-0B 8F28-OB SF32.OB 8F8-1B 02-2 06-1B 8F20-113 8F24-113 8F28-1B 8F32-1B 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 3' 6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 7 8672 10294 11809 5' 4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 1 7547 36 7342 19 8733 19 10127 19 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 45 6036 19 7181 19 8328 20 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 37 8825 14 7'-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 1 3898 5681 1 8467 44 6472 15 9'4" (112") PRECAST 554 699 1160 1625 2564 3486 1 2818 3302 752 1245 1843 2564 3486 4705 37 6390 47 1U-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 38 4754 45 11' 4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 1 945 1366 1 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13' 4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 1 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR 458 783 1370 1902 2245 2517 2712 164" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17' 4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR300 1 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N.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 NR129 250 1 450 654 884 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 4AS1,4494" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6-013 8RF10-0B 8RF14-OB 8RF18-0B 8RF22-0B 8RF26-OB 8RF30-OB BRF6-16 8RF10-1B 8RF14-1B 8RF18-1B 8RF22-1B 8RF26-1B 8RF30-1B 4'4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 3699 5206 6639 8060 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 34 791719 931119 5'-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 1 6639 10 00 39 7402 19 8706 19 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1 1825 3120 5048 7915 9479 10893 32 T-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 8998 19 10893 48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 999 1568 2253 3129 4150 5891 47 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS C,�-404" SAFE LOAD PLF TYPE LENGTH SUS SFS REINF. 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 1 U-6" (126") PRECAST 284 401 178 11'-4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 164" (184") PRESTRESSED N.R. 259 82 17'-4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRFCAST w/ 2" RECESS DOOR U-LINTELS Cep, 44%4" ''""^^�� �� �� SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 REINF. CMU` 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 5'-10" (70") PRECAST 382 381 687 6-8" (80") PRECAST 595 788 510 T-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 SEE NOTE 18 < 1.0 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4AM-4494" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F81T SF121T 8F161T 8F201T 8F241T 8F281T 8F32-1T 8F8-2T 8F12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T Z-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 T-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 6-4" (64") PRECAST 1016 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 U-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 7' 6' (90") PRECAST 727 23 1021 1634 12 210 11 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113 15 147115 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 1U-6" (126") PRECAST 530 552 91415 118 15 145815 173215 2007 15 530 686 1183 1526 1865 2204 2544 11'-4" (136") PRECAST 474 485 79815 103415 127215 151015 1749 15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 41815 373 606 14 783 14 962 14 114114 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 867 14 105214 1218 14 410 420 1 709 1050 1434 8 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968 1324 8 162 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 8 1268 14 1470 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 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 37811 461 10 54511 62911 137 221 354 508 681 7 86113 99713 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 200 316 450 600 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 CAST_ Aw SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF6-1T 8RF10-IT SRF14-1T 8RF18-1T 8RF22-1T 8RF26-1T 8RF301T 8RF6-2T 8RF10-2T 8RF14-2T 8RF18-2T 8RF22-2T 8RF26-2T 8RF30-2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1 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 1D97 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 3421 9'-8" (116") PRECAST 395 491 1 93112 130115 164015 198015 2322 16 395 589 1 1135 1514 1893 2272 1 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR 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 P %> 4� e'0 e4 4 o h o 0 0 0 0 0 0 8F16-1 B/0T 8F16-1 B/1T 8RF14-1 B/OT 8F8-1 B o a o Q ° 4 ,e D � eD � O ° 4 `0 0 0- 4 O °D O 0 8F12-OB/1T D 0 o L 8" PRECAST LINTEL W/ (1) #5 HOR CONT J BAR & (2) COURSES OF 8" K.O. BLOCKS W/ (1 #5 CONT HOR BAR IN EACH - ALL ROUT FILLED ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° 4 1-1/2" CLEAR \� o C.M.U. U) co x oG =cn0mN W W ~ W !� C6 a #5 REBAR AT cl o W - o o w a BOTTOM MIN. (1) WQoa�z REQ'D ¢u_CJJJ z __ 1 16 GAUGE U) 0 ° POWERS STEEL (1) r z BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. J U Q ao Q z= 9 YA = z co O O #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR C.M.U. --GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1 B/1 T NOMINAL MITI J QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP 1ST FLOOR LINTEL PLAN (ELEVATION 6' 3/16" = 1'-0" (D SEP 0 8 2022 VIRTUAL Re" t •/ S^•'"•`. Virtuai Plans Revand ,,.;.)proved for for compliance With ti-e 2020 F'131 7th Edition by Debra Anne Klahr PX2300 � N N %gym 3. _ t LO co LO w � m w � 0 z Q /N� N Lr) i E W L �0 I"? U Nd N to V v a �1 E i t 0 O ` o }W 0 TS1 •� O u- o Q �I � •inn1 U W Qd' N E W L 0 ri 70 OCO m _u F- a W W w LUP w _j w200 uj F-Q 0 J z0'- D�0�O�O0J0 Q Q U _�U (><Jj<°°o3 Loo�� z a U OZI u)L1z � W W Z� QOJU) �OWQFwOpaFQzU W QOW 2P- _ gYpQQ O� pQQ� LL Q O 1.-LL O O Z W OIff D O Q U) M LID _j u W L0 ('7 Z Z W W O J O O o0000 O O �- N N N N N N N CD O CD O O T N O N O ' z O '^ / W > o O CD 0 CDV CO ♦/� } I ­ V, Q Z w O ♦J 0) O W U WOO UV� ^ i.� Z ::)zj owp W-d = W Q Lri F- N O:D o �0� . . O r Q z g�� ww z D)Z z I=2 - U < 00 m Z Z W W '^ J �y o LAST PLOT DATE 04 O Z STRUCTURAL --� DETAILS B (LEFT) REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#5L(1)#5U (II#5L(2)#5U DETAIL'A' DELAIL'B' DETAIL'C' (1)#5L (1)#5U DETAIL'D' DETAIL'B' &'C' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No.3 6740 1 9462 9462 10000 10000 3'-b" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 2912 1 5318 5318 5114 5114 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 2038 1 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 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 1127 2013 2013 2000 2000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 964 1636 1636 1712 1712 6'-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 796 1454 1454 1435 1435 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 639 1167 1167 1152 1152 7-8" 64" PRECAST (2) D4.5 WIRE 2 No. 4 619 1130 1130 1115 1115 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 581 1062 1062 1048 1048 8'4' 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 548 1001 1001 979 988 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 467 853 853 759 843 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 398 727 727 582 718 11'-4' 10'-0" PRECAST (2) No.3 2 No.5 355 649 649 489 649 12'-0" 10'-8" PRECAST (2) No.3 2 No.5 329 602 602 430 602 12'-6" I'-2" PRECAST (2) No.3 2 No.5 312 570 570 391 570 134" 12'-0" PRECAST (2) No.3 2 No.5 287 525 525 337 525 14'-0" 12'-8" PRECAST (2) No.3 2 No.5 270 449 449 286 451 14'-8" 13'-4" PRESTRESSED (2) No.3 (2) 7116 strand + N.R. 522 522 360 499 2 No. 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 473 473 328 455 2 No.4 17'-4" 16'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 357 35/ 254 352 2 No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 277 277 202 281 2 No.5 20'-0" 18' 8" PRESTRESSED (2) No.3 (2) 7116 strand +2 256 256 188 262 No. 5 N.R. 21'-4" 20'-0" PRESTRESSED (2) No.3 (2) 7116 strand + 219 219 165 229 2 No. S N.R. 22'-0" 20'-8" PRESTRESSED (2) No.3 (2) 7/16 strand + 203 203 155 215 2 No.5 N.R. (2) 7/16 strand + 24'-0" 22 8" PRESTRESSED 2 () No. 3 (2) No. S N.R. 164 164 124 179 N.R.- NOT RECOMMENDED DETAIL"A" DETAIL"B" DETAIL "C" DETAIL "D" TYPE DESIGNATION P - PLAIN LINTEU r QUANTITY OF #5 BAR AT S - SOLID LINTEL I LOWER LINTEL CAVITY [8x16-P-1 L/1IU] NOMINAL WIDTH ] `QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (0)#5L (1)#5U (1)#5L (1)#51) (1)#5L (2)#5U (1)#5L (1)#5U DETAIL'H' DETAIL'J' DETAIL'H' &'J' DETAIL'K' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 9550 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 7207 10000 9863 10000 4'-8" 314" 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" 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 4314 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No.4 3206 3206 3063 3183 7-8" 64" PRECAST (2) D4.5 WIRE 2 No. 4 3071 3071 2916 3049 8'-0" 614" 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 1l'-4" 10'-0" PRECAST (2) No. 3 2 No. 5 1568 1568 1222 1568 12'-0" 101-8" PRECAST (2) No. 3 2 No. 5 1439 1439 1075 1439 12'-6" 1141 PRECAST (2) No.3 2 No. 5 1354 1354 981 1354 13'-4" 12'-0" PRECAST (2) No.3 2 No. 5 1232 1 1232 849 1232 14-9' 12'-8" PRECAST (2) No. 3 2 No.5 1149 1149 760 1149 14'-8" 134' PRESTRESSED (2) No.3 (2) 7/16 strand + 1419 7419 850 1347 2 No. 154" 14'-0" PRESTRESSED (2) No.3 2 7/16 strand 1291 1291 775 1270 2 No.4 174' 16'-0" PRESTRESSED (2) No.3 (2) 7116 strand + 993 993 600 1084 2 No. 19'-4" 18'-0" PRESTRESSED (2) No. 3 2 (1 7 16 strand 1035 1035 478 936 2 No.5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 961 961 446 872 2 No. 21'-4" 20'-0" PRESTRESSED 2 No. 3 () (2) 7116 strand + 834 834 390 763 2 No 5 20'-8" PRESTRESSED (2) No.3 (2) 7116 strand + 720 720 366 716 2 No. (2) 7116 strand + 22'-8" PRESTRESSED (2) No.3 (2) No. 5 642 642 306 599 - .•t DETAIL "H" DETAIL "J" DETAIL "K" TYPE DESIGNATION P- PLAIN LINTEL/ QUANTITY OF #5 BAR AT S - SOLID LINTEL -1 r LOWER LINTEL CAVITY [8x] 6-P-1 L/1 U] NOMINAL WIDTH j L QUANTITY OF #5 BAR NOMINAL HEIGHT UPPER LINTEL CAVITY 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#5(1) UU(0) LL SOLID #5 (2) U (1) L DETAIL'DE' DETAIL'DP 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 4'-2' 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 2654 4449 3965 3965 4'4' 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 2400 4030 3607 3607 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 1966 3390 3053 3053 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1193 2290 2085 2085 6'-8" 54' 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1764 1763 1578 1578 6'-4" 6'-0' PRECAST (2) D4.5 WIRE (2) No. 4 1409 1409 1188 1267 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1000 1000 686 903 TYPE DESIGNATION P- -P LAIN LINTEL/ j' QUANTITY OF #5 BAR AT S-50LD LINTEL 1 LOWER LINTEL CAVITY [8x16-P-1 L/1 U] NOMINAL W IDTHJ L QUANTITY OF 15 BAR AT NOMINALHEIGHT UPPER LINTEL CAVITY DETAIL "DE" DETAIL "DF" DETAIL "DG" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (0)#5L (1)#5U (1)#5L (1)#5U (1)#5L (2)#5U (1)#5L (1)#5U DETAIL'E' DETAIL'F' DETAIL'E' &'F' DETAIL'G' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 9383 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 6766 8225 9200 9445 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 5104 5671 6345 6345 4'-8" 3'-4" PRECAST (2) D4.5'WIRE 2 No.3 4683 5137 5717 5717 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 3428 3727 4091 4091 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 2787 3088 3369 3369 6'-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No.4 2560 2560 2723 2723 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No.4 1992 1992 2112 2112 7-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 1921 1921 2035 2035 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No.4 1792 1792 1862 1897 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No.4 1679 1679 1699 1776 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 1411 1411 1319 1489 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 1186 1186 1014 1251 11'-4" 10.-0.. PRECAST (2) No.3 2 No.5 1074 1074 854 1121 12'-0" 10'-8" PRECAST (2) No.3 2 No.5 992 992 751 1035 174' 11'-2" PRECAST (2) No.3 2 No.5 937 937 685 978 1314" 12'-0" PRECAST (2) No.3 2 No.5 859 859 591 896 14'-0" 12'-8" PRECAST (2) No. 3 2 No.5 804 1 804 529 838 14' 8" 13'4" PRESTRESSED (2) No. 3 (2) 7116 strand + 1207 1207 605 938 (2) No.4 15'-4" 14'-0" PRESTRESSED 2 O No. 3 (2) 7116 strand + 1095 1095 551 887 2 No.4 1174'4" 16'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 836 836 426 763 2 No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 655 655 340 645 2 No.S 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 607 607 317 601 (2) No. 5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 524 524 277 526 No. 22'-0" 20'-8" PRESTRESSED (2) No.3 (2) 7116 strand +2 488 488 260 493 No- 5 (2) 7116 strand +(2) 24'4" 22'-8" PRESTRESSED (2) No.3 No.S 399 399 217 412 'N. •.r:�: :«: DETAIL "E" DETAIL "F" DETAIL "G" TYPE DESIGNATION P- PLAIN LINTEU r QUANTITY OF #5 BAR AT 5-SOLD LINTEL -1 I LOWERLINTELCAVITY [8xl 6-P-1 L/l U] NOMINALWIDTH-1 j LQUANTITYOF#56AR NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (1)#5L (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U DETAILV DETAIL'M' (1)#5L(1)#5U DETAIL'N' DETAIL'L' &'M' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 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 8995 7007 9811 6'-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 6871 6871 5482 6814 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 4693 4693 3976 4661 7'-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No. 4 4456 4456 3785 4427 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 4047 4047 3443 4021 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 3706 3706 3144 3683 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2954 2954 2445 2937 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2384 2384 1884 2371 11'-4" 10'-0" PRECAST (2) No.3 2 No. 5 2082 2082 1590 2082 12'-0" 10'-8" PRECAST (2) No.3 2 No. 5 1895 1895 1401 1895 12'-6" 11'-2" PRECAST (2) No.3 2 No. 5 1775 1775 1279 1775 13'4" 12'-0" PRECAST (2) No.3 2 No. 5 1605 1605 1107 1605 14'-0" 12'-8" PRECAST (2) No.3 2 No. 5 1490 1490 992 1490 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand +2 1948 1948 1093 1591 No. 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1774 7774 996 7494 2 No.4 174" 16'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1368 1368 771 1264 2 No. 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1084 7084 615 1095 2 No. 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7/16 strand + 1008 1008 573 1048 (2) No. 5 21'4" 20'-0" PRESTRESSED (2) No.3 (2) 7/16 strand +2 877 877 501 966 No 5 22'-0" 20'-8" PRESTRESSED (2) No.3 (2) 7/16 strand + 850 850 471 923 (2) No.5 (2) 7116 strand +(2) 24'-0" 22'-8" PRESTRESSED (2) No.3 No. 5 740 740 393 772 ,� ,•.t , r DETAIL "L" DETAIL "M" DETAIL "N" TYPE DESIGNATION P- PLAIN LINTEU r QUANTITY OF #5 BAR AT S-SOLDUNTEL -] I LOW ER LINTEL CAVITY [8xl6-P-1L/1IU] NOMINAL WIDTH'•'Ij `QNTITY OF #5 BAR NOMINAL HEIGHT UPPUAER LINTEL CAVITY GENERAL NOTES: 1.) CODES 1.1 FLORIDA BUILDING CODE 7TH EDITION (2020), RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE 7TH EDITION 2020 SECTIONS 1901.2 & 2107. 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 (813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" AGGREGATE, 8" TO 11" SLUMP 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A496. 3.) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE 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 TOP LEG BARS: (PLACED IN FIELD)% /(SEE SCHEDULE) 2" 2" (1) #5 CONTINUOUS REQ'D f PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc co 20 Cl) (TIED OR WELDED) r- 'o BOTTOM BARS iN SEE SCHEDULE NOTES: 1. MINIMUM COVERAGE OF STEEL- 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL- ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT (PLACED IN FIELD) 2" 2" 20- co co 0 � CV (o MIN. 7 5/8 Mil" TOP LEG BARS: (SEE SCHEDULE) (1) #5 CONTINUOUS REG-D. PER STRUCTURAL PLAN 32" STIRRUPS AT 4'-0" cc ED OR WELDED) )TTOM BARS :E SCHEDULE NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL- ASTM A615 TYPICAL RECESS LINTEL SECTION PRECAST CONCRETE CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC. REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U DETAIL'O' DETAIL'P' (1)#4L(1)#5U DETAIL'Q' DETAIL'O' &'P' 2'-10" 1 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 1 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 7681 10000 10000 10000 5'-10" N-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" 64" PRECAST (2) D4.5 WIRE 2 No. 4 5967 6199 4657 6477 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 5430 5524 4236 5756 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No.4 4961 4979 3869 5178 914" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 3865 3838 1 3010 3973 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2984 3021 2320 3118 1 V41 10'-0" PRECAST (2) No. 3 2 No. 5 2699 2699 1959 2699 12'-0" 10'-8" PRECAST (2) No. 3 2 No. 5 2436 2436 1727 2436 12'-6" 11'-2" PRECAST (2) No. 3 2 No.5 2269 2269 1577 2269 13'-4" 12'-0" PRECAST (2) No. 3 2 No.5 2034 2034 1366 2034 14'-0" 12'�" PRECAST (2) No. 3 2 No.5 1878 1878 1225 1878 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7116 strand +(2) 2413 2413 1338 1974 No. 4 15164" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand 2199 2199 1219 1846 2 No.4 17'-4" 16'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand +(2) 1698 1698 944 1546 No. 4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand 1348 1348 753 1330 2) No. 5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 1254 1254 702 1271 No. 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand +(2) 1092 1092 614 1167 No. 5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 1023 1023 576 1121 2 No. (2) 7116 strand +(2) 24'-0" 22' 8" PRESTRESSED 2 O No. 3 No. 5 898 898 481 947 DETAIL "O" 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 #51)U(0)LL SOLID #5(2)U(1)L DETAIL'DH' DETAIL'DY DETAIL'DH' &'DJ' DETAIL'DK' 3'-8" 2'-4" 2'-0' PRECAST (2) D4.5 WIRE (2) No.3 5713 10000 10000 1D000 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 4511 10000 9686 10000 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 4032 10000 8687 9503 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 3647 9133 7835 8173 4'-8" 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 3939 3839 6'-8" 5'-4" 5' (Y' PRECAST (2) D4.5 WIRE (2) No. 4 2976 2976 2676 2737 7-8" 64' 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 2292 2292 1 1918 2121 9'-8" 8'-4" 8'-0" PRECAST 12) D4.5 WIRE (2) No.4 1563 1563 1113 1455 RA, IR P i DETAIL "Di " DETAIL "DJ" DETAIL "DK" TYPE DESIGNATION P-PLAIN LINTEU QUANTITY OF#5 BAR AT S-SOLIDLINTEL '� rLOWERLINTELCAVITY [8x16-P-1 L/1IU] NOMINALWIDTH- `QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY TYPE DESIGNATION P- PLAIN LINTEU r QUANTITY OF #5 BAR AT S - SOLID LINTEL I LOWER LINTEL CAVITY [8xl 6-P-1 L/1IU1 NOMINALWIDTH•••' ] `QUANTITY OF#S BARAT NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x2011 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)1(0)L SOLID #5(1)U(1)L SOLID #b1)UU0)LL SOLID #5(2)U(1)L DETAIL'DL' DETAIL'DM' DEFAIL'DL' &'DM' DETAIL'DN' 3-8" 2'-4" 2-0" PRECAST (2) D4.5 WIRE (2) No.3 7665 1D000 IODDO IOD00 4'-0" 2'-8" 2'-4" 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 100DO 6836 10000 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 4017 100DO 5613 1OD00 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 2448 7050 3434 6540 6'-8" 5'-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 4569 4569 2302 4235 7-8" 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 3338 3338 1640 3122 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 2158 2158 936 2036 Bias DETAIL "DL" DETAIL "DM" DETAIL "DN" TYPE DESIGNATION JXI6-P-IL/IL �J] NNW& 1ST FLOOR LINTEL PLAN (ELEVATION B', 1 /811 = 1'-0" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTELTYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID #5 (1) U (0) L #5 1 U 1 L SOLID #5 (2) U (1) L DETAIL'DA' DFTAIL'DB' DETAIL'DC' DETAIL'DB' &'DC' DETAIL'DD' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 1919 2143 2143 1753 1753 4'-0" 2'-B" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 1597 1801 1801 1483 1483 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 1473 1668 1668 1376 1376 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 1367 1553 1553 1284 1284 4'-8" 3'-4" 3-0" PRECAST (2) D4.5 WIRE (2) No.3 1194 1363 1363 1131 1131 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 864 995 995 831 831 6-8" 5'-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 662 816 816 650 654 7-8" 6'-4" 6-0" PRECAST (2) DA.5 WIRE (2) No.4 542 669 669 462 537 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 396 489 489 261 393 TYPE DESIGNATION P- PLAIN LINTEU r QUANTITY OF #5 BAR AT .�+; ,.�+: ■�,+,� 5-SOLID LINTEL -1 ( LOWERLINTELCAVITY1 "'tea: •- : •':L: [8x16-P-1 L/1 U] f' R •. NOMINALWIDTHJ `QUANTITY OF #5 NOMINAL HEIGHT UPPER LINTEL CA DETAIL "DA" DETAIL "DB" DETAIL "DC" DETAIL "DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x24" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR ITY SAFE LOAD UPLIFT SAFE LOAD #5 (1) LDETAIL'DO' SOLID #5(1)U(1)L SOLID #5(1)UU(0)L 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 1D000 10000 4'-0" 2-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 7599 10000 10000 10000 4'-2' 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 6796 10000 9505 10000 4'-4' 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 6149 10000 8604 10000 4'-8" 31-4" 3-0" PRECAST (2) D4.5 WIRE (2) No.3 5044 10000 7066 10000 5'-8" 44' 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 3077 10000 4325 10000 6-8" 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 91-91 8' 4" 8'1" PRECAST (2) D4.5 WIRE (2) No.4 1552 2996 11113 2844 DETAIL "DO" DETAIL "DP" DETAIL "DQ" TYPE DESIGNATION JXI6-P-IL/IL *w � uw�wffly SEP 0 g 202Z 4RA V 1 TYIa AL FED t , ;A £"�•` �n(.�• �rU plans @�it;;, for cow0ia 1C , ;;Ir Edit+on by Debra SAFE WORKING LATERAL LOADS (PLF) 8" X 8" LINTELS Total Length Type 8'k8" PLAIN EIN8" SOLID 2'-10" Precast 2082 9235 3'-6" Precast 1325 4624 4'-0" Precast 1041 3358 4'-6" Precast 858 2635 4-8" Precast 810 2459 5'-4" Precast 663 1940 5-10" Precast 583 1624 6-6" Precast 486 1396 7-6" Precast 403 1134 7'-8" Precast 392 1100 8'-0" Precast 363 1037 8'-4" Precast 318 981 9'-4" Precast 222 772 10'-6" Precast 156 600 11'-4" Precast 132 651 12'-0" Precast 111 593 12'-6" Precast 98 544 13'-4" Precast 82 475 14'-0" Precast 71 429 14-8" Prestressed N.R. 417 15'-4" Prestressed N.R. 369 17'-4" Prestressed N.R. 257 19'-4" Prestressed N.R. 184 20'-0" Prestressed N.R. 167 21'4' Prestressed N.R. 138 22'-0" Prestressed N.R. 127 24'-0" Prestressed N.R. 100 N.R. = Not Recommended ` =.,piCN O B�r d'� r CD > N v-yam r n LC) a a $ e O LO Ln 2`0 . Q mys -� i- Z W Q � 0 W 0 Z Q O ^ o ^ u V1 ♦. N of co V Q, co A� s o W O i o .� O s u Q - .V) 6 q }� W Q� N N C n` W L 00 ECD � a _0 �� W LLAof 0 WLEI ow w0E- F- F_0� _J Of < E� 2 g O 0 0 0w O Q Q U J� L j�oQZL,LL5z0�QZ¢¢ �0 0 J OO ou)0 z0 0 mz cn LLI Lu - Lu 7 of Z :D C) WW' Z QIW0�< LUZ:E LEI�W°oQ LL 00� o j oQQ�¢ Q O LL F- LL C) Z W 'O vJ Q Q w ('M Iq LL W G - 1�_ z W Of 0- or) r 00 >- < Z U Wz w� J r I i r e ' n , I I T i O CO O N O N o000 N N N N N N N N 0 N N i- r (7 Cl) 0 O CD O O r N O N O Z o wo o > _ CV O M C) V CD LnCr I I 1 Z v/ QZ ZW W O V 00 rJ U Fn L Z Z)Zj 0WD a�� F- It W Q ^� L J = w=W L F-_� N �O� LLI Q F- D N O Zoo U aZLL LL Z U)Z 7 o CL co z S12 Z Z W w '^ J 0 LAST PLOT DATE O STRUCTURAL DETAILS B z4-1 Q J (LEFT) March 15, 2022 Fbdda Department of SuainI Profe"loral Regulation Rive I a 3 Building Codes Standards Q (3) 0 and > P"t"DUCT APP`1`0%VAL SPECIFICATION SHmEET(2022) Approval Appikaltion Wall 0 L_ (D 0 0 L_ cu k4oALAntintj brackets il 0 GoluorI As required by Florida Statute 553.8,42 and Florida Administrative Code 96-722". please provicil-A thwee information and approval numbers onthe building components listed belowif MW Y=190 mouma= COW Y929919LMI Aulligililleal Appalvall A21I 202 S&INe."parson RYsn J KrQ Ro,ision 2020 Theirina-TruCorprratroi Lyrindon; I SroI P-E. PI D`fr23o= 07MVI 0711 IOMW2020 Appro,,ed C.Uqdry- E�- D- (am) uA.7e2a pc­"� (813) 7�45535 SulixCirtagorf. Swrqng Diane; Cam Awml il-p-nothe U) CU CD Cn +1 t2'x 4-1 i2'A 2-12' *IT they will be utilized on the construction project for which you are applying 1br a Compliance Moftd: EmAurition Report from a rid Fkar do Roof Arrrhini cc a �,cirnsod 91 (3) -0 0 -0 '10 door Q -0 back cross support FL2294704n Proft 0 (liaillay he to tm. W) 21119111I.&Uwam AwamVIL&LM iumngzLILU A= 20112111 U_ 'Ted Sic-Anchcry Clategory/Subcategory Malnufacturier Product Description Approval Number(s) Pressures Exp. Date &an 0 Prodium MOON. Number ;r, Name ProductDostriadria c�bladecDft2am Data In WKZ outside HV1W Roalartmet PrIgnou Finer-Ciawr Snoodr-Stm .0 M CIO I Thernma-Tru And Nodonal 0"Iakir Squotirriandti4quot OprAver 1213112022 144 Yee Yes NVA r-poift Edge Fiberglass Single Door 0 -4­­0 %+- ilds"ingiohinii-I X oftia'aft") 0 > Right Bracken (16 G bge) kits 1 'Y'Dia, A325 Gaii, 1. EXTERIOR DOORS 2 b. Therma-Tnu Ftbrrr�Chiwi; and Siroa;I NcTEI S&I &quortmeart8d,lurn OpIeArro 12131 W,= Yes, Yes T-,1A C 2 m de" E, 4 a F i b a %I a ss SR pi & Doa r V. It Ii QdAgrn�) 0-AACiftli- RD, OX A Q� coraRruranons) E 0 cn Cn A. SWINGING The rm a TrU Fiber -classic and Sm ooth-Star (11-ION-IMPACT) FL2046 11 +67.0,1-67.0 psf 1213112022 3 t- -hot mi oberClasoAD And Smaurb-Slar Nominal UirMs, RquetlimpactLquot Opaque 120,112= Vft Yft Yes WA 110. CIE$ ThemiaTru Fiber -Classic and Sm ooth-Star (IMPACT) FL20-468 +67.0/-67.0 psf 12131/2022 MW (damparote Edge Fhairm Double Do&wtr of ,Rmimut Seeing. itmoong/Coardiagi AX., oxxo cento -Amorr" -0 10 4 d Innedina-Tru FlINNECIA&I sad Slrnndr�Eilair N-donal 8411 &qWt�kYqRaCttquQt Opaque IZW= Yes YC- Yes WA Therm aTru Fiber -Classic and Sm oath -Star (IMPA%C.T) IF L20470 +80�0/-80.0 psf 12131/2022 Ournporiate Edir: Fibagglasa Single Door 1-1 Self-Dir A IN Ni B. SLIDING MI windows and Doors Series 420 F Ll 5332.1 - FL1 5332.5 +40.01-40.0 psf 12131120,24 'is, 5 P-mg-T,. F�neo-Clgairoarnd E-11%, Wordidirl II&I $2131=3 If- Yes, NA Crdnoine Frart, P" ibirislar. SEi;le Door Add ar 10-518 FI 7WIMI Flba�&Iasaic and SrirdirraI Y" Ins$ Y-A I C�ndpxae Edga FILeTI&I Double Dow Re or 1PGI Series 5570 NOA 21-02015�03 +38.71-38.7 psf 4/14/2026 A/C th-61, WII Eoge RI edorRes, -figrali-) e% C_ SECTIONAL Wayne -Dalton eries 8OC-0/8100/8200 11:1105 (8X7) F LK-48.3 +31.0/-35.0 psf 12-/31/2023 T p Irdamma-Tnu MhedclatiidLand sinnorvI No irelldolt a nt&qualL Glazed! 12.131= Yes, Yes lift I urricalle5trap Cmr moositir Eogn 1dreTlkass soys poor x Wayne -Dalton Series 8000/8100/8200 #1123 (16_K7) F L8248, 10 +30.0/-33.5 psf 12/31/2023 (Tyink'A I in frnnt�� Irtwgiurnion) 8 h Tfiemai Fiber-Claidin, and Smaia"bir Nominal 6&MS &IIII.Iol imoracilliquat Glated 12Wt2= Yea Yer5 Yes WA Cv.wo.ria OJI Fruarglaes ikpiris Dav,drit washw Front Cross Support anno-113) it-iod- A" XII OX W 41 I ODua- 9 ­�WI Smoor-8ade; i 2rli YER Wayne -Da Iton Series 8000/8100/8200 #1124 (1 GX7) FL8248.1 +34A/-3&3 psf 121-31/2023 self-W& Thy NILKS (May be cut to Vil 1= YOR Yes ndA Cinniparke Ill FIlxinglaris Ekrublia Door Aith or .Rdonut SkWB- XX or GI Left bracket (16 Gauge) 10 -rhodma-Tru,Nbox�Ciaruv And 5rimh=Surr NQ;I I Z&I &qL4x VidpadI&I Glued t s3 i 12=1 Yes, Yes, yes NrA 0 14 Self-Dril Ing Sr� rews Thr u Dracke'u, 0, METAL LOUVERED DRIS Clurries Division of AADG, Inc 607,,707,727,747,and 847 Single Pairs of Doors F Ll 1537.1 N/A (see inst shV) '12-13 1 2 0 2 5 CoInpurane RII Fibbsunas �,Imgv, Door (I-Amvf0,e-,rr-_ X iranfig,,�I 4ick Coss S uppor 1, 111 A/C tint Bot tom SiDe i I -ri,­Td, �­CIdeco and �daft Soo NrI "IrIke (Typicah 3 each side for hurricane- uso) cr-Andn'rele lEor dilberglaiv, 501 Door Rran sdorkew AO, OX or Qx0 corde. 2. WINDOWS , 9 Condposits Ill FiberSisas DIiIarrel or "1111I adelilhes V rQ;)V of 00�0 A. SINGLE HUNG MI Windows and Doors Series 185 FL1749:92fI +60.0/1 psf �1011&2023 ,R.td. �M,Inir;I Pr_ul.%1 -A-121I Aa UnA. and Ill, Serd crowing agralUsle A 11 M ThernI Fbinirprandin and I 2oM 1= �R, Yes Y� NrA CE-I Erve InIbeVllaas SEI Door rI liopam-Nic-limpacilliquol; SoRifter(s) PGT Series 5500 FL2309.2 NIA 7/3012025 1_1`31 14 TrnernI F ber-Clierip end Nominal 6&1 Oloqua I I= Y"L Yes &IA tzInpardle I Fiberglass Coding DO& Aft B. HORIZONTAL SLIDER tvil Windows and Doors Series 188 F L1 5035 1. +55.01-55.0 psf 211612024 Flonda Department of Business & professional Regulation 15 InunnieI Mber-Classi. Rod SmardIII Norainal 6&aI Squot lrrrs�ouiquot Oporrie, iW1=22 Y_ yors Yt* NIA Cemprisher Edge Fiberglass SKI Door 4th swplad�s) C, FIXED MI Windows and Doors series 185 F L,l 5,34 9, 1 +60,01-6010 4/3/2023, 84king Codes and Standards pisf smra%0wt­1r%; XO, OX Q,0I oonfiI;.n#I PGT Series 55220 FL24-23.5 RtA - 4/30 025 Product Approval Application ().top is p Tnennia-Tfu Fiber-Clasokc Add Smoolln-Star Nomura I Wilikiti) 9quacindpactArtuot Opaquar IZII Yes Yea Yes, NfA Composite Edge FIbialglass Double Dior WM sar-kNorr-Jrpoari.ok 5-d-Was (In-VOudsooing; OXXO MrAiguirraI 11 q ThandnoI nober-CI .. I. add Sdroolh�81,r IWI Yes Y- N. NfA 4 ��D. MULLION Nil Windows and Doors 'S'eries 5764 F Ll 5tA` 5 3.22 NIA 12/31/2024 C"s rimer or nut Ir-alsorl tairaffea conarea ft V%oJK*d St&Wued at" Carnpackle IlEdge Fiberglass SkI Door ortuiung Cutswr4l; Xcoollnuration) 15 TbqtmaI Fiber-Claserc arril 5moodr,3tar IWI= Yes Yes No dYA PGT Series 5500 FL261A N1A 5/26/2026 Aftinel 2D20 wrart Wit pinormu, K NiQlaw Qnstre Hermegr R"ORE Lorid, 5*40" RE 12,184M lZimm IZP&I Apprmrd ODmidelift Edair FborI sA* Door onth cameary: arindural P&737T-� inr)xrdialia E. 0 THE R Skieftoo) rinavAngrCularoring, NO, OX a GAO ­ft�nfiodno N-Tenn­b;� 1 D o. Tlrwma-Tru Fiber-Cl000rr; and SmootSuro Non -I Opaque i Z111 VAR Yes, No WA Cxe,,lorre. K-I- E_kI C.rddRv%;Edr_F]=e, Z- D-ol AlUnnur sboples _W � �, = X�K or -�XXQ , Q G fAiRlus R.Oloter6.1 A1,011100 Udmrrod RAI ciontguraklons) prapaiwoo Errunpri, 2D It Therma-Tru Filber-Qqr� end Sirnotoi-Star Nominal 8&#39,,0 Squint Nrin-I mpacAquI CrInI lwirl= YIes yeis NO WA 3. PANEL WALL L6&H&L4alttoiluc�. C�mpo%ito Edtit, Flaorglanar aril Door X every Advarroned Lar tmwA Iptiolor Or-41cm-rig; diodfg-I 21 o TbournrJon FIb,,rCu,,,qn, and NowrI 8WOW0 &qude.Non 4nnI,&A&qLKLt 0eaqvii 12r3i rd= yor, 14D WA A SIDING MIA 12/3112023 pftekot falaila ROL Lsdio-Nimkom James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL1 3192.1 - FL13192.2 Coffunsite Edge Fiberglass book, Door -.1h I Da1r_Aw= voralmd-MA 13'1 Yes VA. NAI ­Co�'oo BI, SOFFITS Alside Solid and Vented Vinyl Soffit FL1152721 - FL151272.2 +75,0.1-75,0 psf 12/3112023 2 't"RIII Wool 1 1 hadr-aidI dya"Nad-vord 12ZV2a3 Y. yer IRA rem 10 's, - 3 niura"FkadVent 12al"WI Y451 Yes NA lis" 100 22- Therod-T-Fib-C-gi ... d N-Rid egilir4lo 3Edr;K1­I,.voLgI niq- 12f11r2= Yes Y_ do, NIA Compoete r"ite P-oruplass, D-unre Dood Rrm or 4 arEIVRA III *1540�521 hIdAIdd--_R.WV '1 1 Z131 11023 Y_ R� N A sidal"s or Oxx( A 1pha A lurn I num, Inc. Solid and Vented Aluminum Izoffit F Ll 6544 R5 - +54.21 -54.2 psf 7/30/2023 A"? 5 sRdRdAdA NeJirl R'54 524 16&dgxr Groolle, URE III Win 12,711 A Y% NA W, r2sZ3 Yea AoI �A rharli V."I 2*1�' Via 23 w Thdiniar-7 ru F llbaeCIIIII ranO SmPialh-Slar N.Minall 881 qland lwlr= Yon, Yea NO WA r S -40 Door 7 amenVirint MI 54a5.14 $4 sioend, Gaiago DM Flood V.1 I=lf= Y� HA RI C, OTHER 'a TE-Non) ,==M, 24 ThindrI �Ilber_Clsasicrtrod Smodor-Slar W,hal Ok"0LIS � Olazed Vol= Yes 'Yes 140� red, Compariflas Edge l=*' Ulan single Door wM -q"W,S) 005%hairlOulsianT XiCI 0)(or OM cordirgraI SEP 0 8 26 11"wroda �7. FibreO'Cloasir, -a Numeral %#3sts &quat.No,_rrdpd0&QuC,6 Glarad 12fI Yes Yea Filorlda Department of &,viuress larofieseloggird Riagaiatiedn rest I or 1 Wilding Codes Stand2rds 4. ROOFING PRODUCTS Campo" Edge Flborglasa DeI Doad afti, or irtbg��&Sidelbe% unieRinglOulssnig; XX or 000I and gonlia-nalionw) 25 z Thrurra.Trar FibarDruslo and SnI001hSlar Nomervil 89932k.0 AntuatNow6larpocatiturit 1]4azed qW1r=1 Yes. Yes NO Nvl� A. AS P HA LT S HINGLE S GAF 3 Tab., Dimensional FL101241 1A U 12/16/2022 Product Approval Application Detall Corrixerbi; Eop Fiberglass 61,4,0 Door (I nsimingiOurswiI X oonfigunifinew) I 27 ThonnnI Fibew-Clasex, And grin-thabs, Ni.gIRTLJAL I 12012= Yes Yes ND Comp-t, Edg. Filiewl Sinti. Door virth Virtual =onsI4 V e_\,i; ile, tic. ------ - 13,, UNDERLAYMENTS Tarriko (fbr Shingle Roo� 1151b Felt Underiayment FL12328 MIA 6/29/2023 92112 Emb or M9 Do oadir DILI CoribrawAiJAI X281fto "W'del air loldtl EWJ�i� 11 Slefin; FWN" 2aw Dirried MI II Jaeonswinser, Zodhary R. PrII L-I Snonior, P E orvd'=20 amsarl;X oaar-ww iW'&WZD Approlod 2� A Therina-Try FiI �,lqrrgic and Snoxth-Ster Nominal Gared 12i31=22 Yes Y� NO EDdge H are Door with o, eatea= 0,= 'Plans F and 6. Plyglass; USA. Inc, (for Tile Roof) POLYSTICKTU MAX FL5259 t41A 12/23/2023 caurriarry: Rookie 11303-151, PE-14421 EIxxrx1_xxO for cory fiance with ti-e Fr 2-C)20 L 3ulocluirgoirlp hkw Rogong sand.taddromid.- C. ROOFING FASTENERS NOTUSED Camm� arithoit eroaluarli- ROW from, a Florida ridevainta Andivact-L-sedriddift Debra An Klahr P D� ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL1691& FL16918.4 Ni 9/9/2026 EZUILlon profirrarins argernes EMIRIMEW0822 Florida Metal Products. Inc Vent RVIO FL21580,1; NIA 12/3112024 &XV651.2lasiliffilitil S01113d.1119alski2a In MM 9mma Iffla &tam frac 10I QMQ 15ARk Derc 17� okc "M. 1MVRUYE Y� .4- DII Florkle Department of Business & Proessonal Requisition Par, e2 Building Codes am Standar,13 Osf=r Product Approval Applicallon Detail 1 LOManco. Inc DA-4 Exahust Vent FL17202.1 + 97.51-97.5 psf 12/1012025 E ROOFINGMLES Boral Tile Villa 900 ES A FL7849,27 - FL7849�28 NIA 12/3112025 Bola! Tile Saxony 900 FL7849,16 - FL7849.20 NVA 12,131:12025 Wi� ;dI 09� ciat Raw- Florida Department of Business Professional Regulsdion 112.! 4 2110, 211 .13im ViAger, IAWW MALEM11 A11291111131 SAUL R"g. 211W Rd 'Wilool And 4),aida ereMsioncir 0111 ficallio kmw Renro M I PE '0,051 10,15*02a 1011"M 12,15,7020 am�ed - DMC 10ONS, D-MC 15OSS, DM1C 1175S., DMC Building Codes and Standards; 11251 �#drvdiyn RI t"N­ 1, 361 P,562d'14 Produet Approval Application Detail F. METAL ROOF Drexel Metals. Inc. 200S, DMC 5V F L1 7679. 1 +01-180 12/3112025 suloCaegarf. Siding Eruirw Door Annerbales Cgrapfla- U"od EIakI Ropoir in- . Frodichr "Itierrudkonitirat- Unearned Fonda Pratidur"al FAvrnrar Z= RdLEWAIM 2& FLOM eirraid- 5. SHUTTERS TYRS �� �l M@RI g2rilarat Ent-wo, Llcgnae xmmfi�g BY VaIII Sargail M AgI appp=q spirrily AMI)M LA IDI DRAW 4"" ProdIxtillow, "undogror N90I uniodato Redsoit Pmwrq Rainska, 2RaQ Thamna-T. C""on Srglaspd-n Lyn= Sornma P E_ Ryad-�;2 F.E 04t15= 12JZ1r= 04`2201 CjdW= Apprared congol W-Forr: Doods, "am w�we PC4 (51 M II I SeFflFS 42)ALLAMNOM $EIRES 4N.A.IJIM040I OXO 1=4�=A NP rRo WA A STORM PANELS Global Protection Products Galvanized Steel Storrn Panels F Ll 5076.. -6.2 FL1507 UIA 12/31/2022 niging E.1LEid, D-Azoorriulian. r.impiarnne =dI eiai-dim Rpott rr.m . m NON-REIN-W-ED 2 SERIES 120 ALUMINUM SERIES GOALUMINUOI 0I No f. An WA U) Flanda Registered AIrohIusa ora UrenAird Florida so"WrIFORCED All American Shutters, & Glass Galvanized Steel torm Paneis FL17869.1 RIA 12/31/2022 F'roraviarm F�qinarnr I EERIES 470ALUPAINUM WO RENPOFICED SVINES 420 ALUMIMU NIS313 REINFORCED CXD 12n1t2C24 No Y. fin, Nth 4 SERIES 420 ALUMINUM 83D RE]NIFORCED 9141420 ALUMINUM SOD RUNFORCED Qk iWIP2124 No Ym NO VA leaS l guwft LUV2 HIII Et&--' MItntiLlibint-Cla XC. xxS65rivolysi"Imot: 5 SERIES 420 ALUMMINUM SIAD REINFORCED KRIEG 420 ALUK'IUM SOD REINFORCED xxx 12alf-mit N. 'f- WA I Oslo and SMI Nominal 6&M.8 12al= Nd Yes Yoo N-' Camp -to Edge Fibin-gardni 19hal. D-r 6. STRUCTURAL xCeMir'dadon) 2 1), The"raI Finer -Classic and Sma=.Siar Nominal 661 3qUotInVAouI 0I I2r31r_1I No Yes Y_ NIA C�rrposw Edge FibrVlaIs $rule Doorwith COMPONENTS 8&,liaN XO, 0,Ncr 940 3 c, The,mg.'Tnu SmcotlSkar Nominal SUMIS Opai IM111=2 No Yes Y_ V41A T k WOOD CONNEC USP Structural Core see chart Composone Edge Fibiagivea Double Dcorsithor IORS' Ir in. FlorI Department of Business & Profosslarrid Regulation Rag. 1 .12 ordtaut Sidelit" XK a OXXO 4 d Ttrof m* Tru F tgr,�Cla 9 wo and Srria,,In �nl 0 ,,,-,dpgr,&,dd, Ic*a,- QUI lfzLr, No Yes Yes 1'014 Sui Idi nit Codes and Stands rds 3&021 ANCHORS Simpson Strong -Tie see chart Camposto Edge ribinvinwas qrire Caw Product Approval Application Detail (D B, TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999A - FL1999II4 NA - 12/31/2024 (Ingwrio3al"Anir x owgue-11I 5 Thedria-Tru Floef�Cbsaic an,, SmooVISm, No indlnilar��,09 '12131 1,, No ym ysa NIA mporne, Edge pt-VII snora Door (D 'ifth Oko, 090 8 f Theimar-Tri Fiber-C[asak and Smoo#,Star Nominal ailt!I kuotImpsedquot Opaque 12131 111 No Yes Yes WA Sill A 9,ft, or Rd& 2M Dot, Pondria a" mm Y_.EII Manufacturer canted (I YAldelied 2=004 FN Aggaalgi _A22021 Am& C_ f-diliTek Industries, Inc, Truss Plates F L21 97.1 - FL2 197.15 NIA 12,13112022 C-I Galgia Fib�oieaa Dombli, I I th w RVOSOR7 W-P-Dam. dRisk-of0drimeirl D., ovaro. IRRAINh JhnE fir-alos JII, P. AfhArVA, P E lo"12020 OVI IIIIIW1003 1_1"t$I Approed C, ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL652T5 NI 3 /'3 1 / 2 022t 3 1,- Nor W07611-11V Ps-ti,17-7 Y III S2115200 IRM. Door. dwarrivagnionme,raftare D MATERIAL Cast -Crete Corp. High Strenath Concrete Lintels FL1585A N/A 5 /2% 1 / 2 0 I'll- 2 7 9, Tharria-Trui Pipeo-C4assic and Smooth -law- Nominal 6&qSR,8 Guam i2alir= 140 Yes Ygo NA Czarposift Edge Fibergloseargle Door SAC�.Crr' SomdrAl 5:01knoo 0- AARRAI MA""I EW.W- A.Pad i,nwr . CU (ImaoingiCulirwing X contyurartion) h. Th.-TN and Nomin.- 811W.39I 84.M, moactliquI Godroor 12.131rMZr M Yes YIm- K'A Compormar Edge Fibeorl I Swirl- Goor Iiiiih 3 did rogito (I n Aoii og XO ox, or OW FeOdd R"IndWrOArdillml oris Licensed! Fern. praradinawl snomw FularNri-M > 0 Commercial Concrete Products, Inc, High Strength 'Concrete Lintels FL17714 NIA 5/2512024 gork-Burab) L_ 1 NorrividleSillI NO Y" yes NVA Compasse Edge RbarlIlloss DoWe Door With or AntaurnalfiI Aiii,grol for WN k" Qlft Am 2f Nam W&t QA" ROMMA ft"Isn > 0- XK�x 0XX0 9*4; MaxI 141tift 1I NArd. (uuing 12131=3 No Yft E,Er 11 (.105-Do 3 80 Coln I M 200 #1 10:SL a"IMN&R, too crunturriedIdesedion, T coffturAlionaIi 10 1- Therma-Tru Fbart-Classin aid Smoodi-Start Norrinial B&NI 8quall mpaciSquot CRand lZrdli= No Yes yft NrA corriposto edge Fiberglass %nilw D" T7 10 8000,81MI00#1123 1 G&AI N" WII i Orlin, Mr;rI 3win; 12111 do'.091133.50 wirillativ =V1 0 x consourabou i 8300010tY0200#1124 16$0*9. 148M WAK heOt. Gairing 12,111=.l No Y" Yes �1440;,31&30 $1 k. TharrmoMft Foaf4agaid roid SmdodrSaa, "Minor ftwpo &quiriuma"etairrot GA[zred Ilmirffm No yers Yes. rdA 0orRionAtia Edge Fiberglass &Riloe Door, Wmh amilldr, in W or ruemiodile aided. Sidolwt) OnvarinaQuiloviiniI XO, oxor OX0 calfturiftioril The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection af these products, the following inform ation must be 0 12 1, Th-mg-T. Fli-x3aiiia: -rdErno-th-&-, Noone.of SSAII Rriantimpine12-nit 1,Nanad 12131VII No Yes Y_ WA Conapdoxi, EdgeARAI Dedbk Door War, m 0. =3 aiirailable to the insoector on the obsite; 1) copy of the product approiiil 2) _0 13 mr Innerna-T. arO Normnal 0$1 GI ridded i2ja II Pic YW Y_ WA open C-,P" Edge Fiborglara angle Darx r1orlds, Department of Business a Professional Regulation Pop 1 0. 0 (Ifis"ITOUtT Nowabod) 14 w Thamda-Tr� FRoor-ClaWo ans! 45moopi-Star Nwo h=76 4XI meo Ct&411mt, G& avilo W lit" 121011raw NO Yes yes WA Open composilar 9:1ge Fiberglass angle Door imm GW*d fallibided Open Skiathel orsorlagriubinving BuMnq Coiclas and Standards WE-, Preelill Apprainlill Application Detail XO, 0'< . 0I ... dipurah ... ) T 6 a Th.,ra. rqu Finier-Cleralrand Smoorn-aar Tammil 69#10A Q20W roolded 12r3law NO Y as Yes, rVA (D Cps. C.Eirposift E�nrlrr Fiberglass Double Dcar %ft oryidlicuti3lauredii'lodded Open "Weines Yli.! c ;elk pal 21111 PlI U) Xx - OM -Affignerobuol 1#3 p, Th- -T� Fibor-Cliasam.nd 3-th-61- N-insissivI &q.-kimpe-lianviRt Opaq.. IW310= N. Y_ yers NIA mugm submulu & cu rtunporril Open SalialiI (Insvilnehoutarev: X0. OX or 0>00 R-4ea, man curri"D*=I mo Ton, Rid* OL LLC Im A."p, VIE- 12102021) IZ-Dlr= i=112020 Aw..d -Rounin a- D­ �N 1� 4r M.1 b ERI`4)o0. oonfiguratenI Suio0anigNI �RiIeflor Door ad, 17 q. Thermai i'lloid-4-4-al-d N-AnAlIZAINI 0iq.. I=1I N. yda Y_ WA Con"I Edge Fibiroars Double Cod(Ath Yofflhout GWrod Molded Open Sideftar; complarr. *"no* Cieriftiriod thi or Laring (InwringIOutswing Xx .,, OXXIO onefignerst") APPLICANT.SIGNATURE DA TE go Wom IsIsrsum 1 �V`rtiV "u7,..d44r5hpkiaddPa4I Rudift, r4divid, Rid reminded SIngo and I- a $2rQI Y- Y., NA DrR -0 0 L_ cu Raider Dopairtinerld of Business. & Professilonal Requiladon Ing. I 1 Building Codes and Standards Ifflaurn LLI pladda Product Approval Application Detail Department or Business Professirmal Regubftn Petri V2 Building Codes and 6Undil (D Full Product Approval Appillicallor; Detail eAft Dam 101ill oft "N14I Iong lildrri�Drd.WCO- c M,*Nder I R"Vo. ZD20 as III VAL II.WW20 104�6=20 ilr,412020 Approred Cd. &I DI red. 04. ft.&- ad. GuArrateriorin ekoil; I!xWw View AssrablI .1)= V-00 idegaDS&I Qadm subm0m Z11111122911 ammw WWI 0- Cumpharvir Mithal; Cinfin,raff., III or Ureng Rtiaw 2020 MI"qdoI,­dDa0ra, EcondWle;I Auldfiarl Ardlift"Nal 3~ M. Uich RE lim7mm 1 U17=20 �WWV20 Aproiu�d car"I Mnd.- I�17)3W,33W ManufattinesAssobatior, f717J317,3454 UJIMMaRANA ri�624.ww &"a. H.ng b�­*­. SHEET �0. SUM AAHM" ARIEU0fause, 629190"AllIlLft anim CMVI]aMafltffi*d: Coriltagir. or Living malaux maI prodw ticiedongi in pfwz cradift firwrivarl Prorina 0 �gt 1�� , I ML. W MI 1. 1 an R d) Vky Slidleng 0I.- D­ 041#4201 V. Y­ Y. WA figgiloaltfat" Awra"Afwtm talleal Region stair Modid.Neriberrallaw OMM Rnol to WAM oUbd* R-owd promm 2 '2x72 FlniFlaner FR- IGISG SRI Hung No lm�w Lenders" Cars I PA 1.0 22 oved r� 7th 300 _11-0 W W C_ Florida Depa r­nnt of Business & Plialiessional RegMWion P.9.6ore Florida Deparmi of Business A Pirafessional Regi.jotion M�e I �i I Flarlds Ceribuirlis.w.'st Bulaec,53 & Prodye-swonal Regulation F.P f bf I FloddIR Department of Busurni & Proluen4onal Reg"on Per I -, - - C/) -Cu (1) _4­` 0 _0 > Building Codires and Standiardh 141�Lvz� BuNding Codes and Standards lr1sW1 Building Codes and Standards iabM21 Building Codes and Standards 1M.-TV IF- _0 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail L__ &_ = -- (1) 0_ 0 W 0_ 0 L_ - . � I � I I �i - , �' ... I � ­ - I - - I I � I r �. � ­. �- � 1 L � I F I .�_ , 11 11 , - , �L� - I I I I �­' . i_ ' �' 1, � [L � n 11 � , : � ,: �' . 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Xamirad mgmernebt- -_WG TK.- T� C.1peorteen Fagalagdall,Lromms. xillwa-WAK Rem 3--p...n Lj .... lD4, F. Sel, midt, P. F_ Fme d- Kiria P,E- M,llri lael7r2wi 51111"OU0100 LW&&990aw 6&plmw M180021 lon3rAT-1 lzm5rj"- filat.0 "-.d fak Turb Ytwon wilm"Imbst Will 23i ftitalabrAIMM WWII %f �111;11L 211 DAM Data WOW QWMW =AM Is 6012mrol stAile, Sign ZTA 4%,L-- rawbilwt.- 910" 9cl-W, L'unge a dg__t YWA21118121 fte. 2" 2111LDUSM Ru vallic IsAMANOW facAsarmall Able AlWal 1w Vidnaw 3sahkV&= Cartact gwAaLtL4Lkmd yagog w zewm subiblaw LALammki -Akagng agn . -+_ w U) (D -!=! Caubgoy EyLarroi Doors tbflw� WI-1620 P9434-1111) tarigl 7674w- AfflimbdW NN PGT,k.w&l- a.. Res-rad 1A."i-D.d. M10 - CER W.mi-n.d. OCCO �Vk 1IM"A'20 1 i X�VX_N I IP - 1;1z� Aoxo,od R­6s,� '10W PAI ftr�- ONO Doors atf4sRifinger A'-r'Tka'1A'Ch;­M Sri�viyr W tjri�h� P� ID�irawzo 10AW20W $009=70 AWOOXI R.'As0on 2020 miWirid-raltoors cablaw. Livindi rhord WHInger Arned-ArdAedurg Sk-. U. Lkl�h, FE ffl7j 365�300 M..�_. Aatneist- M7)�1145,Vsk 11122MA I v221M iumlynb= APW-.d 0 - r__ 5b.oCalejor_, Swinging E,denor Door Asssinglin sia"Faca-.21hommarru - Cdcobarl, WM­ li-W (941)46"100 (T16)3i5_25bQ �-�L­ "Inuc- "c4dolery. Horknrital ado, '­'�-�' ­.1­­ -.11.1 111T,�,-�4 �gbrillrn --- subcarowdr. P&*d ty.gingwer"Aml'd - _0 (D 0 Compliance lillefroct EVegL.msr Repolft-Or Fbayow Regies.ryd A,chteeyi, a Lroensm I'larkla m G'Avcdaqarr� S,'d. ca"irrince meri cemswoa iva,4 or Llano yos-.1ciMpgand.stro... m Comr.Wye renhoo: �.Ftellbaaunn Has q Llenj Compllr­ anti Cediftgon Wre � Lisoins -0 0 assorwal Engineer = C:) - = -0 1"" UIRMAWL901hilt L6ELI� FLItI141i BilMy L_ a) FLIMM-117 EMilacts GLOOSIX.1.1no, Acoray,ld fo, tka Aon-rOrd f. U- Irrmna 22lign. Approniodro,144 Acci to U WeVact D"141r, 9LWZLAUQOoa ammawalLu agwanaLLUM x1mu 2111:1110 0 5_ = 3: -QualLyAmraryo &22LgMjL(2LUn A22romAlor-Um I Aw Pf2!w lill". Kil."I Q1 lim ft" Otgrikil QMW91011,40211 In HWX wolli 111riew EMEW151 Sway Emaudi�-.OELtkffl=�n� � _It�Deaaalakfl : �, IlNlit ould" HYM Lubbal A-im AWA i 1129WA11190. 11012fr9l: Kam teripml EL01ML;%Iuww 2allitwilarkitimaill ?A 72 01m. ifthmdI 211190-fts Bluileglill F"MrS No Y" .60,00 -2 C= 0 LL. - 1ell-W WMI.el Nl."� M..Wl .1 .... �­" - C y,t FOem,glia. nete L. _H1V" 2w_-1d.HVW mmm_-M eta-_- 2 ,9115WRar4a N%Vk Mislet? "O Sir.gle 4 king Wndw 07�3012Q.5 �. Y'l "Ic, NuA I H., 1 so rl� uld the"N'T, Fire— 71WR2 � ­W.d Zin. ��8'17024 No Yes No ."'�!rs x �a.Jidod C41104t]:2 NO 9__ - - ICU -1--j C13 1 br, Thevirm.'I'm Fbeg-GlasernomdSmicath-Star ��om;mt6&#S9r8&quc�t4on.�mr=aaqwrC--�we 126VM22 Cempoega, Edge Fiberglass Singly, Dow W Yes Nk, WA %+- 0 M > (JnwO;nQ*wd5vwmg: X wrifturaboo, (:) 2 c. Thjln�Tbu Fibar-Clasalcand Sirribbith-Star morninat 68#30's 8cUyANNm4ffda'4&qw:a: c-'arim, 1wil-2= No yf's NO NIA . - 2 C6inpoaft Edge Froriqlato S*Nika Door wit, a) a dela"', 0 9 nei;ARP110dw,xv; X�­ OX or MW U) " _111�_j CL o.nfisu-bor.) C" L.2 CIO 3 C+ TOarena-TM Flaa,Zlobsie ayd SmaonyStar Noan4 . I lsilla; 8 .--ji.X Non, I wapa daq rldt Opli 1201.1= tte Y� T�b WA C_ _4­J 0- Fltbe-gras% COTOryaws, Edge Donbille Door Wth a �_ C- U) < )4t�p�it$h&Wit"or4mroowtsmrLo�XX�OM . -0 . '_'ft..e­) 4 d They,ne-TwFloeb-01mi; and -9mocith-Stair NbeeI 'W39.0 -Aalsottlon4misinesquot. Cessluir 12r31ys1_a No Yale 1-b NIA Composte Edge Faringlacia smate Door I r, e Th.,,na TN. F�-Q-1, .,d S.,yxar, Ot.r ��ftayyrog`(Msbyamy; X comfigurytion) , -,,[,.P 750390 a,_y.A,l,r..-y.".rsq..b (1pyq.o 121511_= r. Y_ 1'1� � 0=Psyde rzQe 1"gergless Wow Door with adelfte(Q 0 mayeksgoutwAing; X0, OX w QXo B f Tbran,ba-TrU I'dow-Cabask; Arc Swcenth-81at conggyrabom) wArhal 8&#W,Q&,;��o�f4c,r�-impaat$qL"-,�'OD Nue IMIOM 14b Yes -Ift N!A Floma Department of Budarms & Prolessional Re,gulation , lai P� Floms Department of Businear 9 Protessicnal Regulation P.p i .rl Floods Department of Business & Professional Reguatilor 0.r i �1 I . COMAralar Edge Atergis" Single, Door Ektiding Codas and Standards [ra"5111 Balkhrig Codes arid Staridgrim Ir M11 Buildiniq Codes and Standards IIW=l onn,'airwouroyorang, x corwidiuration) I , Th.- T. Fib- Cla-i. -d Gy­th as. N�" GIUM'.01�,aw.414­ in,m�Ubq­k O,,".. 1=1-1L= Grernpowle, Edge Fillarglares Vibrate Door mmi "D Y_ ". ,11A. Product Approval ApplicaWn Detail Product Approval Application Detail Product Approval Application Detall sidelikays) (finsbangt0ket"Ing; V. OX a ox') - , � , , � I f1wildw. I . 11 - , , I � I � I �111 I : �: �. 7�.'. , , I . . 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'..' . . - - ------ � - - ... � .1 I - ephfiq�fafiDhe) , ft 4rn� FaF. . Vr� _Oladd. _0 $NX�V,syv 6 , P*�rdd M#3;,-,C,-4�.�Nur�A.p..t$q,-�',, Ope,lbe, 1zr1_11__QZ2 M, Y_ rl.v rlsk Cornposide, Edge nitilargisea. Double Dw Wan or I ______ � � -------- L-M - ------ ­­ -- - ------ ___ - ----- -- - - - - __ __ ---- -amilux __ - - -1 - __ ----- I - gills 209ML!9 a!;- - Z-a __ , --- - EL�- � --- - - ---- 2A.- 1IT'At RIA, Einam Qeie ----- - Q& - - - ___ __ __ - - __ ---"-,. ____ - - - __ __- __ . -- -- ROOM ____ -------- - - - _____ - - ____ Jim Ra RAL-IW.= RON 4 WIXXO Steens (IralibMilloiderwang; XX or OXXO am yvalas lilladdagery over " Scribing & lJoi VA"O.d & Ja._ Y"IyAred 26jalkind fX Amclygi firsimewd MAU Itat Y"*. likinh&unaL GeLzasi Luakaf, 41 Lkom Y--fidlellinj YARdli 11151,2211 L&AN1111A AgliM Ed& am Italian lialimmillitat Contact parainewalliaw imuNg w kmwm skt,Mmkd F16 &VMW &xamorm a" confignasadons) 0 r Thwma, Tfu Fblyr,Clarebc a,al Syr-Ary-ft, Narrynat MAW,* kqqt.Non-� mpwaq�A GwRed 124141= No yes t4o NA yaw"Otiol nx %Thd�*Lrflm ��VROWAVW "alorrAft RC�0 � �F:ER S%Lm�-Dode OECD - VAL 11054O N 1-11bMIro 111MM20 Ap""sl R­1 2021y 101 w"d- oO r�- Is- Namho, L.- 4 Louta� F12 a�n� " ­-� PE IN5611" I(W"V'no H11902020 12nf,M25 Ape- ­ad Afljrmaly�. 2020 -GThradud,wa jear; Roisonsw Werol-Dade SOCO - CER �-*0.d41s)-_O-VAL IIMM20 1%51ma 4111 14MO Acor"d Cannonade, Edge Filarliass Singre Door C­0.'� A0- cml�.�Qlar, �10)31`2� ".Q�Y- �&,X­' Yll­-_-3�1� P�GZ51� ff'T)Zli��'" Cal egory; "�� 0141)4­00 '­j)3l5-z"o *w-V10.bw.V Xreigilig"on) S.LOCOyagarr- IT-b! ms-swellocyakonce". suoc��­T� We-- bvf%��rarno�!- fi.bCAnairl, Kam— probeireweponduagresc 10 � Thern%l-Tru Fbw,CVAWc and Smooth-Sisr Nornkul 61li &qUatNon-Impabbili C-Wad 12al/2022 No Ylm !is IN fA cbeibran,Or lhaffio&- C.0-� baby or Laid— Pm 0wQiI­.�IVMhQa'SnNyVcri R.P;K lom � obeariii-or radhew C.weany,, bear le using m COMposba, Edge fillorelaws Simillo Door 4th Peddle Ra"JoWnird kabit�t.' � L! ­"a,dl Florld. Swelflia(I (I"oydrVA-Ar,ryyMq� M OX of 0X0 FAWAHAAW2 Pt'4­­'.l E�Oc­ W14M 11 k ­­-'r- pa�--ch­ ... S-6- oorrk�ubai N__W mb*'V.6 I ..tt4_IM"'t6g"�A aw.d i24l1r.kV2 tl`� Y_ � NiA calluadell to, ig� ARQUsA To, ViDm� 1111101- QUA&-ftluLmm Al2hunallUiLlitha WaluailluAM t42o& Dow z Composite Edge Fbeellass DoLibIlD Door wim or L-22 Fire" 9-*i Number " Predluct two4ird Coolunil Excirep4m Da" in IjVHZ oweide Reninlawa p"wo, . aw =ka :AN =ms =roftmr SMMRLWW- Qak 01"a= Oil= 91,1112 gedow stilualts b4locurt Sideline (FirOyiningfoubibbyrig, Xx or CXXO 5 1OVY15520 (Large Missile rM, Vn,yl FredWind- NW2026 ya'y Y_ Y_ li �iy -quilm2likEloss AmEesdlgLk7a Amxey!g-h2LW lawte 991101 I W I i a I or D ae d,2'Y'fl Alwaimam Writers 9 12602er Yea Y"a �" WA 12 1, TIjerryw.T,v Fibrm -Cleirvis ­d 3a,ouOh-Sw wr5aueavons) N­Invel 7&030.0 Gq..LN.,1 .p.;tflq­� Q;­J 1203142= R4. V_ 111. NI.A 4!Rl - a og-k byled thailud-liLhILM _N ima V-­.1 A—— WON. 42milqrN alke= 2JUMILLIKIL EllblqA EILVALL R. Y.- Y., NA Campa5ft Edge Fibmillel" Singla Door (Imw*mW0vW-,rw� X cor,fiiivraton) is - TI-­Tnj FabbrClas.k.ime! Sr­lh�aii, 04-inal 79#a9.Q8q..tN-1Nnp.d8q-t Gk..d 12rZlrl= r1b Y_ N. NIA Composts Edge, F,borglass Siryglo, Door mth Siblodibets) rilbaw"00artymnli X0, OX or 0X0 conflilrbeations) 14 n. Thanna.-firur Ffleaw-Chmic and Sr400lli Nominal A123wo aquottlon-1 mpact9quot; C422ad 12011= Wo Yes P40 1411A z Composite Edpar Riaerghlas Singie Door Qm;nwmmWXyXV.X ocaViii.Mon) 1:5 o, Trianrrg�'trj Ficer-Chessir; wit Snoboth,Stwr Warnwand 8030,0 jqb"Dn­jmpRbt9qU* (lioved 11241=2 w Y_ hip WA Conr%b� Pdo. Fib.rchr- sires. D-r.fth Sidelile(A (InswW-Nownit KO: OX or OXO Florida Npardarriest Of Business & ;'yofeshional Regerladan F.W I Vi Fk,Hda :Dope trend of Business & Professional RogrWatiorn FOQV!Vr2 Florldo Dope r1drarel of Buslwds & Professional Roguldidw POV, a t lb p TharawTuri Fircar-riassic Land Snabbotti configawarrons) Nonninat MOM - 0 4LquotHon-I micactdisruct, Gbroad 12131=2 w Yee, NO NVA flulding Codas Ind Staridards 00"XXIM Bu, In 'lg Codes am starmuns lqw,ml Buildirig Codes and Standards In=-. Cew,pa.d. 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QUM 24hegAumm YAOMILM 20 991 ao_pmmm 2" mahm Afalwd FKAWDYM AMPVK MAU 85dofih­,'o .M T.- (�­,WGL,a,vgr GJ'K0 7yox'r =140 onnEllorrylloratr r­"Iyor "" jeri �+"[o h;�Jybry pyedUaLer 1100� CINOODOAI v, AAdrw TA4 jor[ N 1Z "Ithmid, P, V'. dfs�Lcasl 12M 02020 �D 1 Mao', d4ig Fa O Avca� Re,�­ =1 Ah'ift I,M� 71,-m- "�NNIIF ser'T's F`2 pywi ji oy, , � 041150171 DVIa"2ZIrl 112ra'071 00W21521 Aex�lw"j Roislan bin OAF mth'.1 ft,Nh ReseN, abrTfi­ Jd,�W Kbortwldl, PE ormaK20 aippir'320 IOAaNi IN IWV204 Awl-Tyl 19 s. Therftia�Tru Fihw�Cssey., and,qmWh-&&r Nomiral 6&039�18 &quc,tNon4iihNp&r:bSqgoI; Ctablut 12MV12M1 NO 'Wes N. NA cwo'U_"�"wA W.'a M"Or-asrt P17101"O ��IrZ0�:N=5 Cyray.y: P"T"i LVrL4 MM �Z2­'Zsp pr�_' AIR '-"��?S��O��5 ai.�. y­0.R (012700-1141 pg�nlot` l.54) 772­a=a Compoarts Edge Fibingibses Single D" wth $ny--narenn 9daya .e.zLd*.k.&mm,.h-d zalOcabria.'r. syft� Nlh-.,�.-0sJ.a,.- GuArCiNvimir- AWbet Shai rostlebiligbi mi &ddk,(Q cm&y44Q,d."n; X0, OX . QX0 cmr;pIimtg 111114mobt E"Mallar, Ft�ypen` torn e �_ ConplMob.11119mod: E­alon R�p­fn­ urenwil- Alamobt, Evw�ren R.P� hy- . C..H­ H_dOmd Sol oaawfiqurniborz� � R.0a."d Aramlect _. L­grri Fme- N.dd. Rni1r­dAr-fte,-t .. Li-.d Fl.ri do Florida Friypsl�rbdA,drdbd � a Lmynsed R0600 2) t nemmi-TrU Fiber,Ccssit and Sirrooth-Ser, Nominal SZOM'o aqueekition-lirripa,lOybobb Opaque I M I 02=1 Nto Yea N. NV#1 ploy.yE_51 Engol­ . nwi,.V­1L'U'.� prao*&O30finanoor Composite Edi;e PlIteptillaser Single Door Oth schillies(s) oneowingiowaymv; X0, OX or 0Xo FuMSIV-40",de -_dd52?2-RS-nhUhti FUHT124-Fr2larldaidl o.ft-. H..d - VI oe"ho-'t-) Qadm Aasyror" Ationy"diforuil Aromyed 1% Imago Design 2.-dazAanceirst ALuds-d I" Yes AgignAll L,, Um lineset 2[AM _q9111AUNIMst AglaustAtOrujil AWLIM L.- Y" ligliz Radan 21 ., Triennia. Tw Fuden-CLassic and Sffoodrr�Star plamirw S&R211's aquattitimbriparodlquot; Gramea i21311-W22 NO yas No NTA At" pripowd balsam. Hummis � Ram bVOSS1 Dilegailiffl MR.0 VirigneWall DA i"HWZ Q111Aft-tilm Subiln-4 Preilw_ Saito Nn­1 M.dai. Piumber or blarno Pudig-r--m-b-1 co'tNaaElbA"Ar_W. In HVH7 o.tljd. Will? !Lageort L'lbsura 9=1 lulglid Mdd Ildwil" gr Reds hmw O.-dk2ri 00'1­0 ;sdrelh,n Do. 12 fiaz oviglit B21jawd Plug .... Composite Edge Fitsibill;ss Single Dow vOM Soese(a) (ny$VwwflVt%wrV: X0, Q'Xar QXG, t rovast LAD Iga-, fbe,,yerne,y I-P g4a; lZOVIRZ Y" If" WA r0A S aqua.2tiv,at Soft vtyior Selo VrVas'A iWql2t0 ty, Yta No r[A I GM A.phoft nna(SINIVI., Foo-go. .i,d.-d Miflb_ _�yaasd' 5-but, and I V161=7 .1b Y'_ N/1k TVA I cund""'. HOW am sift _a1g.radoden 2 H­A.9�� L- twin n"-__.1­.6gF'q 124`irV__ V_ le- `41A WA � -- &,qu.ljM--- T4&pr. S �. �t - 6abd Vir,, Seam 12i3i r=z tl� a- w N"A .'_�.-I­g- 22 w. Thlanna�Tirb Fleper,CNiseiv and $rncdIn­6tar Nominal 803OX&LILickNor-Inseazilisquot Gazed i 20 I I I'm no Yes tip WA - �a,qwe_N,�KDwV,nw,su.dQ&A3_- son$ V_e`*­�id0dVwA8d* 12141�20z� NO ly. no wl�' C.b.posite Edge Faberge% Swgc Door with 4 d lq­t:E5rLw1d; Sam I - �� I - S rkd V,,� S.M 4 zS1 12D21 u. T­ I'm INA sdow's) Qnswr9roulshaknu; XQ' ox or ONO -1 .. &q­t:Ci1.(.r D.kaq.sl, Soffil V.N1 .r Gory] !�*,o WfK IMIQ021� I'l. Yes rle N"Al C,orrir0000 Head and sell configuaroome) - I &'.d:'�.w :!_'.&Q� Su4i Ver,.L.r Sd- A,.,l Setat i 2M,20�3 t� Y.. 14. IVA 23 . Thernba,rt. Floer-Clank, and Smoolin-Sted Norrinal W59.8 s4lisitNon-limpacaqualt opaque I.W3,112022 No Yes NO NAA Composite Edge Ficcerilaw Door Panels win Voted Sdolices) rn­A.r;gCraw,M;XX YXX . X)NX configWist,ons) - 24 x ThenaNro,Tw Fow-Uarsk and Snnoom�Stw reombnal SLM,() liquotKowlirgelotaquot. Opallut 1 W112022 ,No Yes w WA Composite Edge F"taw Dow Parwhe often Yarded \ sldofibii(�) Q­'lgOqt­V; XY, )O(XW)00CK cie,ft..f.brar) 21, y ThamNli FrobvZiamic and Smwm�Snr Nominal 8&#.v:a squoilson4memsSicim'"Glazed 121,311rV22 no 'lea y4s WA Cbmpeolte, Edge Fberglass Door Parbeft Win Vermed S'aAW(V Qinawvrvom�' )QK' XKX or XXV Florida Depattrinent of Business & Professional Regulation POP I of l Florida Midartment of Business & Proterssbonal Regulabon P.W, or I Florida Dope rtmerni of Basiness & Pinfeaskmi filiagulatian p.'" I _'11VIRT . � . - AL RE I � "' ' �r;­�� I 25 x Theril'a-Tro Fibet-Classm aft $rribeoth-Styr 0-ftunfliews) Nominal SUM:04olackNonArroactilporat Glared IM112= NO Yes P40 N�tA Building Codes and ,Standards I �.� -1 Building CO&S. and Standards 1W.W1 BWdniii Codas and Standards r", i , I :� -.\ \j C7 T A , I i � IS �) IF I 11c. 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L 1 - �ad R sr d � P,yroelrokl E,rymaw 30 zd, Tharoba-Tru Fillow-C3amma, and Smooth -Star ,.X,"n "� 'ei)&qVVtN0n-IngWZ4UK*, GLIZOd 12f,51 W22 No Yes NO WA Praff"Pi,ar'm r'HgONQQf Composite lEd�pe F,Wglaas Dolablo Omr yft f 60 U V_-VA Roe 9 a A A EWVuL*.3Lftad= 33439t;o sdeldes. (Iwaanq�outzehmg; oxxo .. JAY A.,useel Au&2--AJA-%Wk 064M AML,tdf-Lsft kwed L6112=11,2XF-1--man confillurallon) A ____ %mbAEOLM jeoffoolgVehil Ausquilleitli[itill 11M 19blim 31 ze. Ther"ba-Tru -1-mbr.c4asaw am smaoti Nominal 79M9' .0 Mfustbion-ImpoetillqUol; Sng bw 121�bqrl= w Yes 14. I'llk Ali pi­cdb�t lialill, Namby w Nva, prizow kludliffir Rdft in FVHZ Idea MW ilfgaignt Ew_.U�_ Quata awaK Atialynedf0fbill AwoYieuxPlo 19111boyl llythilel " " 9WR VOW6111"Opma: Ra k".119.1"W'".1,11 "I'Mm "P. 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R.poi­j-'�y,�­ ,"'.-4vN.�' 2: FLIZIT41,111RUMImb W0274111 I Nopluds Elie �11 61, F,ofsiawal Ergirae, < Quelft A�A� Aborso,mol for U. Anonmen! for Vga Irrow, 1111.5110" glam-A92-112= cresonals" &iggmkuaml-mt a3LEMIWW-- i1al-ICOILIZI-a- ukw_ 919=_ W. 11 Quiliggs h - ArILM ..--. 2okkAINEE= A-,,dt-L- Apor- fo, Lft. "Noref OnIon V, "u, c­-.0w, .D., I,, .V"z emr.� .W*.# Minni FLA-MU&S Proba,t, _j it" Proom 11i flumber or Mines Product Dosedegon c Eld'ampat In H*.-. outride 4 Rvalisayd, preseurt &W I p1govuldlial,"barwarxMiet sym,04- VA. Eaut tyirnblatedvg*cr Lamb., QW31f.'Q�i .=512 NO Y" Mirk 4#1 i 40 SMMAV, Z'W,Vft­LW-[� L " 9 end �2.111 �Iid. rogt� t5i'$M22 '- yas Vay WA WA a" J!uifto "OWL taftor X IkM 9AML&MIJIM fta= Quesirlialac A11111112difill,xvilkit Awm2Lf,QLY.K ,am RE" la whIALd& wimm stg= cwmrm a- I 2 14111013-1. WDSKS 15pra blaIn.nagNht­­_,ud.w'0. QV31�212Z 14 tra. WOW Alab orroncer, curb Gcnmew Palo QMr=2 V. Yes Y'. Y" NLIA NA rVy My, z Pivroft. ISL "Mimi $l­4 Lbfter 03t5q �1.3 r4o fo, NON, Wk . I " Alurrimm, sold &an Vented Akmititrn 30MY Alph a Alumiunn thaid 4r.mro, VvAed Auri Or/30r,023 -,- Y_ n. WAI il "I 16 16 ga lose abraneve'". i 213 1 =2 Yar yo WA mrA 3 4 T�Ib­-_­ tZ% Tj fbm 5-1-0 L-�Id.d �--d Lam-b� da"J'r�V's araclurri �oryyywte iwmt� a crk,otted'sna"d amif"� w ", .,A KIA 1%j� f­ 40' NJA ClAug.riv;Wood SAW CIAU &.-; W0bV ' 4 WTna­_ 18 9. 00-0onadr, trarsi, cenrobdar ends QW2022 TV, "'s No ,VA tcwaR­_8­c, SHEET NO. 5 WIMM 20 PL .).on sirelawlth no, �wwblb,pwft � z I 1 $ 1.2oll 2 Y" Y46 ,,A WA 5 VA41,W1yr.u.R1F1.Q.FU ON WL" si.,ja D. 16 9- Is. INd OIL'Ir-ce-1 No yy� NVA PCIA 6 7 71fory,714 Tub Ivan IsOb am"�tWorriwo 1121�r_10212 20 0, In,. .-N-. PW_ 1=1�22 Y. Y. YA. Y�' I 'k lIFA WA WA I March 15, 2022 PA 1 1 1 . E? 0 8 2022 . IV . . id q.r proved in, 1"; . � F U '_' 7th ir PX2300 N U) CD N U O }' _ �ITy Simpson Strong -Tie 2ti20 FBC Approved roved Products 2. Updaterll.B3+;N•2014 Simpson Strong -Tie �0 FBC Approved Products r . r, Up�•�s't<1,f+,I^.�� - Simpson String -Tie 2(�2Ci Ap�rr;aiveei Products iJpa�staJ,21Jp1inJ,at Simpson Strong -Tie 2a2(} FE3C Approved Products Ug�tedt�/3��21 N N 0 O O . , , .. ,. For dlr ttInksto all 88T approvals fsfed herim, C LICr�H15R _ .-.' Fac ectt Inks to ati S5'r its fisted heYoud, C LC HER _ ___ � � For -- Inks !o ail is appncua3s Iced bNow Ll V _HERE. .. _ � : - Fix rat irvks to all T approvals listed bel�r.. LICK HEREr /'L W � LL F � � s,. .�- ar adtllktta_I �ramatlon st`dh FI[ari§�eiBWi4d..961C1 Approval lam lMld rsTanN d¢Cr ='ti-N g APp � -Da County -gig -�[anCU ��,#S.i.LICS�,.-,.w. aioa p SN _ - -a- - - - - - - mFor aAtl-tat lnformaUln efcip� FIp5�s5tetewtd6 ���rCl. :9.5.i Slam �.7�.saenl-t�np c_oynt regarding ApP SY Y __ Cr- eH - Js3 � �e NaF��.�c�tan_-.r._?u. CLICK �:� p - S - __.,� -.,_, - _- r-„- - - h r e?r tic. _ � m �±d r - - �Fr,F a�4.,#al.dl lnTnm.ecvl. Bldh-rltltl�5 �@.[irk}_..4r7lIGtA__-�.�ISSr>3....-_.4e711tfla:F==�+1nl � � , . y _ .. „tt. c� i u-� . N�r#AC..er: �_. TJD0.. C__-.. riER6, Y + - - - a F9T airs€�€Ieli �'rria F i .' Pr _ m«rr [tg�d� tares a 5i9p ..pprovat System �d Mamide County - �- F_ =;�k N- a Aacep�.noe (N4A}, cL, ..WERE. � V " _. is -- - FL#i 245F-R5 19 HUS HUSC series hangers Face -mount hangers available In +widths ranging from 1-518" to =3 V 9116" and heights ranging from 4511Cf'to 11". Concealed flange Sou # • Product Mon( .Numbaror Name ProductDescHt ic41 Sea # Product Model. NUml rZ Namg Q!gglit t DescH ion Sera it Product d1j. Numb Sr or aloe Product DLor1otlon version (Ht1SC) availabieformodels having width egrralto or O O "L -0 1 Titen Stainless Steel Concrete a Masonry Screw (TTN-SS) 114" diameter Titan sbinlass steel masonry screw 1 A21, A23, A.53, A34. A35, A44 A11-glas 1 UT, BTB. BTH Brick Ties greater than, 3.W16" L O 2 APA21, APA+ APA6. APVA21, APti'A4, APVA6 Outdoor Accents Angla s CNIST12, CMST14, ChIT'C16 coik d Straps 12 iUSseries hangers Paco mount hangers avariaable, in width%ranging from 1.718" to 3- 5J8" Q C 3 APB44, AP1544R, APVB56, APBWR, APSW, APF .BR, APE1010, APB101 DR, APVE44, Outdoor Accents Post Bases 3 CSI4, CS1S, CS18. CS20, CS22 :cited Scraps and heights ranging from 9.1 J4" to 16". O LL_ _ FLi/95WR& APV844R, A# V886, AP' £ R, APVB , APVB'SF,R, APV6109C1, APVB i01 OR -S C5HP1r , WSMP2G :ailed Straps 13 LGU3.25 SDS, LGt .63-5D$, LC=L15-2S-SDS Face -mount hangers IM O a I- (� 4 APDJT2-4. APDJT2R-4, r?PDJT2-6, APDJT2R-3, APVDJT2-4, APVDJT2R-4, APV1)JT25_ Outdoor Accents Deck Joist Ties 5 T321r6 Comprestii(`JTensron Strad 14 LU24, LU26, LU28, 1JU210 Face -mount hangars (� O Product - Nunt ggr or Name eguct DeitiSdI#lon AP1J'DJT2R=, 6 FISP, FSSP TSP Strrdto Plateta 15 LUC26Z, LUC21fj:Z Face -mount hangers "� -0 E O 1 SD101120T$11B, Outdoor Accents ConnectorScrew 5 APHH46,APHI-14611,AFTiH610,APHIH51OR Outdoor Accents Heavy Hanger 7 H1,H10A H15A,HF, 46,1-17-7.H.iiiH16a,H.a-2,H16-2Y HuericaneTies- 76 LUS series hangers Face -mount hangers available in width ranging from 1-9J16"to4- a) L L_ 2 SD9112, SOB'-?12, SDI 0119, SDI 0212 Strop. -Drive SD Connector S€r-w 6 APL4. API e, APT4, APT 6, APVL4, APV 6, APVT4° APVT6 Outdoor Ascents L and T err to-Col„r r Ties 6 HGT 2, HGT-3, HGT-4 hlsayy GirderTiedown SO" and heights ranging from 3" to 10-15116", (n Q Q 3 $D9112SS, SD9212SS Sgo"-Drive SD Conn saLDt SS Screw 7 APLH24, APLH24R, APL H2S, APLHXR, APLH2IG, APLH21OR Outdoor Arx;erits Light Hange £ HS24 Hurricane, Tie 17 MGWL03-SOS, MGU5,26-SDS, MGU5.50SOS, MGU5.aZ5DS, MGU7.00-SIDS Face -mount hangers (� a 1- f+ 4 z c F22 0- GI7LF22434, GT]GF2�12, GDGF2?614, GDCF227012, SfX..F-2�6, SDCh-".�1o1d, - Strong -Drive SL"35.r- Timber -Or SC,I',aw7 8 eIJLZ 8f[r°k Veneer Ledger C;onnaactasr 10 tSDB>,` "- � i, -t :�- �- tti � .-< <R .r N,. S� _ a: Ha"S ,. R �. H SD . ., ,. GIG, e, ., cl-.-, Heavy as y ,-4,ud :.,,�+ 18 III son hangars Paces mount hangers available in ratdttss ranging front 1 9116" m � C � � _ _ U) Q 5DCF221134, GF221 4, SDCF271 58. `"aDCF21,23 6 9 C872Z, Ct3T4Z Consoled Beam fries 11 HS`I'2 HST3, HST5. HSTRS blatant Straps IM" and heights ranging from 6.15116"to 19 117'. 5 SDCP22434, �P22512 SDCP22614, GDCP22700, SMP22 a, SDC `2, Str g-Drive SI P Timber- P Screw 10 CJ73Z, CJT4Z, GJTSZ, CJT6Z C= nceale d Jost T ;es - HTS16. HITS120, HTK 4, HTS28. H - 5j0. H7s-!U4 He.;,vy Tv1rs Strap 19 MUS26. MUS26 Face -mount hangers 6 SDCP221100, SDCP22t 1 a4, SDGP271400 SDHR27400, SOHR27614, SOHR31400, SDHR31614 Strong -Drive SDHR Combo-H¢ad Screw 19 12 DJT14 OS Deck Joist Te Dry vVall Stop 10 14 HTS018KTZ, HTS 2CO CFZ LFTA Heavy Twst Strap L:Y I1t Floor T�_ Anchor 20 SUR. SUL- SURC, SULC series hangers Slowed face -mount hangers available in widths ranging tram 1- 916" to 3-9i16' arnd helghtsiarging Tram 3,-1 M d'to 13.314". 7 sD6251121 60625134, SU 5200,SDS25212 S08253DD, SD&25312, SD825412. Stram-Drive SOS Heavy -Duty Cunneclor screw 13 FC4, IF' Framing CIIp, 1 b LSTA9, LE- Al2, LST4-u LSTA18, LSTA: 1 i,STA24, I,STA30: L5TA36 Straight Straps Concealed flange version (SURC, SULC) available for all double 5DS25500, 580% C25800 14 FWANZ Foundation Wag Angles 16 LSTI49, LST173 Straight Straps 2X and 4X models; on lit, acute flange is concealed. 8 SDS2511268, SOS252006S, SDS25212SS, SDS253DOSS,-SDS25312SS Strom Drive SOS l avy-Duty -Connector SS Screw 15 GAI GA2 Gi1ssidt Angles 17 L B20., i-T F= i0 Bridging 21 U series hangers Face -mount hangers available In widths ranging from 1-9116" to 9 SFaWWF2718, S0iWF2720, %. WF2724, SUW11`27263 SDWF27:i0 Sri° g-DrLrsa SCVVF Floor -to -Floor Screw 16 H?A, HlZb T , H8„ HI10A 2, HID$, H14, HGsI0 Humcane Tas 18 LTIS12. LT81 ti Ll Si _T 1lX LlutV orisl6frao Wand heights ranging from 2:50!'to 11-1/4". 17 16 HCJTZ HH4, HH6 Heavy Concealed Joist Tie Header Hangers Ill, 20 M'G I M'ST27. ==ST37. MST =, MST60, Air i72 Madium Gidw T iarlown Straight Stray FLA500107-Ria 19 KBS4Z Knee -Stacie Siabiruter -: MSTAP, MSTA12. MIST41S, MSTA18, n,IS'TA21 L R':ETA24, r.15,7AWr Ie1STA- `,.NIST.A40 3taig,ht Strays_ FLtkl£ 7-R6 X L"311i, L50, L70, L90 Angles 22 MST.'28, MSTC40. M yT Cat Iilis ro5s. M' "I"C"i'L' S7uikYIt Straps. S+eo # Product Model, Num bar ar Name Product Description 21 10E4 Past Cap ' r rASTC l'SLSB., N ISTC6693 Pre -Sent Sraps Igg.1 Product Model, Nuuhbar or Name Product Descnlration 1 ATR318, ATRIIZ ATR5/8, ATR314 Threaded Rods 22 LS30, L550, L +70, LSWQ Skewwabfe Angles 24 MSTI26, US , IX, MS`i 8, MSTIC-3 r STI72 Straight Sti 1 BA series hangers Top flange hangers avalliable in w,dths ranging from 1016" W 7- 2 ATUD5, ATUO€ -2, ATUD9, ATUD9-2, ATUM3, ATUD14, ATUD94-2 Alarnilurn Take -Up Device 23 LSCZ Adjustable Stair Stinger Com actor 25 MTS12. `s rSi6, MTs A; MTuS20, t. S24C, ri S , MTS30C t�ium TwistiStrap 1,18" and heightsran quip from 7-1M'to 30', 3 BP318-2, BPi12, BP1J2-3, BP5d8-a, BP5J83, BP3d4r t3€�3id-8, BPRTUD3-4 Bearing Plates 'r ..& - a L sS,.'+2r3L.'s, „.SSJ261�: LSSJ2c"t1-:, LSSJ28RZ. LS15J210L;?: LSSJ:I9RZ F�Id Ad �uarab Jack Hanger .' 20 A �t ...-n rC 2",-1 .. 2, pry, 2 NC aT,9=J-12„ Nt.Jt,-x �., 1-: P 1 �A�,x� ,6, hill-,Aa:,1 W 16, INCIt�W.e,-1td - E,4fgm�1 � DGBF sett Ihan ecc 9_ To flan a tar€ era available in vrddtts ranging from 3-51B°' 10 7- P g g '. 9 4 CNWGi8, 01 Vi/2. �MV'516, CN4V34t, Cl4W5)8-1J2, CNV43'J4-5J8 Coupler Nuts 25 s - ". ' LSS-`R1 81, LSSR2.1. L SR`°,37, LSSRg.56L LSSR210-2. LSSR410 yunlacleSlopeabfei,SgovrabiaW"rrpe; Field Adjustable- 27 RCwea+B'1';t,RCVS+B'i4 vvall$racing VS' and heights rangingframg-1J4"io4". 5 CTUD55, CTUDW, CTUD66, CTUD75, CTUD76, CTUD77, CTUD87, CTU1088, CTUO97, Coupling Take -Up (Device 26 LT P4, LTPZ Tie Plates 213 RPS, 6, RP522. RPS20 Repair Piero Strap v DGF series hangers Top flange hangers available in widths ranging from 1-1rZ'to 3- CTUD98, CTUDW 27 ii23Z, MI ML28Z ML28Z, ML210Z Angles t_ RSP4 Stud to Plate Connector WS" and heights ranging from 7-1/4'to 24". 6 N3, W, 145, N6 Heavy Hex Nuts 26 MMHS Roof Tie -Dawn W SP1, SPZ SP4, SPA_, SPS Stud Plate Tie 4 DGHF series hangers Top flange haaigers available in v2dths lanprug ftom t -U4" to 3- "7' R"i'UD3, RTUI39B. RT"UID4, RTUD46, RT°UD5. RTUD6, RT°UD"7, IRTUD8 Ratchetng Take-U p Dame 29 MMHC Hinged Rod Connector 31 SPH4, SPHB, SPH6 Heavy Stud Plate T"fie 518" and heights ranging from 9-l"'to 24". 8 TUD9, TUD10 Take -Up Device 3s MMLU28, f lAJ26-Z M; U28, MMLtf28-2, MMLU210, Mhv1LU12f 9, MAILU138, MMLUl3i1 Face -Mount Hangers 32 SS1 5, S5Z �, SS3. -S 4 Stud Shoe 5 EG6, EG7, EGg set" hangers Top flange hangers available in widths ranging from 5-i/4" to 8- 9 TUW38 Take -Up Washer 31 RSC, R8CP Rod Roundary Clips '-,3 ST9. ST1 L, ST18. STD, ST2£r2, S`2122, ST2 11=, ST2215, ST6215, 4, ST6 5i Straight Straps - 718" and heights ranging from 11" ka 32-t fit'. 10 UR VS" Uplift Rod Run Twdown System 52 2ST-3 Re Tisrpown 34. T820TS27, Tg30, T€s'ab,. T1842, TS48, TBI° 4 '"E _ T B6D Tenwion BrdPng : 6 EGO series hangers Tap flange hangers available in widths ranging from 3-5M'to T- 11 LJR54 112" Uplift Rod RunTietbwn Sis rri 33 lRTC227, RTC42, RTG27, R7C.44 fRG-_, Tie Conne-tors 35 TAB 10 704W812, T1 iir,14 Wall Bracing 114" and heights ranging from 11-1J4" ka 32". 12 URS5 5B" Uplirt Rod Run Tiedovm System 34 STC, STCT. OTC. HTC4 Truss Clips 30 VGT, VCTR, VGTL Variable Pitch Girder Tiedl 7 OILS series hangers Saddle hangers available in widths ranging from 3-114i'to 6-718" 13 URS6 3/4" Uplift Rod Run Tiedown System 35 T C37, TJC57 7mis Jack Claps 57 V,1B100. WSJ 0(C,'vw"612s5 WB126C, WSJ43C 11-mll Bracing and heights ranging from 8-1/2" to 28"L 36 Z2, Z4, Z44 Panel Stiffener iCi pr. 8 GLT`J series hangers Top flange hangers avakerle in widths ningiing from .3.114" to i- IM" and heights ranging from 11"to 37'. FLAM 0441-RO FL#I D531-RS 9 HID series hangers Top flange hangers available in widths ranging from 1-W16" to - FLteslty44 R8 1/2" and heights ranging from 8" to 39'. §M S Product Model, NOm ben Or Name PEDOM12,;,' aesojellon 5-e jT Protl9#ot Moatil. NUM Der 4 _Name PtrgtuCt nthtn 10 HGLS series hangers Saddlithariliddris available inl widths ranging from 5-1 X'to 1 DTT2 Hold-dmwii Sao 0 Product Moved, Nurn her of, Name - Product Descripf on 1 CM 12317.S 5, CBH2-3. ":74D, CD-42:rAA 75 Concealed tsar-.g€zrs and heights wing from 10-1t2i'to W'- 2 HDC1014, HOC10122 Hold-down 1 AH_P A" youtable, Hip -Eno Connector - DU, DHIJ. VHUTF stir" tar gets - Face -mount (DU, CHU) and top flange rD141TF) hangers 11 HGLT sere. hangers Top flange hangars available in widths ranging from 3.114" lo 8- 3 4 H008, HHOQ11, HHOO14 HDU2, HDU4, HDU5, HD5, HDU 11; HDU14 Hold-down Hold-down 2 .31 OSC2R--.SD.S', OSC2LSDS3, DSC5R-SDW, DSC5L-SDS3 GUC Drag Strut Connectors Gaine Brace Connector available in widths ranging from 1.9116",a 3.9/16" and heights tang ing from 9E 1.e` to 23-16; 16". 12 HOLTV series Iharigers 718" and heights ranging from 7-1J7'io32' Top flange hangers .available in wdlths ranging from 3-it4' to 7- 5 HPA28, HPA35 Strap -sty lis purlin anchor 4 HOPI-81, HC4j HCIP4 Hill; arnor Plate 3 HGU3 6 : HCuw 2 SOS, H a.50-SD. H -LJ5,- 2.SVS, Hf;U7m.-H35, Hti U'i.25- Facd-mount hangars 118" and heirilrts ranging from 14"1033'. 8 LSTHDB, LSTHDBRJ Strap-styl¢ hold-down 5 HHRG2.2. MG42. H.11 C-32.2; HM ;�411.81, HHR=v44, HHRC5.25C3 25 FIHRC5.3713-1=_ He;°y_ Hip to Rxhna Canneetaru v , W-`sUra-00-5D;< 3 HIT series hangers Top flange hangers available in widths ranging from 2.5113'to --I 7 MAS.A, MASAP Foundation anchor strap NHI 4 HGUS serer} hangers Fare -mount hangers avallable, in widths. ranging from 1-518" to 7- 9116" and heights ranging from 18" to '. 8 MPAI32, MPA144 Stra a urfin anchor P-�'Y p 6 HRC1 91, HRC2°2 H Ridge Con 9 = TWD" arid heights ranging from 5-5116" to 1Z7r16" 14 HUSTF series ha ers rig To flan a ist hangers in widths ranging from 3-118" to p g Io � o E8 9 9 P4:18, PA23, PA28, PA35, PA51, PA58 Strap-slyk9 purlin anchor, 7 RU26, LRL€28, LRU210. LRU212 Rafter Hangar s HHGU5 2: US, HHGLj5.5U-SDS } °Gr_r5.62 -DS, HHGLJ Pj•JetiDS HHG i.25-51D�, €ace -mount hangars 39J36 and heights ranging train 6 3J8"'Po 13-VW. 10 PAI18, PA123, PAI28, PA135 Strap -style purlin anchor 8 LS026, LSSU28: LSSII`--` Light SkhpeableiSkewable L r Flaager - F.HG 19.`OWLdlO3 15 HUTF. HUCTF series hangers Top flange hangers available in widths ringing from5- 11 STHD10, 9THD10RJ Strap -style hold-down 9 TIRE+TBE6 Tress Bearing €nharicer c .. HHU.525 9 HHUS28-HHLIS21ir-2 HHUS46, -ItJS48 HN=JS410 HHUSZ_50110, Face-mounr hangers 112" and heights ranging from 3-7J16"tc 15", Concealed flange 12 STHD14;STHDI4RJ Strap -style hold -dawn 10 TC24.TC26 TC28 Tru-Clip HHU5.281G version (HLICTf=) available for elm-`;ha�wingwchequaltoor °11 THAXt, TH.J21'3, THA218, THA218-2, THrl,2."4.�2•2, THA413, THA418, THAO41d,. THA4� 2, Adiiriatabler Trul Hangar HSIUR, 'r.SUL, HSURHJ HSUL.0 series hangers Slolvdid hangers available invoriths ranging from 3- greater than;-9/16% THAC.422 THA426. TF A4 -2. THA426-2 fR" to 5-1J8" and heights ranging from 4-3!4" to 15-3r4"< 16 HWP aeries hangers Top flange hangers available in widths ranging from 1 _016' tc 7- 12 THAI7.81122, THAI2 l}8t22, THAl2 122, THAI22' THAi322, TH =y =522, THA1422 Aciustable Tru4 Hanger -,Rodfor Waists cneealed flange se .ion [' aUfiC, HSULCJ availab� rag 118'" and he ghts ranging from 5.3/6" to 2V' 13 THAL422. THAR422 Skewed Truss Hanger double 2X and 4X models; only acute flange is conor lad 17 H%VPH series hangers. Top flange hanger's available in widths rangiing fi am 1.4`1 e' to 7. 14 ? HJA26, 'L`NJA'20, LTHMA Multiple Truss Hangars 8 H"TU26, HTU28, H'TQ210. HTU25 2, HTU28.2, HTI J210.2 Face -mount hangers 112" and heights ranging frond 5-&EV W 32°. 15 THJM2-4 -:!ylS!y THJit 5_-SOS3, THJU26, TH JI26-Vif Mulriele Truss Haruoers ° HU. HUC Wires hang--s Face -mount hangers avaitable- in widths ranging from 1-9116' to 7- 18 ITS series hangers Top flange hangers available in widths ranging from i-Alr143" be : - 16 TSBR2-24 Truce spacer-?�_-�Int 112" and heighfs ranging fro-r 2-718" to 19­114". Concealed flange fir$" and heights ranging from DAMP to . `. 17 VPA2, VPA25, VPA3, Vina ni, VPA4 V_41ale Pitch Cur nedors version (HUC) available fci all models having width equal to or 19 JB sieki5 hangers Top Range hangers available in width ,af l-9+06"and heights 78 �,a 1+T'GR va'siTlusSClit= sij rester than 2.9116". 3r'8 ranging from 5'" to 7.1f4". 10 HU00-1: &iI9S0S, HUCQ1 81111--OS. HUCQ_ -10-2-SIDS, H CO21 g 3-SCS, HUCQ31 u- Face -mount hangers 20 JBA series hangers Top flange hangers ava le in width of 1-g116"' and heights SDS, HIJG-D41 C-SDS, Hi JCC412-SDS, HlJCQ5 254-SDS, HUIC 6 25011-SDS, HUO: 610- ranging from 9-3/1 F' fo 13-1IS" SCaS, IiUT� ¢12-SDS SEP 0 0 2022 VIRTUAL RE I L ,V ' 'if T Virtuai Ass; ' inc. _ Plans �.e:J= r are a. r ove for cornpliant, with ti at 202 r L. 7th Edition by De ra Hnr(t-, Klahl PX2300 EMM Simpson Strang -Tie 2020 FBC Approved Products Updated 1 2t3 EMMI Simon Strong -Tie 2020 FBC Approved Products Updated =ram=a Simpson Strom -Tie 210120 FBC Approved Products Updated I.1r5W202e Simpson Strung -Tie 2020 FBC Approved Products Updated tZ%Iv�I)20 For dkeet inks to all EST aporovells listed balmw. CLICK HERE _ Fa diradi Inks to ell SST ovals rated tieaw. CLICK HERE. -__ For ges. Inks to all S--ST approvals Ind 5elrnv, -`; HERE ., For direct frays to ell SST approvals fisted belarrw- CLICK HER& _ .. For addtttonal infCfinaUen regarding Flandas Seatewsde IAvdrd APprv4al System and Mom -Dade Canty Notre of Aepptance tNQRt. �.lf f'K H 4 - ., _._ - - ,+r r � For addtas irnlamatiGn regarding; Ftrxldas Statso�a product App,'otal System s--, .Vtaml•Daus ,�rtritY - - -n - cuGr< I�E�F Nor: _ , .eeeptaner crA3. -----..- -. F ado.. in :ate: r r n . I'a:d-as alc,w4 .ter A r_ t ml-.r M - " nt ar a fom a9a d g St pducl .�_ oral Sys a ami•Daav -emu Nis [nee A 't"' €-i Y - � Acoap a tfJO 1. _.. - - - For additional i aryticrs r €_ s St _fie Product- Approval tens d mil d+ al M aDxdraO krr�' Agp .sal Eys el Nta dsa . Cnirrrh - r. < <K #; R Nye d Acceptance SNOAh. } 21 LB series hangers Top flange hangers available in vedth of 1-9Pi ' and heights FL#11468 ft6 1 i S1LBV1.56: _"LBV1.8 , ULBV2,06 ol-EiV2.37&-i-SV22.56 -C d2.68 511-=V3,12, Top Flange Jt Ht Hangers 5 SE -XF Adhesive Anchor for concrete ranging from 5-3/8" to 15-1 W' S1LBV3.H0, SILBV3 62 &IL5V4,(16 S LBV4 12 St-BV4,28 5&811a.75, S1L8V5.60 6 Strarwg-Bolt 2 (ST9Z ST62.4SS, ;TB2.6SS) Strong -Bolt 2 Wedge Anchor for concrete avalabts in carbon 22 LUAZ series hangars Top flange hangers available in width of 1-SJ 16" and heights Sea # Product fil2del. NUMtMr or Name PTodunt Desarl n 1 P S±LTT25-, 5VTT24 S41TT94, H774. HT-5 Hokiovins steel and Types 304 and 316 stainless steel ranging from 9-3f18" to f I Z' 1 H'HUS21C*, HHUaS210-4 Joild Hall gor 20 SOLIST60P SINIST7'2 Straps I I mil 110 ga) 7 Then HD (THD-H, THD-HMG, THD<1-4S.S, THO-H6SS, THD-00. THD-CSB g Then HD Heavy Duty Screw Anchor for ooncrete a_ nd masony 23 LEC3, LE05. LEG7 serlas hangers Top flange hanger: available in v4dths ranging from 3.11W to 6- 2 HRS6, HIRE, HRS12 S`aap Ties 21 SP4, SP6 Stud Plate Ties available weir hex head in carbon steel and Types a04 and 310 718"-am heights ra• ,;ding from 9" in 33.112' 3 HLICO210-2-SDS, HUCQ210 3-SDS, AUC4310-SDS Jairt Hanger 22 SSP, Oo5 , 'SP Stud Plate Tills stainless steel. or with countersunk head in caMDn steel and 24 hIEG5, MEG7 series hangers Top Flange hangers available try ;idths lrangsrq ttom 5-114" to B- 4 - HGB2, TWG133, THGBH2, THGBHa, THGBH4 Joist Hanger 23 STC, OTC Truss Clip Tyre 316 stainless steel Cn 7/8" and heights ranging from 9" to 32.1IT 5 7Hf302-Sly, THl %Q3-SDS4S, THIQH2SDS3, THGQH3 DS4,5, THGQH4-SDSs Joist Hanger 24 TBO2? Trues grace, Diagonal 8 Titan HD Rod G ooplor (THD37634RC„ 1 HDS 4RC) Then NO Thre.'aded'Rod Coupler for concimhe 25 411T series hangers Top flarge hangars ovailable in widths ranging from 1.9f16°'to g. 6 THGWV3-3, THG'AM-4, T; IQW4.8, THG V4-4 Joist Hanger 25 T C'37 Truss Jack Connector 6 Titan HO Threaded Rod 'Hanger (T HDB25158RH, THDB3715819H THD372112RH, Tien HD Threadied Rod Homer for concrete 1/8" and heights ranging from 9.1/lf" to 24" TH05022RH, THD1=c12RH) 26 PF, PFB, PFDSs, PFDSB sales hangars Top flange hangers available in width of 1-9116_ and heights 10 +Aladge-All (VWA) Wedge -AI Anchor for masonry ranging from 3-3/3"to 7-Iff' FL#1141'70R5 FL#13F r4-116 (D 28 28 RR WP series Mangers Ridge rafter con llgersrapid r Top flange hangers available in widtihs ranging from 1.91'--6ND 7- JW Product kRordci. Numbgrrsr Name Product f?escnption 5m ft Praduci Sda1. Num terror Narne Product Dtfotion FL#16230-RB 118" and heights ranging 9.114=to 32". 1 =AL20 Dar_lar Embedo*= Truss Anrti..-r 1 =143.62_SIDSHOG, CCGM4.62- ,SHDG. C QM5.50 Si,SHDG. CC QWt _d2-SDSG, ry sorry Pier Caps 2 3 FGTR„FGTRH+_,FGTRHR H16, IH1665, H16-2 H16-"S Girder RetroffrAnchor (Hurricane Tie CCTCIvN 2-SDSTG,COT0145-5411-: SC,0000W62-SOSC C-0CQM46'2-SDSG. CCr::C's ,15 5o_SDSG °yW i PraductlAaideLlNunrWrortlame AT-XP PmdudDescifiW n AT-XP High-Sbenglh Acrylic Adhesive for concrete or masonry FL#10860-RS 4 HETA12, HETA16, HETA" 0, HETA24 HFi A40 Embedded T russ Anchor 2 ECCLU10 =2G-KT, PCCILOM4,6264CIF. FCC 1 0105 50G-KY ECCLLCMC3 52G.KT, Masonry Pier Cans 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HETAL12, 4EFAL18, HETA.L20 Embedded TruioiA.,char ECCLLQMD4.62G-KT. EwCLLOPi L}-:,LA:.-KT, ECCLRQMGu,cA-G-KT, ECEI:-RQN,1D4.6 '- 3 SST-XP SE.T-XP High -Strength Epoxy Adhesivelor masonry I ABA44 ABA44R, A'BA48, ABA46R ABA66 ABA66R Eroduct,Dascrjg}jg,(T Adjustable Post Base 6 7 H3GA�M1Q, HMU HHETAI'6, HHE'TA20, HHETA24, HRETAAO ItIalsorryrotrofi°corneciits Heavy ;E�nbedded Tnrss Anchor 3 Kr F0CLRQMD5.50L KT HGUiM 25_ HGUMIS D-, HGUM7.0 -- F. 3JM7 25 - GJIA19,00 Heavy Masonry Mangers 4 5 Suorlg•Balt2(STl3Ic) Titen2 (TTN2) Strong-Bolt2 ledgeAncrorformraaorny Titan 2 Screw Anchor for Concrete W i 2 ABU44, ABU44R, ABU46, AEU46R, ABU5.5, A81-15.6. ASU65, ABU66, ABU66R. ABU88. Adjustable Post Base 8 LGT2. LGT1=GOS2.5. LGT4 SDS3 Gindor Tiedovvr 4 I-GUM26-2 LGUM21-3 L GUM26A '_GUM28- - L G UM28-A GUNI28.4. L _ UM210.2 IvAstarry Beam Hangers 6 Tien HD (T.40-114SS, THD-1­16SS. THD-CS65S) Tom HD Heavy -Duty ScrawArchor for noiwete available in 304 ABUSER,ABU1010,ABU1010R..ABU1212,ABU1212R 9 LTA2 iatefa,Truss Anchor LGUIV2103,LGUM2104 LGUM46,LGUNI48,LOUM410 or.316staintessisteelwithheir head, sni:1316stainlessstrielvvl.h 3 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, AB),V56RZ,, AgiiW-7 Atdjustable Pose Rasa 10 META12, PAEI-.A16„ META13, META2" 0, NIETA24, ME-FA40 Embedded Truss Anchor .. M8HA3.1219 25, NIPH ...-201.25, MBH43.56P, _.5, M8HA3 1-61.9 25 MBHAJ.s6{11.23, Masonry Top Flange Beam Hungers countersunk tad 4 AC4, A1<;4'R, ACE4„ ACB, AC5R, A-CE6 Poet Cap 19 1ifSTAM24" r85TA'h436 MaTCM40° M5TCM60 S#ap Tie for Masonry retBHA3 5iw11.88, MBHA:; 58114. r==1P_--A3 56f16. St6HA3 broil 8, fri8liA5 5W ate. 7 Titan Turbo (rr'rTl T"iten Turbo Screw Anchor for concrete or masonry 5 BC4, BC46, BC411, BC6, BC61R. BCS, BC52-2/4, BCS2-3/6 Post Cap 12 MTSMIS, U, SM20, HT M 1b, HTSM20 Two Strap for Masonry 10SHA5.5a6.25° MEliiA5.50111.25, It9GHA5.50 T 3, MBHM 53M 4, MB ._.5 418. 6 C1344, CB46, CS48; CB66, C868 Embedded Column Baca MSHA 1A cz 86-SOS2,COSC,a885052 dedColu Embedded NEHLI0 81111-13 60 A nr £ W r 1•" P4BH 3 a� AtO J536 1,.2M5 tBHU l66a 215. Masonry Bern Hangers Fj,#1fM7-R3 \ 8 CCSQ44-SDSLJ rBSQ46-SD62,CBSQW-S$ZCB8 ies viti Wri rangingfeom31r4 tx g.ir "end rvV2 ranging from 3-5/8" to 7.112" F II8,MSHt .55116, FiPltUVia.MBHU .t8 _*MA Product model- Number or Name PToduct DarKltdon O 9 QSDS2.5, loOM-SOS2.5 Series Sctlniwed column caps with WI ranging from 5.119" to 9 1jZ_ arid W2 ranging from 3 18" to 7.112" Sea If 1 Product , Num her L Name DTT1Z t'roduct Dascnotlan DeckTansicr Tie i X349101 K, X1$1016, XJ 810184K. XQ I S1016° XQi 61016 4K in0.16 Stroh -Drive X livedifSeiP-Drib, Tapping &crows with OS Point Q 10 CPT44Z, CPT86Z, GIFT89Z Concealed Post Tie Base 2 P-012, FID19 'Solis:-3 Holdaims FL#138'i'sv-.R6' 2 XL0114f'1224, )(1-0114B1224-2K 012 24 Strong -Drive XL L&--Head Mmial Set -Drilling Tappinng 11 12 EPB44& EPB44, EPB46, EPBW €PS4Z Embedded Post Base Embedded Post � 3 4 H036, H05B, H07R HD9B HTT4, FR-r5, HTTS-314 Bolted FMdcwns i an =s^n Ties S # ProductModel, Number or Name b Product Desc `ptlan � 3 n XMQ11-059224, XiA4114812,"4-2F( #5 Drill Point and e g m-Head Medal 6 e x Washer Head f€12 24 3tranp vo XM M�1'kLarge D�rrreLar Fie T-Drilling, O Q 13 L CB44, LCSW Embedded Column Base 5 LTT19. LTT60S, LTT131 _ Light 'ens on Ties 1 _ _ -n 1 7 SD«J2-3r"C, SCW2.-a- , SDW. 2433, SCVW22458. SOW2-d00, 5DtW2 CQ SDJW22538.. ;Da":tm"8 3 _ trong Drive SOON EVVP P-> and TRUSS P_Y Soleve; 4 XQ114S1224, Xi711481224-2.W X114S1224, XQ112S9224, X0112B1224.2K Tapping Screws with p5 Emit Point and Medium Drarreter Hex #1'2.24 Strong Drnae X Matal a1g, Tapping Scre +4.ith }a 14 Li4Z, LPC°6Z Light Post Cap � y -Drive -Drill 9- Pitt 9 Drift Point 15 18 h ps"Z, MPW8Z, Mpf38 P844, PS44R, PM, PBS, PB66R MOM-4 Post Base Emb€c 1od Post Lass FL#13UM2 2 3 SOWC. m_ SDWC1 6 t5 >:DJdH1 D30o)8:, SDVWH +940008, SD'vVH196,0D8 SDWH188G1vDB �D:"rH1@10WC6 Strong -Drive SDVVC TRUSS Screw Sorg -Drive SLAM TIMBER.-HEXSoresiv 5 XU34S1016, XU34B1016.51< 1`=096 Strong-Unve XU ICJ Sell-UriT g, Tapping Steers with 17 PBS44A, PEL�,�6; PBS6B Embedded Po.t. Rasa; 4 15D'x1Jl- 2740OG :SVr/ ii BG3G. S"- -1278100G ET W 2 710L1 , SDvi11127 23010i ' ' "' Slur; Dnue SD" 14. TIMBER-FEX H OG Screw g 91 Drill Point 18 19 PBV6o PBVIO 1 i 44-16. PC46-16,'PC46-18. PC64-1€3, °vC66-16, FPCA4-16. FP :6-16, EFC48-16, Round Post Base PositCUP 1 Pradugl Madill. Number fJ,=ma S€335Mx24, S87Mx24, SBIx§0 Product Datscr 1hi an SS Anchor Bolts 6 SDr":JS'W212. SUUWS1cwu:J, SCNNS10 12, SDWSI6400 SD"S198U0, SOWS19712, SDW 2400.SCV 5 2500 SDw'1=22512 SC -2W0 Strong -Drive SDWS FRAMING Screw Wiring -Drive: td,`vS TIMBER Screve (Into nor Grade) � O 20 EP4-16, CPCB6-16 C6 , PC4R7, PCW, PCBRZ, PC8Z, Pt-.?FZ,EPC4Z, EPC4RZ, Elocaz, EPC&?Z, EPCZ. Post CoiP 2 SST616, SSTB2D, SST �S 4, SSTB2: SS B34, SSTE_36. SSTBI; L, SST820L. SSTB24L, S828L asTB Anchor Eller 7 SDV'e'S'.28a00, 5<DW F. 200, SDVVZ'121000, S`Y a221100, SOWS G, a=DW=15`C SDrox, Say240CD6 ` ' ' TIMBER s-crew(Exfe- nrGrade) FL9HI22-it0 EPC8RZ FDWS22100 B prpduet orlial. Numbarcirlilaiii ParaductDe rlclffan. 21 PPL344-4Z, PP844-6Z post Base 8 SOfv'22:11OBB, SDV._--512GB8 Outdoor Acren:d Shuchrra[ al,aod Screw i OSSG843.51 DSSCBllB, DSSC648. OSHS fJapass Framing Drift Strl;t Connector 22 RPRZ Re" Post Base FL#138T2-R9 a SD10v`S273(oiEeS. SDN 27400SS, SOWS276CUSS. SOWS2760USS, SD-WS218,XSS, ' Sarottg-Dine SOWS TIMBER SS Screw 2 FC:B43 5, FC1345.5. C547.5, FCBrTg.5. FC84 i - b Idipaiss Framing Pbred-Cird Connector W f1COCOSS, SOWS2.712CCS.5 a-D J'".., 3 FPHSD34SIGIl I'PHS133497618. FPHSD3a61018.5K Flat-iS -,4S1214, FPH 4512i4. F�34B4214-5K 011118 and #a<-14 Sfnnng-0nv'¢ FPH Fr'amiing lo�CFS SelF- drag, Tapping Scrav� FLiiti Off RS e0 S# 1 Product Model, Nulrnberor Name C1w1ST12, CF.=T14, CMSTGI6, CS14, CSIG, CST' CS20 CS22 Product Description Coiled Straps 10 I I S N13400 v't" _---rN22 irEring����Dvv9,9JVV S'17LE -0=RIM Screw a ;nor AccenHex-Hoar VIashor 4 L5FC2 25, LSFC4 25, L SFC6.25, SFC2 25. SFG4.211. SFC6.25 del Framing Clonnector U 1..1..1 2 HRS6. HR, , 1-IRS12, FHAS, FHA9, Fi1Al2, FHA18. FHA24. F:HA-0 MSTI28, MSTI36, Straps 97 mil (12 ga) 6 L3S174.25, L SSC6.25,. SSG2.25, SISCA.251 SSCO 25, MSSC2.23, MSSCA- 5 MSSC625, Sei Stud Connectors elf I Product fbkodet. Num Wear Name FJA, F'SA Product Descrtlxttatr7 Founcrihan Anchor 3 MSTI48. MS 3Sf7, MST] S14ST27 S1f ! 37 8 M5T48 HTS16.„ HTS20, HTS24, ¢Hr828, I-ITS30, HTS30C Heaary Twist Straps FI liii lj -R3 6 MSSC4.g5KW„ MSSiO 25K+fiJ RCKW -S, RCKVil RCKW7.6, RCKWSS, RCif'VVS.AS Rgdl Knee Wall Connector 2 FRFP Fiat Retrofit Fourmlon Pats 4 LSiA30, LSTA36, LSTI49, LSI I73, NISTAID, MSTA'L_, MSTA15, MSTAI B, MSTA21, MSTA24 Slam 43 mil it 8 gal 7 S 843.5, SCB45.5, SCB47 5, SCB49.5, SCS411 5, MSC543,5, MSCB47.5 Bypass Framing Slide -Clip Connector 3 GH465. GH4r's--8-. GH48-6, GH48-8, GH410-6, GH41L;-8, GH66 E,13166.8, GI -I 43, GH68- 8,GH610-6, C�0108 Girder Hanger 5 6 L5TA9, LS7Al2 LSTA15, LSfA18, 215TA21 LSTA2£4, ST282. ST21 22, ST2115, ST2215 Ln�H3.2S SUBH3 Z�. V.SLlBH3,"'.5 `, Slid 33 mil (20 11i Br.i in Connetrsr g g Sao # i ProdbAt hl29W- NUM r2( Name AS 1 R AS B.S.B, AS PrpdflCt 92SGtfptI0C1 1 g Truss Pi oon R a 8 9 SG532-5z'Al SGS62-5197: SC562.5i118. SC582-51118 S01,/d3'214' SCW 9.5 Bypass Framing Connie sr Hoad•of-Wall Slide•Cl'ip Connad it 4 5 r r _, CLBBA« sLfa.� LBEC : D, ..aLi17;'.-<'"LB7B CL7C, GLByt GLBT512, GBLT612, GLL3T516. G BLT616, GLST520, GOSLTS20 r"token Boar Pla#h Bearing Giularn Bearing Plata r 8 LTPS LTS12. LTS16, LTS18, rTq-20 Lazerfl f is Plate Light Twist Straps 2 '3 AS 201 !l AS-20 21 ga. High engllh I'm" Plate 20 ga. Truss Pate 10 11 SUC8 2 w, as.iC10.25, MSJC8.25, NIS i;10,25 SSi33.518 Savol .khist Connectors Bypass Framing Slide -Clip Strut Connector o Cz 9 NISASO, MlSTA36, STAa" i=- ST6224, S 3 S, ST1 Z ST18. ST22. MST C28, IMSTCJlKr MSTC52 Straps 54 y16 4 ASHP Hinge Plate Connector 12 XLSH34B1414, 1414 #14-14 Strong -Drive Y.LSH Shouldered Self -Drilling, Tapping 6 7 HGLBA, HGLBB, HGLBC, HGLBD H T-2, HGT-3, 1GT-4 Heavy Glulam Bearing Plate Heavy l . 3i d er Ttedory 10 Mid C68, MSTC:78, ST8" s mil gas ape 68 - Shp ._ mil {14 a) ..YLSH Screws W 6 LIFP10-SDS3 UnfversaI foundation Plate 11 " MITS112', MTS18, NYT818 ;1iTS'.hd: W 0, R,1TS24L, Mr S30L Meduan'TivistStraps 15 7;-QISI016, X01 B1016-4K. XD181214; X0169214-3,SK, X07,881224, X07681224-3K, 010-16; 012-14 and #12-24 Sine g-Orive X Metal Say -Drilling, 9 URFP Universe Retrofh Foundation Plate 12 51.56, 5J81.8i, SJa' ,%, 5iBZ37, S182.55, S1B2.68 5183.12, S,B3.56, ar53.62, V54.06, n�4.12.WB428,SJ64. o,$65,50 Top Flange Joist Hangers F-LAH U30nftll XCt114S1?24, MI1481224.2'SK XQ112Sf 2?4, XQII2B1'224-2K. X34Wl016.5K, X1S1010,XIB1013-4if,X1S1214,XiB1214.3.5K Tapping Scrams Q Z 13 &BA2.lZe SIBA2.12110_ S!BA2:1'611z, SIBA2121141 &BA4.18/8.. S/BA4.18l14, Top Flange Joist Hangers Sag IF Product. dal-. Num tar o^-Name Product Descranftcn. J w18A4.Istill 2, WEA4.IBil4 1 ET -HP Adhesive Anchor for concrete z 14 rHIA Hur'icanis Tie e AC, GDP €aDPM-SG DPIA 755 GD0441-101J GDP , Gills 0 _ N-7a GWACA GTH Gas actuated fasteners and r:=semblle€ Q 15 �iiDBS. VHOSe, SA401 sS, StUD108. S(HD15S, SfgD1SB Hnldowns POPA, POPA-K, PDPA ram`, 00P4 , PDF'AT K P W, PIN1r .'7WP'W -,DIPAVsaL P ergactuated fasteners threaded studs, and a i tulles 16 &HOIJ4, sMDU6, &HD -0. SIHDU11 Hold=7wris RDPAWL MiG. PSVL3, PSVL3-K, PCLDPA, PECF0PA, PTRHAS, PTRHA4 J '17 :2J�".'T, aHJCT do ist Hangers 4 SLT_3G Adhesive Anc!=.o.- finer oarcrete CL SHEET NO. March 15, 2022 PA 1.2 T a) a) C- (n -Fu a) -0 > "IAMI 11LA-W-DADE-COUNlY PRC6rCTC0V`7R0LSEC1M[0N FFN PGT Industries. Inc. PGT1ndrnnie--J1uc. (D 0 0 PQT 0 a- 1365 STIV -`�065 stralal Room -V& NOTICE OF ACCEPTAYCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: E'VIDENCE SUBM ITTED CU -0 0- DEPAWrIMNTOF RZGW.AT01LYAN-DECM%c1WC RESOURCES MER) M-zal Flatift 13175-:474 1 t 80-4" AND COVE ADUMVISMAnON DIVISION TWMS-2500 FC71n515-150 NIOTK1 OF ACCEPTANCE IVIDENCE SUB-31IT, TED CD NOTICE OF ACCEPTAY.C-E 0A) I- Evidence submitted under previous -NOA D. QUALITY ASST`RANCE Cn :3 Co Co Cn X DiKkM"ING's B., TESTS(condlatted L h1havul DadeDeparttirwof Regulat-ol Economic ResourcesfREM. a) -0 0 C) 0 PGT Industries, lanc. 1070 Ttchaadl Dtirt. I 1, NA turds die drawings and sedions, 55� Test iepasat on 11)Air1nf1:--1tratia=.n Test. per- FBC. TAS 20-2�94 '11AS '-XIA:TER1AJL S- o 0 North A. enice, rL 3427.; (Subinined wider.VCIAX& 11-0107 04) 2) Urnifom Srat. IcAir Pressure Test- m FBC. 202-94 E. CERTIFICATIONS C LJL 2. Drawitil NID-5570.0- tiTk-d-'V=y1 Sliding Glass Doow- NO -A (LMY'. sheers I z J) Water Resm'since I esi� pef FBC, TAS WtM, - i f L N-eike of Acceptance No. U"528.14 issued to Vision Evnission Luvited cirtheir CU 0 M throu&21of .2.-preparedbytismu6chuelr. dated W05515. ivathrevaionA dated 4)Largelhdissflot ImpactTest pe--FBC� TAS 201-A S "White Rigid FVC Exterior Extrusions for ANW*vrx and Doors�". dated 0&1 3A 5, CU 0 > U) -0 E 0 docitateautionsubal has beenreviewedand accepted byNtann. rotle CountyFLER-Frodaict Control Settioato L- 04+'0517, signed and sealed by ysin Met Aind Ptessalire 0- - S 20-94 C_ Llic W aiding -per FBC� TA ex piring on 09,130,19, (1) Cn (1) CL be used in MialanDade Cotuay and otherarelss sinere allowedby-the Auffiratityl4wring Jeris4etka 6jorced. EnwiTest.. perFBC. TAS202-94 2 Notice of Acceptance No. 16-0920.08 ismed to Vision Extraswrt Lilmited for ther Cn +0 M r CZ - -*� This NOA slialt act be valid *11arthe expirlifion date started below-1-he Isfimtti-Daidee County F�rvducz Corlzol section B. TESTS Is to=! glass dovr� prep e_ 100 Tau 210-2 andlighter Shades (Nou-111ke) Rigid PVCExteilor Euru-sions for C: U) (In Miann Dade Counry) anAlarthe.A111 (al meat other thanMiatuiDa& Coral reserve the righ, to have -this - 2 4 1, Test report on 1) Uniform Static Air Pressalre lera. per FBC- TAS 202-9 bvfenenaratical Test i b � I n c. � 1 � t s t R-e p ort. N o, F T L 8 5 4 st d a te d 1 .1 - 0 6, 1 ig n ed ing L� 5�s and Windows and Doors", dated 12M&I6.expiring on lV2%21- product o r cam 1 W tested for quaW aissura me puT osal If this pro ductor matenal frails to per5 nu in the a c c e p ted Lzigg e Missile InWet Test per FBC1. TA-S 20 1 -054 s�aled by ldahWs. Ortega-P. E- jesu rq�ort fevised on 15 and 011i ti'M 3. Notice of Acetptance No. 1.9451&15 issl to Vision Extrusion Limited for their manner, the manufacturer will incurthe expettse of suchtesting andthe AM may ilaaniediateLyrevok-e. nio, dify. at 1 3) Cyclic WindINts-vare Load ing per FBC. TAS 203-94 3 'rep - tratx -04 6 Test or or. I)A-irInU -avUTest.MFBC.TAS20-1--`1 '-Brown Coated (PaintAee or Laminated) NA-lifte Rigid PVC Liter!" Extrusions for- suspend the use of such product or material within their Jurisdiction, RER reserves the right to revoke this - aloug,withmarited-up draw'mgs andiastallarlon dial of vilayl slid big glas-5 door. prepare 2) U = Static Air pressure Test- Per FBC� TAS Mr.1-94 I Mmdorrs -and Doors". dated 0Sl3j'1 5. mpiring on M,30,19- a a c cep, r a nc e . i f � it i; s � d ete rmus 1 ed ky h ama, Da de County Prodr-c I � C ontrol S ec tion th � at th is pw dwt o � r mate ri al f a i Is t 0 Meet 1he requitmem of die applicable budding code. bvFent-stration Testing Lab. Itl Test Repon No�FTL 8717� �ated 11-0715-sigm-rd and 39 Wai eflkesistance Test � per FBC � TAS 202 -444 4. Notice of Acceptance NINt. 1 "711.02 issued 'to ENERGI Fenestration Solutions USA, This productiSappeoved as di��dbaed hetein and has been designed to colinphy with the Flofi& Buddiagg, Code. sealed 'b�v Id alr)iis Or le� a, P. E � (Test reW. revised an �02 `15 il 6 and �O 2 22 4-�� 161 19 - 41 Large Miss Impact Tea per FBC. TAS 201-94 I Inc- for their "TANN3040 and Lightet�- Shades (Non-Whlte)� Rigid PVC Exterior inc ludial the f4i gh Vek�city Hurricane Zone- TesT repon on Air infiltration Test- per FBC- TAS 20-2-!94 5) Cyclic 'Xitid Presswe Loading per FBC TAS 203-0-11 Extrudons for Wmdows and Dol dated 09115116. expfil gg on 02,104M. DESCRIPTTON� Serits ".45 7612.770" N'tayl Sliding Glass Door (Reluforced)wAr*90'& 1&-Pcorner­�LAU 2) Uniform Static Airlifessure Test. Peer FBC, TAS 202-94 along with araked tip &awi= and mKallation diagram of viaA slidnig glass door.. prepared, 5. Notice of Acceptance No. 16-0712.04 isst*d to ENERGI Ftnestration Solutions LISA. �kFPRGVAL DOC TOWNT. V32 w -in g No M D - 5-5 70 .0,Re r B, atled " Vw,�l Sh dia g Glass, Door NOA sheft Water Rmekit;tnce T1 es t, per FBC. TAS 20-2- 94. bv Fent tion Tess I - d King Lab. Inc- Test Kq)cav No- FTL 855 dated 12 04: 14= sigue, and Inc. for their -Bronzeand Lighter Shades of Cap C oated Rigid n7c Estetior 4) Laige'Missile ImplactTest M FBC- TAS 101-94 Sesnied by Idahnis Orm� R E- (Test report ffviseat on Extrusions for Windows and Doors" dated 09f '15 116- expiring on 04; 16120. I duo u gh 2 1 vi 2 1, prep tire d by in an a--& cturer. dwe d 10;0 5, -15 and last ril 0 a 02101 !-2 1. signed and sealed by Aj C ychc 'Win d Pressure L o, ad ing per. FB C - TA S -) 0 3 - 4 Pre 7. Test rq)ort on 1) Und Stanz A-- vaire lest- per FBC- TAS 1 -94 6 Noti 'ce of Acceptance No. 16-0712.0 3 issued to ENTRGI Fenestration Solutions Us SA, A. LyratNfiller, RE_ bearing the Marni-Dade County Product Control Revision statup withthe Notice, of 6"i Forced Emy Test, Per FBC'. T AS 202-9-1 2) Large 'adissile Impact Tessi per FBC, TkS 201-94 Inc. for their "181ifte Rigid PVC'Extetior Lin-usious for Windows and Doors -dated Acceptanceaunim and expiration dal theXfimui-Dade County Product Control Sectim A IISSILEE WMA CT K-kTIXQ- LaitV i nd Small Ift. sik Imp t t Resill n t along with marked-updraw, ingo and itistallatiort diagram of vinylsliding glass door preparret 11 per FBC. TA 3 203-94 3) Cvclic Wind ?ressure 7 oading 08,40i'l 7, expifing rst, 02�2&1' I& - by Fenest t tion Testing Lab. In c­ Tes t Report N o - r T-L 954 6 - d a t ed I 1 -:0 &15 - sip &d. and Lm gUss do", prcpared along with nts�­ap dimings and instr�t diagram of vWvl Sliding 7. Test rq)ovs No(s). 10-002-792(X � 10-064MO527. 535 753-09- per ASTME-94- )forapplicableS6 1, See table i (sheetD and table 2 (sheet 8 'D unit ames. desip presiltuft. fefi2fDrCeftW1ltS r sealed bl� Id alwis,Ortega. P E. Jest repoct mised. on!0 1�04 �� 16 and 0' 2/1 A '2016 by Fenestiat ion Tt-sting Lab- Inc. � Test Repo:rt No. fTL 6638(�sai�-iles A., I th u -A-212 dated r Aq TNID 1910 and --A&STkff)-63 5. isawd byEXMA to Vr isicann. Extrusion for C*Nlosk quiremients &u types. a rtser(see tables B-1 & B-2, sheets 7-3) and anchor layout sheeft re in I I tbru 16. I Rigid Aline PVC- Tan (Non -white) Rigid PVC&ad Brown coated (Paimed or tarinva white &0 FVCto be 3 Test mport on 1) Air Infiltration Test. per FBC. TAS 202-94 �2 Uniff onn Static Air Pressure Tem 1, per FBC. TAS 20 -94 11 � 19 1: i 0. signed and sealed by Jorg e A, C auso,, P- E � f-Sit b ist uted mider NO-4 Na I I - oj� 6 0 1 conpowe Material -11 7. fSubutilted utder A10.4 -6101 fi 3) W Resistance Test FBC, T-k S 2 - Infiltravion. Test, FFBC- TAS 20'2-914 8 1) Notice Acceptance No. 14-091&11 issved Kiumy America.. Inc. for labeled per refirented NOA'.-. ater � per Z111 -4 estrepotion Air per of to their ,3 � Egress operable dOOMS MUSt Coal with min oklar wridth or height per FBC sequirelmetit as applickle. 4 Large Nfisade Impact Test per FBC. TAS 01-94 - S 2 21'� Uni iStatic 'it Plessilre Teg. pet FBC� TAS 202-94 f - 'Sentry-Glast (Clearand Wlilte) Inteiiayee- expiring on OT0411 S. 4. Pock-etwalls under separate approval. to be re%tewedby Buildiag official 5) Cyclic ViTind Pressure Loading per FBC- TAS -103-94 per 3) Water Rewanoe Test, FBC� TA5 202-94, 9. Notice ofAcceptance No-16-1117.01 issued to Ku�tray- . Amerill Ii. forth& L.aEM�G.- Eachulad shall bear a pennalreat label with whee wandhoweesnante or lops� cirr, state and series and yProduct CostrolAsilaroved".noted hemux following statement. mI&mni-Dade Count 'A 6) Forced EntryTest, XF3C, TAS 202-gra along with audmd -up drawings and installation diagram of virtyl sliding glass dooL preparro I Test per FBC= TAS 201-94 41 c N-lissik iscapact 0 '44 C ychc V�.Tcid Pressure Load ing per FBC, T A S 27 3 4 -Tro, Mott Ultra clear. Clear and C olor PNB Interla yers7, etpiring 01107,0& 11 9. W RENMAL of thisNOA shall be conidered after a renewal application has beea filed and drere has beea no byFenestration Testing Lab. Inc. -Test Report No. FTL 854"r. dated 11'0.4-15- sigAedf and- 6") Forct-d Erll 4 Test. per FBC- TAS 202-94 F. STATE 11ENTS change in the applic able budding c ode n egatki%ely affecting di e p erfoarmanc e o f this product.. T FJLNM- ATIO'N o f this N Owk will accur after the the se a ke d b y I d a h-n i s 0 r t e ga � P E. (Te st rep or re- 0 s ed .3 n 0 2 15 T, 16 4, Test ltport on I i Test per FBC- MAS 20.2-94 alorag' wi inasked-�jp drawailrsand instaUation, diag n of xiayl sliding glass door, prep -cued by Fenestration 71 estiagl-n , inc-, Test Report No- FTL 6-13" (samples A-1 thru A-5'I dated I -Stat-eall letter of z onfornance wit h IFB C-5 It E ditio u (2014) and FB C -4th E difiltnt (201 7� mul by mamfacturer. dated W1 4117. signed & sealed ky Lynn Miam. P E Materials, use, andlormanufAcoare ofibe product or procvsss� I.Stistne, ofthis NOA as tureartarsemem of any protkict, 21 Und'orm. Static Air- Pressure Test, per FBC. T.AS 202-94 -i V gned sealed, b-. Jorg,&A.Ca I Statement lerteTof no faiancial'interest, dated 0+1l& 17- zssued by manufacturer, signed forsaks. advertisingor am, otherpuqK*es diall automatically tenninate &is.N'OA. Fadureto conplyurithatry -'t Water Resistance Test. per FBC� TAS 20.L-04 Jk sealed by L-;.mn I -filler RE section of this NOAshallbe cause ibr tertnination and resnoval, of NOA. 4) Larp Mask IMact Test per FBC� TAS 201404 3. Let -ter �of lab compliaacet- par t of the aboit test reports. ADITERTISE-NEN'T: The NOA nual vvec e "- bv the vr--4& Atard-Dalle Countly Fhon&, and follow-3d bythe - -303 5) Q Yrhc Wind Presstire Loading per FBC- TAS -A CALCULATION 4- RER Test Proposal No. i 7-0337. dated 055,V5/1 7. sigiied by Mal CILInda, P1. expiration daft inzybe displa,,yed in advatsingliteratme,, IfanNpoitio!a�of�th�eNOAi,:sdispi,myed.. then it shall be 6) F G.-ced Entr - Test. y � per FBC', T-A'S 202-94 1. Anchoar vrnfication cakinihom and structutal analysis, comptyrmg with FBC-21014, done in its entirety . alonvir with maMed-up drawings and installatio -a d iagrawit of s la- ing glass door- prepared prepared by PCYT. dated 111091 5and lasT rmised on 0211; � 1 6� signed andsealed by G. OTHER INST E M ON: A copy of 'this eatiareNOA%ha U be p ro vided to the us a by the rumadlicrater or its dists ibutors and by fe nesm E im T es r ing L& Lae. I Tftt Re p oit N o. F I L 8 5 48. d i t ed 12 -.04, 4 5. sigued an d A-Uthony I �-%,Uer, P E. I.Slibinined lmderNOA 1. Notice of AcMtawe No- 15422 10.111, issued to PGT Industries, for thm Series, sbanbeavailab&eforii�tionatike)ob site stdieregmtof the Building Official. s�aled by Idahnis Ortega- R E-(Test report revised can 01 i'041 6 mid 011116:1 2� Glazing cleriplies withASTIvili- 1 300-M ­557 0/27 70'"" Vinvi Sliditig Gins Door- ( Reinforced) - L.AM.", expiring on 0+114i2l. lhn�No-k rerisall &-renem NOA*20­0429.05 and I andevideacepagesli-1. R-2, E-3� E-4- �L E-5 & E-45 as well as approval doculnetv: mentioned abvnv� kc The submined docuineatitim Chanda. Fl. ProAhact Control Unit 1suptrmor Prod= t Contr o! Unit Superruor prodoe'tcoutrol Unit suporrillor NOA -No, NOA Niai� 21,020;,103 NOA No� lo 1-0:09-03 -Expiration Daill AV6114.!026 NOTY - Expiration DAt*- April 14. NL!6 EXPAratiou Date.- April 14 26N E--V1rad*aTl2-w -4prit 14, 10!6 5 0 h- Appror3lDswIlarrill 111 avalDite -�ppr, - : X - ',!0 1 Appreval])A.tv Mareh.*.- - Appl-orx[Dat-wa, Xiarch Vk1itil PGTIndyl bic. CGI Windows and -Doors,. Inc PGT Industries. itic,i, NOTICE OF ACCEPTANaCE: EVIDENCE il'BAMITTED -NOTICE OF ACCEPTANCE: EVIDENCE SUB-1,11TTED -N0-T1C19J­ALLU1-A.N- L. P 2. EAdeace Submitted under pre"Unis submittal E. '-%L-ITERLkL(-ERTIFICATIO-N-Sicondau-e) 3', Net,% Evidence Submitted 5. Quanex P art S up _eL Sr) acej� So ndEd coamp 1� ing with A S P, .41 C-518' lbecinal c-cand uc t ivity g A. DRX"�TqGS 0.981 BT1LJ-imbr.-rR1:-*F. ASTM F 1249- WlrrR-Pass. ASTNI D3935 0­.s:ygen­Pass, AS134 E A. DFIill-V�GS 1. Diaiving No. M, D�-5570.0 Rer B. titled "Vinoy Sliding Gbass Door NOA CLM)7. sheets 2 190 LG - Durabilit-;�Nct Fog -Pass- (Subtriftled is uder previous _V0.4 No. I 5-040A 0 5) L Drawing N o- 5 70. 0 Re% - B - tit lesi "Viryl S lid ing G lass D 0or N 0 A (LNfy'. shms I I though 21 of 2 1- prepared by man tactitter. dated I O;fj 5! 15 and last revised can 6. Part Durase ASTNI C51 8 7hennal Conductiv-try 2 BTU, - though 21 of 2 1 . prepared by nianitfacnirer. d aiied 10205 J 5 vid List re visal on 010 10- L Cn 0*22,120. signed and sealed by A- Lynn Miller- Pl- Qual complykig with -22 -m: - .11. kmed and seaked by rt� Lynn MQer hr�-ftl �F. ASTIM F 1"49 '%1VTR­Pass� ASTIM D 14-34 Argott Penneance-Pass, ASTNI E � Note. This revisiall iccl retilacement of same L-asiinc instaflatica screw with flat head. B. TESTS 2189 I-G. Durability -No Fog, ASA, I E 546 Dew Point Development -201F w 48 ln� 1. Test reports can- 1) .4k Infiltration Test, per FBC.T.AS 20-1-94 (Sulandwd rinder IVOA No. 1.5-049, 01). 2) Utdorra Static A41ta-mwe Tert. Loading per FBC. TAS 202-94 - Vision Extamon-s Lid- Parr. conViyoug with PVC-AANIA -303-1 i. Voluat-ary Spre-cificatioa & TESTS 1, Nom. 3) Water Resistance Test, per FBC, TAS 202-94 for Ri gid P oly­vinyq Chlond e (R;-Q Fxterio r Pro Mies foT V ision Ext msions= L I d - 47EX - I bly 4) Large Nlissille Invact Test per FBC. TAS 201-94 5) C� Wind ftessaire Loading FBC. TAS 203-94 �killl Fenestration Exter iot� Profile C eil ion Prog; mn. 40 at Ned ny i derA70.4 Vo. 15- 04#9. 051 C CALCULATION,-" C per I None along with mank-ed-up draw mp and wistall-ation diagram off -fall KGrT Industries, Inc. 9- Vision Extrll Ltd - Pans comptying- with PVC-.kANLk 303 -11 lepresentative units listed below and tested to qualif�- Ill 791 and Dowsil 983 sililcmes- (Subritilled under N'0--l.1Vo. 15-0469.05) (D psq)ared by Fenestration Testing Laboratory, Inc_ Test Reports No. FTL-7897, PG'T PNk'55�)O PVC Fixed W-mdow (unit 6 in dated MA03114 6 PVC-­AA1vL4L 303-13. Voluniary S tion for Rigid Polyvinyl Chloride i`Pk7'(--1 Extenor Profiles for Vision Extrusions, Ltd.-VEX-1 bv 2LAINLk Fenestratuln ]�Xtenor Profile D� QU AL ITY A SSV F--%-\-Cl 1. Miami-Dadc- Der-ztnkmt slrRegtalatKyrand Ecomomic Resources (=-k)- prol C/) co nit proposal) 7in FTL-20- Celtifim-ion Program -2107.2). PGT CA740 Ali= Outswing Casement Arindow (unit 8 in p-oposal) F-1 1,20- 10- Notice off Acceptance No- 18-1217-14 issued to Enerr. Fenestration Solutwil- USk' Inc- f or F. --8LkTERLA.L C ERTIFICATIONS CU 2107-1, PGT PMV77620A Ahl-amitrum Fhwd UlFutdow (u so 9 -in proposal) and YTL-20-2107.4. PGT PU17620A Ahtminum Fixed Window (unit 10 it. proposal) dated 07113/20. all signed their 3040 & light shade (non -white. WIfite, Rigid PVC Extedor Extrusions for mpiriag on 01,0+21. Windowsand Doors". L I Notice of Acceptail No In ­03 05�02 issued to Kararay America,, Inc. for their `Arrosill Ultraclear. C-6-ar, and Color Ill Glass Interlavers"- e3l;piring on 07-08.24- > 0 and sealed by loalmis Ortega. P E� !1 Notice of Acceptance Nis,- 18-01121.02 issued to E-nergi Fene2stration Solution, 13SA, 1w. fcrr -"N't-hite Rigid PVC Exrerior Extrusions for XVtdows Doors-". 2, 'Notice of Acceptance -No. 17-4)80842 1 a -sued to Kuraray America. Inc, for their --� (Il X11itas) Glass Interlawls' 07'04�23� > CL C. CALCILTLATION-$ their series and expilm? on 0 2!2 8il- 3 elini-Glact, and eXplemig VU CL 1, Anchor IFBC 716 1 3. Notice'ofAcceptance No. 18-1106.10 issued to Visiou Extrwsioas Linited for th&"Brown 0 < venfication calk-rulations and unictural analyst-.-- comply-ing is-ith 12, Notice olf Acceptance 2"203-03 issued to Enl Fenestration Solution. USA � Inc � for Coated j?atted or Laminatedi lk'W- Rigid PVC Exterior Extrusions for Windows Edirrm (2020)� dated Q4,0221-10, prepared b:! mmilufacturer- signed and scaled IMF their ­Brouze & light shade cart coated '"'kite Rigid PVC Exterior Extrusions for and Doors- expiring on 09­30�24, 4­0 0 Amboony Lv= MlleL P-E-- 1 - AST]NIE1300A4.49. A7 Glazing Vintilows and Doon", expiring on 04/161-2-5. 4, Notce Of A Ccepllnce NO 18-110611 issued lovision -EKtre-s iom Limited for therseries ccenphos with mal 62 - ­VE 1000 Tart -M and lig!hier shades (Ntan-AN-1sito IRWd Ceff-Aar PVC Exterior D. QU.ALfn- AS S-MAY CE F. S TATE N-MINTS Extrusions for Windows and Doors-,. ex:pt- g on I , - 219,2, -1 2 loll 0 ldiami�ade Department of Regulatory and Ecc-nomir Resources (RF-R) 1. Statement letter of con-forrasai e 'to FBC 7d; Edition (201-0). dated 04,21,210= issued bv maltufacirtrer, signed and sealed b- -VIm y Antill 1.,Y M&er� P-E- -T Y, STATENIEN S, n E. R LA, L C E R T I H CA T 10 N' S A Statement letter of no iffitancial truffest- and of independent- issued by niarnAacrurer- dated Stateritent, ';,-trey of ConfoillnnCe to FBC= -1h v- fiC -di n (Injo), Aart-dOIOV21- issued bv I- Notice of Acceptance No. 19-038:9.012 issited toKuiraray Anterka. Inc. for their "Trosifolt t1trackar. Clear. and Color PVB Glass Imerlkyers7- exTiring on 0448420. signed and se-aled bi-, Antbot:wLy=-.&h1kr. P1. 3. Private Labeling A-greement doctanem betwetn PGT- dated 03.30.1-5 and SL-ned bv all' manuf2cturer. signed and sealed tq AnthowwrLYMNM A-E, ter. U 2- Pmate Labeling Age�-r d led WOU1 between PGT industries. Inc- and CGII CU ()TO&:24, involved parries, Windo-ws. and Doors Uj signed by Dean M. RuarL, P,E,. N'T, Eagateell 1 & on behalf'of L) I Notice of Acceptance No- 17-OM02 issired toKuraray America. Inc. for ther "Sem-Ghst both im-nMtaiies. VInTUAL ss;cj-, 'Inc. �11\- :3 < (C lear oind While) Gbss Intel lay --f'� exmmg on, 07�,04M, G� OTBERS roVed Virtual and ,, roved CL Notice of % cm Ac itance No- 18-1106.1.0 issued to Vision Exctrusions Limk�d for their -Brown 1. ).and, updates a G� OTBIRS "-\-QA -NO-1# '2 q 6 7th Pjan u?o FL"� Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions eviring 04��21 L2 f L 1his revises- & renews Z 0-0 4 Z 0 -05 (PLJk sv--C Gh� eyan- irL, -a 04 14 6 for Cory j,,,ce W1 jahr PX2300 K f or Windows and Doors7. exqtill on C0/30a4. 2� RER Test proposals;ir[9-11.55 dated 0--'10!20 appwWd b,,� Ishaq 1, Cb,,mda= Pl- e� rhe ottll a iated P - `LA GI file' F� 1-0 2 5 1 0 1 eXpUlng 0-411/14,-16, F-010n by Debra Annic C13 4= Notice of Acceptal. 184 106. 11 issued toVision, E.-virisatal Limited for their (04114M, W sehess -VE Min Tau 202 and ligbter shades (Non-WhiW) Rigid Cellular PVC 1. - 11 1 Exterior Extrusions for Windows and Doors7. expring on 1129v` 1 i < L Chandrt. P I ithart 1. C"h%nd* P1 Ishatt L Cltantla� F.E. P"tact Control Vnit Super-dior Product -ontral Unit Superriaor z Produra Control Vial Supurisor , -0 �'*= �! N AN - -c N "I < TX0A No. .11-ONSA-A Expiratiou Dstet Alp -at 14.143!6 Expiratiou Datt. April 14.:0.16 ExpiraitionDa 14, 2V-6 Approra'Dare- %larch 2-ft-. 2011 A peraral Daqe� \larch Vgn 2021 Approval Date 11areh 2S.20!1 'E -S E -6 E -4 SHEET NO. March 15, 2022 PA 1.3 I N 0-11-1111 \ /fff J ER�EYALP�P�ff'---�- 2 == 1R0=TJ0LA1_pA1LQNR1-rQW 30- 2airrAM 3 - I I L1 ECO . . 71111.Lir TEsTm 9 ENGINEERING lcoMfPANY 2Z TEST REPORT$; 06AMMMALAGINMACTEMMS AND SKr,W�1CATL0_W- __ iWAITVR_�� OTELLrr, JR, P,rl. ...._ _ � _ ____ - - ___ lin=-, xc Large misple �mpsct and faigue load fees were perfurined under Protocols TAS 20,1, Shall [>a stric* in accordance with General Notes and Components indicated On ?L1 ,RLAT 2 God � 203 as per section 1626 of the Florida Building a Uniform static loads sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.). drawing FLC,L.�__�ffltonq as per TAS 202 Protocol. Test reports prepared by Hurricane Engine-K-Ing & No.20-1743. Anchor specifications shall be as indicated on sheets I � 7 end 21 of . Testing, Inc., Reports# 906-609 dated OR-10-W1996, #90-570 dated OW1811996, 26, of Product Evaluation Document (P.E.D.). drawing No. 20-1715, PRO-D-WTV", L,UAT10NJ39E_Q9T itff-T30 dated 0912011996, all three signed and sealed by Hector M= %Iodine, P,E., Fenestration Testing Laboratory, Inc,. reports # 2032 dated 04/1611998 and # 2126 dated 1010611 998 witnessed by Gilbert Diamond-, P.E. and Report No. 7- UPAITABOO.AND Q0NDM0A4_0F USE: REPORT NO.. 20-0728.01 0219.01-09, dated March 4. 2009, signed and sea?ed by Edmundo Largaespada, _� r-_ Pnd Hetiry Rettem, P.E__ � 17A. Shall I;H� Strictly In compHarrue with General Notes No- 1, 8 thru 14- Indicated DATE: July 28, 2020 Tensile test report No. 9CM-107 by OC Metailurgical, Inc., dated March 13, 2009, on sheet I of 26, as well as General Notes # 1 thru 4 and I 1 thru I 6. indicated on sheet 21 -_F26 of Product Evaluabun Document (P,E.I)-), drawing NOS, 20A76 PRODUCT CATEGORY: Sbutters signed and sealed by Frank Grate, P. E. prepared by 7-iltew, Inc. and signed and sealed by Wafter A. T-dId. Jr,, P,E_ PRODUCT SUB -CATEGORY: Storm Parilis - 2.1-STRUCIPURAL ENGINEERING ICALCULATIOB-& 7.2. Product may be installed within HIGH VELOCITY HURRICANE 70NES as PRODUCT NAME, 20 GAGE GALVANIZED STEEL STORM PANEL On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load. as well as maximum anchor spacing vs, design wind load a rid panel defined on section 1620.2 of the Florida Building Code. MANUFACTURER- olabwlmugdonp"qu=da.u.r. length based on ratIonal and comparative analysis, and in accordance with 7.3. Product shall only beinstallad Into poured concrete. concrete block, and 4WO S,W. 51 Street sertionl6i 6 of the Florida Building Code. Calculationspraparedbyrifte .:nc, cc 11 wood frame structures, Davie, Florida33314 dated 1110VOS and 03/12115, signed and sealed by WafterA. Tillil, Jr., RE 1,P URF�Q$Fm OF EVAL N: ISSILL MeArml - EESISTAN—CE- Product Evaluation Report prepared by Walter A. TiQ, Jr_ P.E. (Florida License This is a Product Evaluation Report Issued by Wisher A. Tilift, Jr., IPI (System Large missile Impact under section 1626 of �te Florida Building Code, as per Noi� 44167)� President of Tiltaco, Inc. (Fb6da CA-0006711)). ID # 1906) to the G loW Protection Products, LLC. Rule Chapter No. TAS 2�01 Protocol, 01 020-3, Method I 0 of the F lorldo Depa rtment of Business and Pnoftselonal Regulation. 4�_VVINID LOAAD$ '=- R9SJ51ANr.LA_ k .... ,,100'""', 111� tk Al NOS, .":��, �: - �, �, ?;l'. 20 Gage Galvanized Steel Storm Panel has been verified to sustal" wind " . .: a * A/ . --- N)C,EIVS '-. �P 1-1 , 0 , *'F' .. - - g This product is being Issued art Evaluation Report as described herein, and has pressures. Maximum panel lengrththalll be as Indicated on sheets 8,10,14,15, . ,_ � 9 " .. ' sm - bi0� 44167 �,, been verified for compliance in accordance with the 2020 Seventh Edition of ft 16,19,25 and 26026 ofProduct Evaluation Dor:ument(REXQ, drawing No�, I �L 11,,W,�,­­ '. _,.= __V_$�i�; = I - �W�� � . ... ... �� '*2 Florida Building Code, and to verify that the product Is for it* purpose Intended 20-176. Maximum Anchor Spacingshall be as IT)dI<,.V,Ied an sheets 8, 9,10,11, ___ -1, 1 I - - - - � I/ . ! �'�,* .. X 1 __4L_ ­ ­�-. sTATE OF f at toast equivalent to that required by the Code, 14,15,17, 18� 19, 2025 and 26 of26, &Product EvaluaticitDocurrientiP.E.0 I _), , !'Icr 11 _� drawing No. 210-176. . - , ' 1, ; S., -. �40RW� ,* 11-1Z, '­1 - '�­*` This Product Evaluation Report shall be subject to review and revision In case of It Iq a Building Code change that may affed Its limitations and conditions AAINSTALLATIONt I1110DIAII Installation shall be performed strictly in accordwice, with details Indicated on 2. EMQQNCE MIMITTEP; M_fflQQ_= EVALI.IATION DMI.)MEW i"_D_J; ahoets 3 thru 7, 10 thw 20,23� 24 and 26 of 20, Of PrUDICRA t Evaluation loocurnent (P.E.D.), drawing No. 20-176, Minim -in separallon to glass shallbe as WATELL D�� TILTECOAMMOIN RIEWROS %P��. REPORT.20 iGOGRALPROTEMON PRODUCTS. I IT20 GAGE `GALVANIZED STEEL ST-O" PANECL% DARMS 4' 210.1761 RtIPORT ir 20,0728.01. Drawing No. 20476, filled "Z GACE GALVANIZED STEEL STORM PANEL", Indicated oncheats 8,14, 16, 25 and 26 ITT 26, of Product Evaluation Document sheets 1 thru 26 of 26 prepared by'rifteco. Ine.; signed and sealilld by Walter X I E.D.), droarling No. 20-176. � - THIlt, Jr., P.E.- dated 07t2812020. This drawing Is an integral part I EHVA%j;P,1,6, Evaluation Report. 'A , j� A. rk i?`%, 'g P --------- ,�,N , " ,lwIinW0qW No ?, N T1 . '4 �., � 4 4 4�! , 41Y - 0,�;l- --, � "-- ,/�',�, - 4 ,- VNCEN,y '-fo-k, - -- , �� �� .., ,y_�EN!�;,- % . Ioo - __ - , _L .. , q,g � . %� - �,_ � ,4 e ��-,-3-­­*—_=_ - __7 !�_ � - - i -4 , No. 44167 '� k _. - - . I K .11 L Z, "I � I - - , -, 10 -14A 1 6 7 '.. S ­1 .1'e, - I,- - � -,�,,,�-vo­-Tv " * -, * I - - .. ­_ __ .� = � "Il- ,_­­ �*a I IT - 1 ,,, z0-1-1-0m, I * ! , J "' , , / O� � � : "I -V-t:_y%_ "I IZ �, - - .: "l-_ 3� .., .. 0 At <�_ r _Io'. ,�TATE ,`,�-- __ � -.n - P� l, -, I SO 4000 �-' 0 _- Uplol, ,*" . 14� - � .. - � - . --,�v - - I . � �_,._--`\ , 63,55 N `9d 36th S"M Suite 305, Miami, Florida 33166 - Van=: (305) 9,71-1530 .. loi� I I . ;,o ,�,�- 11­1� _­_­_-__­_ - � 1�0 K, 0, A�= - ohmwiiwl , ,," I htumio� . .. . � - co -NCX - T _C;0 .. r, - , -1 /TL E 1% Fi__-=_SI�]__"­n__T .... ... TILIL ONG'AIEENIrdS CAIN USAIII"I' ___ - __ ­­­­ 1__.._..____.­_______.____ MI,LTLXA� TILLJT, AL, 2 F_ H1tUQPdAWxOArI MDUCT-EXALUATLON RE PORT ".�y Lk­b:� ,Nq c " ,� A.­��>INRII REPORT NO- 20­07;l:7�02 DATE: July 27,2020 PRODUCT CATEGORY: sr�mm PRODUCT SUS -CATEGORY: Storm Panels . PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: OlobiaLP-nal-ogtion. _P­duCts.,..LLC 4800 S.W. 51 Street Davie, Florida W314 1, R-UROME OF EMALUAT119M. This is a Product Evaluation Report issued by Walter A.T111111t, Jr., P.E. (System ID 4 1006) to the Global Protection Products, LLC, Rule Chapter No. fil (320-3� Method ID of the Florida Department Of BUS313033 and Professional Regulation. This product is being Issued an Evaluation Report as described herein. and has been verified for compliance in accordancewith the 202G Seventh Edition of the Florida Building Code, and to verify that the product Is forthe purpose intended at least equivalent to that recidired by thin Code� This Product Evaluallun Report shall be subject to review and revision in Case of a Bulkling Code change that may affect Its limitations and conditions Z.-Ev 1-1 PRQPUc1XYALVAT1QNTD&="E IMMID.), Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM. PANEL', FlNisels I thrur 18 of 18 prepared �y Tilteco, Inc.; signed and sealed by Wafter A. Tillit. Jr., P-E.,, dated 0712712020. This drsn� Evaluation Report. 6-155 N.W, 36th Sfte,-L StIfix 3W, Nliand, Rodda 331 04o - PbO 0 _2042r1m 2 Z2,10THERMT% Large missile Impact load tests were performed under SSTD 12-99 standard as Per Section 160gA I of the Florida Suilding Code. Uniform static loads as per Section 170-9.8.3, per ASTM E-330, Tow -Asports, prepared by American Testing Lab of South Plonda, Report # O814XI -01 dated 0311 1 102 witnessed by William R. Mehner, P.E., Boriz Moroz, P.E. add Henry Hattem, P.E. and Report No. 0219.01-09, dated February 26, 2009, signed and sealed by Edmundo Largaospada, P.E. and Henry Hattem, P.E. Large missillia impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609.1.2 ofthe Florida Aullding Code- T" Report prepared by American Tes3fing Lab ofSouth Florida, Report No- 1 123.01 -1 0, dated November Z3, 20 1 0, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. 9CMA98 by OC Metallurgical, IETAC,, dated March 13,2009, signed and Realed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as per OC Metallurgical Report No. I OKM-1318, dated December 1, 201 0 signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. ZJ_STRI,W,11JRAL GINEERING (;AWULATIONS On 24 Gage Galvanized Steel Storm Parief for maximum panel (angth vs, design wind load. as well as maximum anchor spacing vs. design wind lead and panel length based on rational and comparative analysis, and In accordance with sectio�n 1604 of the Fidirlde Building Code, Calcuilvorn; prepared by Tilteoll, Inc., dated 12J1811 0 and 0&27113 (for this revision), signed and sealed by Walter A-Tiffit. JAI P-F;- IMMLIE IMPAU MISTANCE: Large missilis, impact under section 1609,1 2 of the Florida Building Code, Repair SSTD 12-99 Standard and TAS 201. 4, RND L E-RE-41STANCE: 24 Gage Galvanized Steel Storm Pane) has been verified to sustain wind pressures, Maximum panel length shatilas as:indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.1, drawing No. 20-175. Maximum Anchor Spacing shall be as Indicated on shenits 5, 9, 10, I 1, 13 thru 16 and I 8 of 18, of Product Evaluation Document (P.E.D.), drawing NI 20-175. 24 Gage Galvanized Steel -Storm Panel has been vedfied for code compliance to work as a non -porous storm abutter assembly, as per SSTD 12-99 Standard, "it" A, I..., ... ­11, I . --- - .. E '-. � -1 , . I _" _1 -7 � . - - 1. I _O= , - __1 II ­ � �:- T - - I , , ­67 '� - �_ . � f T I �� �- - I . * 3 , � Z . I'll, , * . = / S -', STWE OF ..'-r iF 1 7:q,- . AZ - O�. "ZOR ...�. ". , . r� I ­ , *,;� PON - - . vop"J" PHT VI 1411(silItc"*Wl�IFIF4%0(6" � __ - ! III, E � � ­_ I 1 AUATIQ& Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8,12 thru 18 of 18, of Product Evaluation Document (P,E.D.). drawing No. 20-175. Minimum separation to glass shall be as indicated on sheets 3,6,13, 14,15, iS and 18 of 18, of Product Evaluation Document (RE.O.). drawina No. 20-175. 0. MATIERIAL_C����F��S: Shah be strictly fit tiQcordlarfae with General Notes mid Components indicated on sheet I and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No, 20-176. Anchor specifications shall be as indicated on sheet I of 18, of Product Evaluation Document (P.E.D,), drawing No. 20-175. T_LNEIW(QNBANPSC��Q �- 7.1. Shall be strietty in compilanoe with General Notes No. 1, 8 thru 14, Indicated on liheel I of IS of Product Evaluation Document (P.E.D.). drawing No. 20-175 prepared by Tilteco. Inc. and signed and sealed by WafterAll. TAK Jr- P_E� 72. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as ceftned on section 1620,2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame Structures. Product Evaluation Repon prepared by Walter A, Tilift, Jr.. P.E. (Florida License No. 44167). President ofTilteco, Inc. (Florida CA-0006719). WATILL Ei�� FIE TrCo ADEA061 RIPCORERS k F, F� REPORT,21i a,LVAIN) STEEL STORKI PANEL k DRVAG 10 M M I ___ ­___..­__.__. .1...___..._________.- . .. .... _­­­­',__­­ ­ ­, _ ­­­ ... h-.h-�l—.�.--,-_-.�.--_,�,�,--,,-.,. � . I., � __ -..--.— ..---,--.., . ", ___­______ ­__...--­1­ ­—­ " ' '--' ­ L­ - ,-.. _.. . .. . - _._______ . ... ­ � -1-L.. ...... ..­­­­­------­ ­­ ­­­­ I .. ....... ­] ­, , _­__r__,_'­­­­_,__ ____. --�-.�-..'�---.�,���.,.�.-��--���-�� CQMP)KNTa REGULAR & LIFE S�A�FET TQRM AN S F­­_,____,__­___­­ ­__ __E0 � � -,-L _? _LL f GENM& P Y' IN CASE TILAT PFI.MA�A SMNE OR PlIMCM CONIRCI� ­ ­Cr, CiR — — ,AF ToUmP � 7,� (SCALE I �­9` 1 1/4� 2/4� 3/4. 4/4, 5/5, 7/5, 1 I 0�. 20 SMAIM omslix w4t. kc4wn ,T�L. iii: Lem -TL�_­,R X, FEN`- -LE 4AMN SrF6LVLSRZ MOTO luc,i AqgL�_� ... : IW/10, 2W/10, 3W/10, 4W/IG, + 6/5 . �110R PAND, SHOWN OA TLqS_MDC' 8VX�,OT_,,N 5OCUBJNT DF.riI) FAK AALEN VERIFED "PH SOWL.W-1 �� ANCL'OR-SE SHkJL W �__ MEN'fIONUD iN J-A) AND IN 432) - - - - 1� 156' [101� IOUTP) I - l�, 506- p�D­­ WIDTH) - . +Sw/lo, 6W/11 & 7W/ll T � ; ACCOADMa WITH T'4 2M Uth EDIPON� V THE rioi,� DIND54w, cOX !�I III QU$Eftk�%Iw ,�WhL-SpCLIF�f,-�L�L'T�,-',--,-�..�LLMR,� ! - IV.-' (C_ - -01,15 1 SIMON WAND LOADS F�NVLL BE XCERMIhCO �5 PEA SEIC�TION 16?0 OF THE ABOVE MENTILYID6 CODD, - �,'i*0 7APSSN ANC�ORS. 91, VMwE,,-WRM Lay OW 94AIDEX, Nc I .. I ! -I" - - - __ �W�.Tw� IDO S�AV4 DZI; �D�T,IOLIL IIN IRICIIS 10 A * -----I. M__ W FI* A WSRO ,I � IS BEDSORES VS THE SARSINe 1XIN WHICky 114D,k: S0LyTqtWD 41T 1� %­ TJTST,�Loo 4%R - IISA-10I PANCLUATE III K, AND PA%ftW.,,TF PLUS ARCkQR,, A�.', N4hS6MT%PR%1S S, FACV, COIMTRIJCESIN PRODTB�rs - . P, 1/4, - & 2ril ... Iw WH NOR *= SEE GECIOR4 ON SHEM I 0 & I I T AWN, ONO ---I , D�4.' ­ � 1 Y10. �_ I ITUIST I S=- : . . ...... - - - -_ � - . - --..--. .._- FOR A nRECn 'I IV 1, r 40haR KA.10 85 QSRA;; A51-'r ]I � qB AND IIFXT� 4OF EivDirSIR 04 ,SViFRUQ DI 9 C �1 � i/4'. LAS SIDDENIS PV� "do''I, � � , - � iPC, - , ,�, Z I - ,,�5t- - _­�50- - I - I LOILUN PRMUrFEF1 wi.o� ­%­Eu ,m iPILA,�s T ,NRu, ��, ,� ,O, C, IK & TL�, - 1,".,. . I/TI� ��o ,10%1110, 10 OVISNO"M V - 1PN1 OCIU., OIN, & I�M,.T` 1�0 : I - "-.1, .. 1� '. � � , .R I � I t - � . I 6 0 — - a 1­11­� I.- ........ E�� �', f- - - - - - ; �,,, - -,�---_ GALANQED STEEL _F__-��% I" . . , __ r - - � - - i --- --- i_.7 __­ ------ I --- 1­1­ --I---,- !---� ., ---=--I-- - ­-­ - ­v­­ -------- !� I � . FAR-P TO ,VKFS TK AWNE C120"F40TAL UIDNRAX 05SICN W- �MW olr�o -�, Asa 7­6 CT� WiNAAALLA TM-WAM, �EWIRAMS INTO �NIW C1 TAFI�ON MS1IQP5 ��,Hkj HE A %/?� ANr� 2' FOR E,C� PANELM03& 114.0S E­_ - '1_4I�Q-_/­P­-'\ \ - - A- D.M­(�),(�).(j)l r , �� 4r-ED - I - / 1� ' . : I � I I I . . I T 0 To I- --/ 250' , - � � 5b, . �F­ETI I � I '. ,SHAUL BE rft� ftEDV(X0 TG XS,D DE5K�?4 W4D �OADS OF W nP01­ TWM SY 0 6 N Oft �4R* 1�i � ' i .----I— - -It- ; � �, - I I t � ; L I I - - , -_ I ; I , 1 7 I , 1 ­ 17. A-fS 11 __ I � � L � t , ; i I ! I � , - I - - , - - �_&D ( �� + 03 , 40, --- , a I- i, - Z ­ I Eu \ ECKC, - I , ��T---� k,4 F . ­�, C MCC I - TLC�APAR-_ TRESE W/ W� LL5.0� XiioM OiEISSU�AE' W�WGS NCAOATOC � SNE r I LPIOI I Z, � " '9 ak 220 AND PANE,� .--.W_1 ,',� I / /O a.- -_ ­ \ 1 15. �8, t�k - - I S­� SI - ,2 ­ . % + &4, . I - - MIAIVIJAi TILRDOM 1C%-;Ar1OFN OF IAC SCRM� INTO !I' W0101) FRNAE �O, sL� W r I Ir W_ TF4REAKII zam- ?�,-, Z, I ____ )i7p N 'L,, I Ad ,� 2 000, 4!-, 4 ,, TSV_ i ob i . � � N OrnOR 'O WON'T PoT` A`A'� - P1 NTR � M N, - iowokf PISD�_PAPLDN POO ST11rICK!", �,A� Or ��ON�*E;u) ,414 RPR.7 4;1 T,4V RVQ11iKF') TIA'DADEr, PE HOT, I � ',Am Z SANDE IS FANAEIM '111. OI - � INCITAIL A." . I � � I I I ED ii- 04 N­RS A E _0 � TESTED WERE- � SIR[ -ME, A 32a DADRIX%t L I . ! 4110,40 � I i � 1 1 T -% SIV WIND �OAM SD� )�FO W FLISTA, ANAI PYA. FASICII195 5PAL.P,K; TO INIXI'D �%A Afrm I FTSANNNT-r� N NET ON c . , - =I_ - � - I ` ENDS All I ,! 1 ! � � � � � 1 1 � I MI5 D' � C-ITT T�ALV "r RAN po'ELLS NSEIDSOD�,T, ,,UE IWp�,: � - ,� ""L4a�I` 'S" i I I � I � I I " - ; ! SIRV, - \ � � T 6 ACCOIrma WIT11: k0l", SO"4 � ]) WN14111,06 FTIGTI ljl�iLQRCf 011, LAL SFEND,iIs, ORTO NISOO LK��!L If w", TANDCAD;', L" 'rTI'S DR904NO i JSETA�L A & " Er �, -BETAS 0, � ! ; ! . D " �� __ ' L - - ITI� , I . - - -_ - -_ � I I , Sin TT NUO PALO, ANnI%rAFSR DAN SEEN VVDhFQSI N ALSCOFIPLUILD SITS Sf,DETIP i� __ __ I �11__ - � —, � ,.� I ; . A 7S4 , I&I6 OF . 11 I ; ! . i . � i , Z � E AREM'. NOADONED CTM2E AS SIR ROW.W, ENIMM6140 A TENTO-1 ,P4 SISPOWS IM-5w, VO-51117 a vb_17.1`0� mr C 1) 4111AIUm PENET-4atu D� NYSE, Ruq"�,; �kku VE r"15, ��! ­20 SCRIW3 PSE-1 �S�U Or I �/2' LVIC WILIWID0 - 'ALO i , � - I P,,-­ -1 . 9 i i I I I I � i : 4Q Tr ��. 5" TESTINr LAB !�� REPORTS 12031 & j2ISS A"PIPPECOLN 'AS-101. 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DIVANCE - - �,­_j � � .I ��_" - WN.L [i4L- Fit' ENV ­� .�I ", lk - iR - m - " ,iN � ii--�� . 11 / ti�, , - I ___ 1__\ - --j ,----\, - I � ", . -11 I Xii - ,1� ...... .I.F.I.AI'D, N� - I =;= III, '?k I r/q;,h SCALI !.-A= �� I/ \ � - . =x * t � 91.� ,A �,k ........ ­, ,;t ". , I ;a VA.I I,am )IREv Vowe 2r,svii ci & ,�___/ \_/ - . III - ... OcFnse,%10�a _R1 F -1 � , ' . ` I _:P CL PFIEO PM I, 4NsTN_;_KTOv Ar -AIALLI i J 11 �No 44167 -, 1 'URF-ACE 11,11r.l. VARIAT10i IIII .1/4' !I * � - 1: tt * =: . F� FLORIDA 201LOINial COOZ Z1_"_22L_vi W""I .... Z WE E (PLAN) CASL F _2 P_� CID;= 1%,FM61 DALVANIZED STEEL STORM PANEL I Dom A , 7TI; --III - 1 8­­ - -i - -T-.--,;7 _ If � SapaE II scia 114-. I- � � "t 0 p I � �-, �, � -,zi I --.-\ 7ZE7 I ,�� " ,�_.. MAXIMUM A.S.D. DErk&N PRESSURE RATING Oa,s,L) AND CORRESPONDING MAXIMUM ANCHOR JEA.Q�J SCHEDULE F_QR REGUL68 VTORM PANEL MASIALLOONS IN10--W001) STIRMUREZ (YAUD ONLY FOR PANEL (DINSTALLAMNS AS PER ALTERNATIVES 1W THRV 4W, ON SHEETS 6 & 7) WVAI AISID. ------- MOULN AACHMS SPACING FILA ED. � AS SHOWN ON SHEETS C & 7 ---'--'- ___ Appo irMLE � mumi DESIGN PRESSURE M.tra�'ATIME, ' ' I LENCT4 RATING ,,,, 1 I. ,,,, . PANE., ME. RUE, , 'L., ". -� 1-1 FEMALE 9) PILLS or THEM ,� ,ft_� � _L1 , 3' i 13* ly ,3. __ ". —, lw DOP) ___.. i - - __ 73' _ - � __ 13' -, __ — i3� 13* ly . ____ ,w (EOI . _­­i- ,,,,;­­---�-i'i�-i;­-- .____.1­­­ ­1 1­1­1­1 .-.-- "'. l!K , __ or ""2 . 2W I - . . .:- - ­_ I � �� ­_ � ­_ __ _ ­o � - 1. It i/4� ii, 1 /2- - 11. ...... J, r,7�� -1-,, .R(Iti I ;-wii I 'I-, W_ ­ - � . . . 'I , __ ,� li __ __ - - � OR I - I �! ­ ­_ Irl ___ r � �_ - III` ___ 0 _ .1. - - _ �L__tl'�D"711�� _ .. . ­ 13* -- - Ir - .--. � - - - 1'. is' .- � W �Tw) I .48, -45 — 13- - L ' ,�� � r I __ - ­ __ T3* � __i�__ - �Wwctilog� 1 .. __ - 11. on LESS - - _13, _ 13" 13' 13' 8 s/�- I OF (TM I - 13' 13, 11' 13- ­­----­--­­- 6' Tw (wrlom) - I - - 1, 1/2- - 6 ,A' ... ----- A Ip- 6 I/2' - 1. -12� I 2W (Tar) A - I . I—— __ - - � , - ____ _ .. " - - -1­ 6 114- liil _-�- . ..-. ­11 . __ 2;w �II rr ­1 - -- - I - . ­_­ _;",_� __ - - 4 �,_ '" " , - _T__ I - - - 4 __ , . --­­ ._�_i - r 5 1/7' i III I ,,i _,_e__­-t - , ';�,,___­ -1--___- I - __ -, 3W. ttll�"P) - . ':�:- 1 i I 4i� C, �­ , � - ItI� 0" CA�, ],��__ - - . - , . � I r � " r - - F", J�. , - ,y . 1 a 1 , '11, -, — - -_!�� - L - r - , 4w fTQPj I _­­ ­ . - � _... .- ll, I - _ ­ is -liv _- -­ - . 13- 1 I�r�-______T_a ,�f­jW-F9 - -I LTI-W ___j iSEE TABLE #1 ADS MAX. &SIO. DESIGN LOADS A MO. PANEL LEN57M ­tI spArER ',§� S 1 , LISED, ('0FIRMOCINDINIC OWY TO Al TFAINIIII 2W ON SWEET 9 I I ASM. ----..-.,.. WOCIAN ANCHORS SPI ri CO. - AS SHOWN ON SHEETS 6 & 7 __ ­ ­_-T ­ . . � oPPUGAST I- ______ I I �­'Lw`," DOWN PAE1SUA To ALIERNANY- Aw "PEEL FEnTH I i F : II i ­ LAG SCREW I p*WAI ��_f P ANELVA JAWS RUSNING IF * C6mI5WmjIa, IL :;,�.,I.) I I � to OF THEW f" i - � IV ,�. I I I- 13' a �­ 1w (w) 2 I - ____ - , - __ - I 3 13- I - _�F - - - - - _i_j . I 8- . ­ 1w MOTT* I I I I ­­ 1 . ..." ­ I __ - avz� -__T - —vv ___t 6 1/2- ". . ­ ,w ITOM � . � ��E_1,1_2'�- - , 'r - - - _ r ---- - I . . 1 1/4 5'-W 1 _�/_2_- __ I— __ u a 1/4- __ 2w Iwn,.� - - , _7 � , �, I I ,. - - - - ,-- __ - I '. ___ - - __ I , � clop�_ OR - -1 I - - - � -1 __ gl� , I i/4 T- - __ - . . - - , h � -1 - — - __ jW wnaa .__ _ I I __ . I 11 1 - - I �___ - 13, ­ - - __ - � - L_­ - , ____ ". I - - __ - - __ t - � Q . _ ____ r ,- 1 4W cron __ - __ I � >,45. -45 gr I,it, : 1�v 1 -I' i 6� 0 (WITILI 1 �75 1`0 -75 . 13, _. __ � �'-_ - ,. -, ------- __ i�l � -.------ — o' ___L3�_�___I - 1w_Tt)__ I 1r, I .- 11, , Y i a /4 ­ — ___ _ - -L _ _ !I! �� I - ­_ _ m if2_ 5 1/2- a 112, . It Tir 1 s 1/2- 2w ) ��__ I. - - - - 6 1 14' - __ 12 1/2, [ vi 7* ISO" -) - -5 I -a' , I .... . ____..____ _.... ­_ -, 5 . - 1j;z � - L "' 2 7 I/ . __ � _ ...... . -6 I I I , r ­r ___ - I-.------ � 1/2, 5 - L ---- - - - �* I � � �7 � 1:3 ,--a- I --- - - __ '. A, .!�e_ A� __-a�l � - ­_ Ta FATIndhi I , __,-_ ` ` - - --;------L`T--- --T ___ - — tr " - " 'T�r � � , ______ ____ _1 I . .!?-- �. �_._!�.��_ - , �II,n) , - ,'_:s_ 13L ___j ____ I'l ;"�� folorfutal - - — 7 - S I SEE TABLE #I FOR MAY. AI Ri" LOAM & MZi PANEL LENGTHS WHEN SPACER @ S LISED. CCIRRESPOINDING ONLY TO AITERNATIF 2V ON &HEET 6 I � 4 - II 'DESIGN LOAD u"19MUM PMEL LENCTH " - io PSf OR LI;s__ 11-8. : ­ 4 > 40 PSF TO 50 PSF __ 6*-2 . I> 50 PSF TO 60 PSF 5,-10, 1 A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLAMONS W/ PANEL MATE 10 OR PANEL MATE PLUS ANCHORS Ar 61" �a-r"'Ic�02i?IiI40Ww"';; V2, O-C� A NQ oa OW , , ,�� a aA 4­4 1 " 11, " ' aa � a - , Fap, 'Ia - . I - _ , " ;.,., ��c E N,T,6 . . :_0_ - � , - z z Zi : , 44167 '-. z � . 11 * '; * j - .- - * - � __ - � S�_' 9-11 @ n�� / , ,� , 11ATE OF __ - r1or _ _�_ L ?� - .. , f - - "��""-,e 7 /, S�l FLORIDA 811.01.1I CODE (N- At h Vekiatffy HuIrIllinne Z�n __­­­ �� �, w � , GAQ GALVANTZED STEEL VORM PANE "o .4 i ObI I - ___ _____ - a ln7f�M L1EC6._.,7" L___,� GLOBAL PROTECTION PRODUCTS, LLC.1 Afta, S�. &I SMI. ai� IF, =1. 1 wt - ; & �MJJZGRPZ .., II . w _�i`, - It ­_ � - aWa .-,.t --_�D,A-M,A, f- (III F�� �'q. 210-175 2,22t-t- - — - ;a-_-T —_� W-C � - .1 � . .� . . , " . � -, ­ --'—,- �. , _' ­­ ­­ IN516L-IAT INIQ POURLD � ' � ­­­- ­ "' - "" — L . . . . .. .. I ­ - ___._ � � � . . � - 19N ETAIL,$ FOR LIFE S FETY A QR !QQNCRETE BLO(;K -_ - . , PANELI, 5IRL&TUBES , . . . - I r4"I !/4-# T CON EXASTI P"LO . ,QQN-CIRETE. "14*0 7Apc - - - LMTIK POURED � ANCHOA 0 9' D.C. QbNCqE1E OR ANL�OR a qi�OL � CONCRETE as, " � , �' , I , , I'll, I I I I � 111_�_ , I I � IIII-1- 11-1 � , '_ , " � - __ , , , ,.- -, �- - . � ED 0 L�,L 11 I ­ � i ;,x , , . ,_ " - A ; , � I I I - ". � FAIL-' ,EII (51' S1,17VATION ON 5-FEF :2) �, , ,�,-,,",'�l,`�','� �i � "' I If - ('j, i L/I _1 � f � I , .". � i ��-, 'F I I I __ I E.&NI AtI � D-0 �­ t,,�: I , I I f CO&CFETE 00 , - "' '� I L. 11-9) CONCRETE aLXK � W'OuI , r , F'_,]�� � 4 , 1,,� I , 11 I to ,R,ff ai� -14� [�K� I - I I - __ � A- - �� _U :" - 4 , =ION R- T/AS, PAWELI PILlis, ­­aiti 0 Ig ,/O� 0.c D REGULAR E&V= E-D.- ,�-` _�,� ..... . 4�� � � - j! " K I � - I I I 0_sLPA;Ti _­ I 1, I I 10 CtASIII J �21 ��i � 111"', I - , , I i . 0 a � 11 I - A ,� t I u 4 1 %' MAK 11 � 11, PI Le"I I a A. I I ISEE ELEVATION A - i It ) ON W-ET 12) O i I 7 d a 4 � - - _�i 1. - -..!- -,I ; �F,� ��: �:­� �, �� I 'I , ,r �,�,� ... � ,� , i�,�J�, I I , ,� ... �, I I ,� ,F � -,,� �: 11 1 V ", �e� i" 11 4 FTFSTAI PCIugg[ � , ��--�� _ � I � ­04CRETE OR , VIF "ONCREIT BLII � � - � 1-4, : �� . ; REQUIRED . "'Cli j ,�ZmiQ i i I � � - - " � I I - _ - - ;t4 �� , " 1,i�l i 5ECTJQN R-3B 1/4"I. F,OlEL�TE .1119 --A IOCYOND) .LIFE WM-2ANEL MAXJ"u --A.-S.D.--QF.RG-N-f-RES-5-U.RE-. MING �D�sll AK� ,Q.QR.1R0_RQ"_tb1Q. _MAXIMQM_AISY_K�� FOR REGULAR STQRM , - NIGRETE - T Lipc 5 IU_ -s _eAKj_,',j,,1 INSTALLAMNS IN QQHCRE E K TR CURE __ I=_ � 'ViuZ ­Wy FOR PANELc,ljINST&L-IEINS AS PER SEnO t THRU 6, ON S-__ - & 5) � ? ONS - I - ____ WAY. AS�T_ �W,&%JJVI - DE_�-uh , - I fwKsSLIRE w-XIN F­ -, : IP 'J� ! ­_ smir)-w I — ANK-`5066- SPAI IDR . AANEIFWAT� i FlawAl I" 0 � I I I ll "I 11:�! CSI !1,� - MI.N ED� PER SISIVI BELOW * - _... ­ II � ZANAC-IoLtIts, � -a E. .�. 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I � , � �� � , I 1, I tsuI ILLEVAtiION, it ,� r (SEE ELEVATON (su Itrwalox 31 11 I I (SEL ELEVATION 1i I- un ; I =- SA E E I I 2) - i (I - Ou 5,tfET 12) 1 I- w. I II __ " � ON S110EFT 12, ` I I I !1 - I . It i III I � ; ON SHEET fz) � ii r � w-1EPAf:tATL0t4 - It I i & ff-SEPARAI ? 1 51 i 1 64 TO OLAI - ii ro CLASS& i I ____ - L� ' I I A ; " - �, _.. --- ­4�, - - - I I i 'I T � I T " I -1 . __ - �i I ; 1 t (1) ,_ t I -�-� � " '� r,'��7�: '�: 7 I I I � � � ,�, . � � A (�, LY2 1 q i I I I J� �, � , :: J: I I _� I': � ) I .�'� , � � f ;� 6' 1 , I �; ' , 11 ' , �� :�L :: : 1 L q) II. I I I��� ,,,, I I, I Ile , ;� ,� I ­ 11 I, , � '­�, ,,, i IL �' �) ��::�� q: , . �, " : I ��; � ; F E�,'I , � , , I I i ,:� � L11 c-ol. i :� , I , , IL- I Lo_* ,�., � , - ; I I , I I I IL ," � - NI � � I - � I A-4 . : .'� 1 1 �* ��:,� ��-� �� � ,,,, i,,�, - , � " � , - , III . Mr de I - - , ! ov to �� i I , I ;1 �___I_� ------ .1 - -, ,�­,:� , �� - � I ` I � Eo 4 �_ A - I I EQ I 1 . _e:� I 0 1 - 11 11 �* ! 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A-I-KtA &"iCfti* ­w .1-u. _ __ _ __, , ___.. __. — — __ 1a) ­-­ ­­ -­ 3 ­­ IL ­ r � , __Q� ILIA SDNE� Fill , 'PA, AIDI . � ".., Ituouct Awwoo, www - � -*�, P ,,, -�;twi (;I "C - - - � Ry 4JI.Tim, �, SPACING SHI ON 9M,CaLA_E W 1"L FOLLDWAIC FAFTORS Am^ EM owu M FAMOR 1 ,/I' �A` mof� III ollttft,I�TION TO K POMME, WtA� ��_ W.- - 1�051 3�� NOT K I-Ess ll� 2 �'. -1 I I M &W'�* INDI FOR EAC- [��wf ON Ins SomkoLu. I I 3' E PAID :-_j _.______._ . _____LiL!:___1 - --- RUJUDINC: CODE � %% `cg� . - ­ ... ­_­___1.­ ._________­ I-,----- -1 _._1___­___ --,.-.---.,.. �� ... ­­­­_­ ­ . - ­11 ... 6 ­­­. ­ r__­) ­ ." .. � � I­­­­­_.__.__­_ =:_I IN5TALLATION DEIAIL \ _* �FJM-aAM�LEANLIA-1) z/ , ,,��! " � ft-L, _Q_y_9Dk_5B_v_cTMB_E_:s, I'll I, \\� 11 ss , k I j. , Ck i 1, t . e 6 , � � � . - ... .. 7 - - __ , N`I� . I � , -, I � I, � . . � _' I 1: I . 0 ->,N 11 ___ I - I WOOD HEAI ,- - I I �\�k �"\ I-,�� ._ P4 uII,j .. . . - - krougro , ) . - �_ - IWOOD HEADER ,� '\�w 6' 1 , ,_ ) 6 , REOWFIFIlt '�t4 I \N �Q,e\,. % , I -, . ,,c,e ... I. ­1 _1f­­­_­ I 11 6 � 6 ­_� ­ 11 � \,a�\5 9\0 �)� -a - /4'. TAKON . " " 11 ­1 I - %4,0 topi �� � 11 JI Lipe.oIt . a' L�C, r I I ket" 0, 91 OX ? "I , � : I p-0 � . I 6 � III I �0� co ., Ve l . I � 6 1 _f ,6 . 4) 1 1 � I I I - - 1. :, 11 � exov\ I < � -1- �� -1 -1 ) , 1 /2- . , 41 M*_k � = - I . /2 . I I , I I ,I 4 6 1 i I i le� i I I t . Mi'd �I I . - __ - i; 2' ; _­._T�_ f 4 ,I 2 . " � -1 : I , � '4 4 I 1 I 1 � , � � :1 , Mir � I I I �- ___ I - � '�,,i f__ 7774�� I , I I �" 'I ... Ii, � Ltaj— � I , I�� i I ,. ,""j, � N I 1) 4 - I 11 "'. 11 � Ia III t ,rj � I ��,,,I� q � � A`o ' 6 � 11L 1, � i GLAIM .1 , I" . I j 6 1 Ow PiR AW11 I , , 1-1:11-i . ;� C-1 .1 j _ ; LOI O'" 7_n . t � I %, III I I � I I '-' -6 1! I I . 11 � 1. FAX LIEN41. i � 1 ; I I PAKEL a4rlm ,� � k 6' �� _,) WE ELIVATION, 0 1 1 (SEE ELEVATION i ! I u I ON S"'E" 12) � � __ - 1 - I - Lit I � : IYN SHEr 12� 1 III ii I I ; ji�­ . L; - 11 I � I � .. . � 6 6 '6 ­ CIPARATION � I � I - I . I (r., ILI &,Kis, ( �11. .., " "I, �] � D ERARADN4 � 'i'�ll � 1. I 0 OLkSls l I F I L/2 r-.- j- 11 I l 15, F - � : - - ?,- i , ;6 4.0 � I � - 11 t , $1 , _ ! 11 . � 6 . - ,� I . I I ; 0 1 i - �,� � � I 0 12 ter di EI I I � � I I& = , , � 11 I � -. - I � I � �1:77_ I E 0 � 40ww� 1 � " I EO 1 ��6 � I 1. I I I 9 __ -1 _ I � k I _ I 1 I 1 6 1 --=-f I .1 I . F "--- " � , I t I 2"i, *i � 1 2"W WOW I I I PkATF - � � I , �11 � I - , �, , -1 ,Iiirt' �61,InIai � I m�o , ACCLAR0 ,ANLLuA7:, PLVI, I LIAI i"", I � I , ANII a 12 ly'r Da I I � �� , ,�;,,1",*,aP`PP"t2 $/7� 0,C I I i � I 1 ­ 1 I 'I � 1 - - ���] I 6 1 I A R-3BW . . ALTMNAnvS_A-_3AW RWIVE 0 REGULAR PANELS Q UEE MMY ME ""IIIIIH.141 ... fa 0, 1� k Tjlkz !14 ftL"wMw& .......... �� It �11N, 6Qw. JV",- . `*'�� " "I ".., x .'� N . 4 167 ��. % FLORIDA BUILDiNG CODE (NW-1 High Voto.lty fiv lCiortto zori 3 : I i * ., I Tm i E . Fla . -,W" n0i - F,0. "I I I 24 GAGE GALVAMZED STEEL STORM PANEL I , . 1 ,".;. STATf 13F_ .J`,Q--,j ' ____ .-----I --.-r--.--. -1 JRAWW , 9 . . I T� N57ALXATK�N ARE ONLY 'VAUO FOR MAX. A�S.O. , 'p, i !!!�;e wi�r-f� - _. . DESIGN PRESSURE RATINGS (p z,f) AND PANEL t�, Z�i. 'i � �/ � ,; � �'0FIQ!jp&�`II- - /11LIEC01111c � � ELEVATION ON SHEET 17. . i.� .. , , GLOBAL PROTECTION MDUCTS, LLC. aAx I e � --' * .- _��tl E LENCTHS AS , - - � . ...., �� FIER ,, I ",'I, 0120 ,kim, At Sf%V I C t 0 W FOR 111,5, 11— W QI,i,­,fF­I" — , , III �=_ _ ,F 2L NEW WOOD FRAME ,OPISTRI WOOD NAII. Mal -I YL =I� 0 N /74��u,, _ _ ama ,_� " " "� MEMBERS 10 AE SOUTHERN PINE IND 2. W1 SPECIFIC Onflaomi I 1= ­=11: Z - "'I I -I pi ( 20-175 ­000.1- fummai FI �'. 'PRI ;Z� DENSITY OF 0.55 OR COVAL 7 __ 7. g - clitimba .. 2 _� CA & 11-f %.�W­1111M,�� " CA-OW1m !R__F 2 . III �, �', 4. �3�_: 7i " _�_=_-= A --f ­7 1 �!� zw,o —,T" � I 1-1 01 I :!�- - 5 � F::7 j � . ____ --.�l:=,",:"=�"-",.-",."",-"""--,""---"-I - ­ � _ 4AI , .- _ _- _. - ­ 6 ___ , . :.!� - _ . _ __. __ , , _ - - 1 _F� (1) (1) I r- (1) -0 ­w > (]) c- -I.., 0 L_ (1) (1) L_ 0_ cD_ c: 0 _0 0 L_ = .— C�_) CID w 0 -0 (1) — 0- U) - (1) c: (1) =3 -0 M 0 - cu -0 - . _E U) -0 = 0 = 0 5- —0 q = -2 (1) 3: M = 0 .O— — w U- 4— C:) — M > . cy) CD CIO LZ ._., (13 L_ 0_ c— �­ Co -0 4c-:-) . = _4­JI U) C)_ < rqw u A 'A ; , , %� \0, 0 J�\ .,(A I - 'i, v . " J� I 0 -1 , - -10 I, .-"., I .. .�,e I-O.. . �­�, 'I — V f-f-cl) oe, 0 \tl, � L. t -4-0 (1) (1) (1) c- _+_j 4-0 U) =3 cu > 0 L_ 0_ 0- IC/) < (1) 0 = -0 cu 0 OL - 0 a) I L. U) CIO L. M =3 w 2i < = a < _j 0- SHEET �0. SH 1.4, ______.­.___ _ 11 _WzI/ 8, 1 r are _z1W, ANDPORS '* .. 11 - - ----(SEE SECT" Dar Ali ALTOKATlNt EZIN ON $XEFt- 1a)-_ - - _____ ___ - I W­ -1, .__ _z , I: t_ W­ . -'f­�(Sf' iii 2) 4-b"Co -�- , - � -) - - I 34M - S�Eil& - ITS lOd -- � ,- I - ,� - -_ - ,­=� _�� .,. ------ -- -- I �r - I � . - -_ � 3/Te IDDIEFDR, � ��lc,F�-T,;l i i PANEL D To HE iptt-A_� - - - ff, I - -TT_ J, -_ - I -_ � I I -61 - - � � PROVOE01 IN/ F�ritp HVV4,li TO fACILITATE NISTALLXTION 1F, WTN'IED I PcP NeNor _AST I ` EAC14 DPE NWO �---Al � - V, ?l I , � I � , �? �� - I i I -, Tir F, - Or i 11 r,l I ill f I RE --,� T 1 [ � .�'io I I 11) 'OU '�N­i, . I ? _. . . � p � 1 l - i U [ -�: - � � I � i �� I j l : I , I 1 P,�� "y I I � � F . � . I I i ! ; . I . I � A T I .. j1­1 9 a I � I 11 I I I 1 1 . : . . � I.- - . ; J laltk-ct i � - - 11, li I � I I - � I I � - - � � I 1 5 � .- - - I � . ,T V . I , , , � , - . j -1 ,I I � :Z; . F ,-��j -_-I Irki �Z-JIC ,_��hl:T a, I I I , _ ,j ,L W��j � , _ ,U _: _S�L _;&_ . ! - � I I - - 3 I i , -nr --- -iii TOP & HG­ I - - 'ir4TFR*F? PANEL' W� nn:S.S D` jF PA!�'I_ � , 1,ITEANOR ,-A'i_; I ,I DNI FAFFI) - I !I I �, FANL�', I � I i-ND RXII ! 1 2� f , , I 1 1 � i I i I 1 � � 1 1 ��.V,T[� 3 11 -2'� �� ITANILL'J' ',V'L SAL"�'ISSK IrClfriNET,'Ll -LO 17-TV _,R 11-1, : I ; C�-Ik,nllsl A. "Tf",- II lai �',LNIU�L AT i , I � I � � I I 1 �: I i I 6 11" , �f ' - It � t 0 -W OF A ';I,K�1­1 _ i I I I i� � I I � - "" PANlAS I , _ . 1 [ , I I I b I I I ! t : I � I'L, - _= ,� � � � � � 1, I I � ", , � I , , I � I 1 41,�r­ � ,, , � , I , I 1 I . * r a " " I, IA I ,�� ) I il� . :�' 1� * � - * ! I - ir -� 11 �� 7 . � ��, � , i L I I � . . i I ", .. .. I � " � ,� �'Jrl FAIIIII!I AW, Cr�jr,rij�I,I[ILI� 111�1 fljjI�ijE :i Ol"11041CIII11:11IN , % � . � � � � 7 i � � i I , : , I E �ihkl�� I,1!):TL:iISI �:I` I,14`0�?DP3,4 ... I I IIW�Po)5,2' 11,11!%l, i I � I i I l , I J .: ii . , L� . I I . I � � "�ll : I � f � I I I � � : 1 1 �ED` !`Ahtlj� I 1,41 III- NAJ 4 SIR Ti'liRME'v�DNEVI: !I�`l APPILD 8017li F : 1 1 I I �i . I : �0%1/4'0,j,l 1 . � 1� � I =_ t�o Elk ole- 'rkK,� Lt�A T I,) N �,r rASFE,i U,,�, EE 4r f)rHEP C'E 'Wo � I , I I I I DD_ L4 3 i i . I i I PPIT-DEDif EXTUN'�R ILAr IF -�lo[s or I LIAI I . � , � I I 1 1 � i I I 1, : � . 1 1 I I � ; 1 � 11 � N . I � i I : - I I ! - l ; 1 . . 3 � 1 1 1 1 . . I i $1% i I - - - - - - . - � � - � . � - - - � - . '. -1 - III 1, .r� -'t i ­ L ,E: .Mlrj�% A , �­, 7 � -,-,:,F1 - 1(, . - - � , , �, EI�I:Tc. l'; , . - - + .� - I . - - - ' - ­ . . - -,,Tr � v A T.',F -S I 51­0 iiT Tkw� -1 LEAS rK I I _ RAFT �­QLY . , I B PANELS 5kl,�L R` �C-TVCCTCL) _0 ErJtl'�Al IFIAC� ,15INC, �,P[C'5 . , I 1 T, � � t �- - � 4 1 I I � � __1 - - I . I 4 �..._" ­1­­ __4 �__ - T - � I _­_ - - - :,� ,� � F 7 , I I t - I __ r - - I I- T .r.- � 1� -_it --- � it i i 1 i A � � , - - .1 WD!�AT--' 1114 riCrr. I�� �fi,L',E. IN IOC,1: ­AH: CONINLETjoll Of . ; I _ � - -7 : PANE7 ill 5 i.Di_ r I(. Bf!7CII) TRA�,y, ,D�y i J: I.IlL 1i PANZIL i .,S 1LO'C"'IT)TI •I I J_ 11, li, j J�� -1 J J 1, L . l..j - ,I -t A i - L J �Ji .� - - - g i i _j _- _j . Ll � - � � .1 I L, D= - _­ _t 1 - - I - -, - -I iV i;�-A ­­ .., v'� ". l!a- ter. �,S_- Jere LI1111�,LIA` 0FLITI F'OlI" ­,-"-,--"' , , n " � �l, I ' AND L'ia -1111 ,D ,;I T -. - (Sq "T & ATINA".E Culw ` :8, I I i � - EZIW/18 - - I -1 r ��_ 1 14 r HANG STORM PANEL, I)SYSTEM I a ) 11 AI 'OR 5 RLEa-10 �_ I � - 10-1-Z T / SCA1, -'/1,",I- I 2'.f!E­l;Q;`4 I K. P', ... "'O �� I Ate , - -- 77- i I", I � Dili W -- . I i I ___ ! '_i . I I -Ti A —A llI, 11 ...... . , M1, E 5CAg If 5/ 32' LL I � � z 41,Nli I I , � ,�� ,,, � "('i .40 �, FLOR,10J, QUILLI C`XYE� (M':�, VILLI1, ,4,­�7 A"t-,". 'E""'f. i------- - _ . . , "IN A11,11:1l III tel fillOf � "r I—- 2 - , "k,VANEf[i) STEEL "OklykIn PANEL . I jo. 44167 �� S_ 1."'. S, z � I - = ,* 7'zl` GLOBAL P DU i _-5--M-.-I-, `-1T7 Nt \ OT-M PItR�. fI-1,,-ii, _ w-, 1IG. INI ,O , eSeS��Dei I _-� -I ia�J.��;-� � -'_ ,3 4!:I1I 5--'r.t,,�-_0 C, - I I "t E r,,fl,731 N EER11 NJ C:1' I I EtsilrwNEERiii EXPRIESS Bit PRODUCT EVALUATION REPORT September 15, 2020 (Application Number. 17869.1 - R2 EX IDDEfte-1 Number 20-31543 Product Mauro clUror All American Stiulters and ditrass Manufacgureir Address 1540 Donne Road West Palm Beach, FL 341409 Product Nam & Description: 240a Galvanized Steel Storm Partals Large Misslia, Impact Resistant Scope of Evaluation: TIC Product Evalfrargon ROW is bNoff issued In acconfai with the requirements of the ftrida Department of Ehuthiess, and Prefasaimlid Regulation (Flonda finilding CornrInsini Role Chapairt 6IG20-3,DG5 , FAC. for sWievade acceptance per Method 1(d), Treprodod noWabmehaab"n tested .rwdf era oared as summanaird herein to show compliance vath the Florida Buichna Code SevWh 15:11tion (2M) and is for 'he numose intended. a' least BEfurvalong to that required by The Code Re-evaluation of Ii Product ill be requited following partintint Florida Our ding Code modifications or I rwsmm. Substantiating Data: . MENTS EX drantring #20,31543 tited 124ga Galvanized Steel Storm Panels (HVHZ & Non -II sylvars 1-5. p-,uF,-,-:bVEngineenngExpre�- �s.-a&seaWbyF,mkBe�.-Q(do,P.E isarlwaiarrappelf olunis EvaeatiftEr Report . TEST REIII Uniform Plate struoural performance has been tested in ft-cordaRre, eant TA 21M, lost PiRalards; per rest rapieftts) OBT-ASG-17-001 by EIlackovaler Testing, lina I­aaz �I,IqI �Aa IIIIII a-d Ey,ll- Lowfislif p*f1V,YRMD- - h-in, i,ndod 4. .cESTSI.N., ,yrfll TAS 1 203166 st,�o;rKlaldaptrteslrep,ag(s'�OBT,ASG.l�7--3-0l, by KfAckwalarTcatifirl . STRUCTURAL CNOINEFFUNG CALCUIDI Strixtural engineering carcutagrons have been prepared which evaluate the product based on uETFIEpatatwe andler rational ani In quality OFF fralloRring desian Sritvria: 1. Maximum Allowel.- Spans 2 KrInvurrTAXIBEE-AWSprins 3, WriNvulnC"InVasoparatorr 4 Anchat Spacing 160 SW 12- AvEmuir SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (054) 354-0660 1 (866) 396-9999 TFAPH@ENGI4EERINEPxFRfE5-4om II , ELF,lixoXiliss.com .1 Is - Ii 2 m-2 All American Shmam and 61ass - 24v- p G:Jairinbd Steel &LI Panels I No 33% increase in allowable press has been used In the design of this product. Separatlosl from glazlrp rs nix required for installations oulisdille of Wind zone 4 and essential facifiges Impact Resistance. Linge Impaid Fienstance Kos been demonstrated as evarameeni icrevIl Wed rest DiPODIED, and is cc for for Bin the engineering design of DUE forWil Wind Load Resistance This pradua has been danned to rosist wind trade as indicated in the "In ischodvlets) on the respective Product Evaluation Document (i a engineering drawing) Installation This Product shall be installed BY si cornpliancewith Its respechal Product Evaluation Document It e. engineering dravring) along Win all ranufforulinils nosed thnitelf, Product comaorards shall LRE Ijf Ow margenal SuFNIALA, A! IN dhad PrixtEri in���il:)Lru�th'lulrrI'PTII:Kil,FCf rViguAtr I Docurrai 6-a. Orasurreenn9dravong) Limitations & Conditions of Use: Use of fles proNAi shall De In strict acmdance, With the respectsre Product Evaluabon Document �­ ENVineenng drawni as noted herein. All supporting host structures shall be dogrittrad to resist fill superimposed Foans and shag be of a ruEdaTief feted in this product s respectrue anchor scheri I sirw1I carricitiona, soluch File nor accounted for �;:mis Prodi fosfnc�uvftanchor soadiwo Ii IAIT ifirtApned foi, on a NAL�Etpri hasis I a reArstered olwssawad onginaer Alf components which are peamarlooffly, insIONINI s hall be 0 dected injfflnst corrosion, cHnIarrifnarbon, and omer such damage at air Urnes- This product has been designed for use within and outside ire Dwp 'velocity Hurricane Zeno (MI'Di ResEENCID aiv. � � L .- - " 41 -l"J", �­SD75R�au!I Frank Hermardo, PE r:NGPNEERagG ExPREssf tit PFII)0465442rCert Ai F188S - 160 SW 1211 Al-LiF SUITE 106. OF. 1ELIS EeAtH, F,oRIDA .11442 (954) 354-0660 1 (R66) 3346-14999 TEAmEFENGINEERTNIIT?PRED_,IQM ERr-�IuzERINGII -_Oe *==;141144""101111rqJ va�:i;7,1 ", i,, I: I�111114,1� - 1,I � . . .... " R­ , Qio,ILI� Xl�­��,�Ili�.WIIL,�MAI. 11-1.7 11 � .; 1-N".-A I� . 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I , SUPER , � I �11'11i, i ;I �fljllfjio , I Ili 11 1 �U, - = �M - , . A&Ljd0VN11tQ WALL-MQU91H2 SECTION M I AMENAINE EZ1W SCALE 3/i5-'_ SCALE 311E-!r . . I Na - - 1 ive", I ily - 0 ,,,, I � - � 'o " �, " -, . I �,� - �, '_% � on� � �,_- � I . -I F*_� . , n��Ilillr . �-_­ BE - I 1 IDS" LLAI!CN Alin, ONLY �ALJD eOR MAX, k&U. D�ESIGN 2 F PRESSURE FEADLf'-_' +/_ III P'0L AND A-'-O' MAX I - . .. I , I . , . - - - - - , - 1, � I � yim'D-f � F � I, !� : , a . i III . * I . � :11 , jt " ere � DT" - �V�- " "ATICIA , �YI HIII Vaccill, II Zoiv� rL, 1111111.41LDINU CU'Dz I ____­1­..­­ ­. ­­ All I� " � r Ir I r L � L 24 CAiGf GAIVAPUN3 SH,',,'­�041�' '. - Sl'llbf I � ............. ...... .. _____ 7 , I-- - I . � NDTI,'.­, - a -- -,,,- _FILT�Cz - PAN LEFTIDI - -!� - I -, I � 'd ___ - - , " �. .,D . 1 I - - -_ __ - � 1 I., me�� \ GLOBAL PREFTIECTION PRODUCTS, LLC.l I 3 x - � - \ - , - SE)6, ___- WOOD I �_ For Al DNDI ,i;I CONSPI fIINE 'a _x W/ - - �Z� -11 , - � 1 - - , .-,.N, 'i A KDDENRIADD SEE �IS:� . � - - - N - Ne - - -D- I 75 E MEMBERS IS RE SOUrHF4RN S"EQfC 1 P DENSITY QF 0- OF" EafAL , . " - � B . ­ " � � NED - -_ - -- 1-1 ".1-- 3 1­4 -_N1)_`_ ,­ I - - I - � . I. �_z - -, - - - eDiDei �, I I �� � niin v " !.".,- "�"'11 "�"'11 � - �P " "i.- -r,,,,,,,, -- P�7 1­1 DE11 I - I ��SNTV I - ­� I! ALL AMERICAN SHUTTERS AND GLASS , 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ)i WIDTH UNLIMITED t­ IJYFR;� DD PANEL SPAN) -i TOP M,i (a)INN , 4 T I AS RII 5ECTICN rT`tPE; . 0 ffl�&&La-20 S11TCH " &ULTS WTrH WASH EREO I /- V.-ING-01's PAISTENED 0 OVINkLePS 0 BROSPAN iti-it �� .. " "I APPINEDIFFUNFE SPAN TABLE) B19 M -;-- = ", * ,l 11�;1i r-All ,� l�, C. zt � . / -, -1 I 1- t - / IS . t � , I A'11 , MOUNT )\-,, i (CONN TYPE A5- FAD) a , D ----i . , - 4 - I ,, " , " MAY BE AT --, 6. BOTTUM I TYPICAL VERTICAL MOUNT ELEVATION 'i N T 5 ELEVATION TOP MOUNT IN - U_x CO. "'r Q\ 14S 0.k Of , iSPANAll I , GED�TRUrITIk'Llf) I ! I I 1i1_1-1_11;_�1_11_;11 . . - �P, . lis 0�� : , I � I E i � , - 5 _� " , i � ' , 1� � , I 2 5 .5 I . ! � ! � - ' ' __ 'ruSTRUCIION - 7 7- ft=AT [ON I VARY) - ,I y � � � ' AL �T"I` W-7 ! i (.00NIN , I'ML i ; 1 ! S _ _,_ _ �I,ll _ , . BOTTinki F__VNT 7E _ �� (SWAMI- - TTP5 AS R SOT) - njl�l I MAY BE NOTCHED 45 IEDSIFF�, i "i ALA'-20.VM1D 11 �1111EL5 PROVIDED THAT CONWU[7100,� ANID" 1 !NCHCIR�;A,RFX,EL)'�S'HIr�H'-;All'rY i BO-TF kqi 'D_ NI�W.NJTS UFASiTEMED 4� SPANS ADCAT ]I 8I MTR4Z71"I : ILI`MI 0 MVX3PAN fJSr. - __ 0PROPRIATE $PAN TA4U'!l VERTICAL MOUNT ELEVATION 1!�2_ ) (NOTCHED PANELS) N.7.11. E-EVA HIGH ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: llO i"'fult,6PAPIELS I 1,111111fli I'll'" PAN11 11 I'll 111, TIUN IL111" UU111 � l�4��PlZ.V�tNLI,�U�A14&�5�,tW�PIAI�Aciiili�51 _.."I" � DWrl I AUL'-,WAHLf l IRSIAILAIIc'�.SiES� %TAIIMILINS�.P.E�TtSi t%t41A1kr ('. ; Si Nil I, ,,­) I I I AN - 4-11 -01 I "IN ,a ANUVI -`U` - �in - - . - if IF 114 � i140 - 1 6 a-, . . 2 Deer I " 0 ��, 1 I. 1) b rS �. ) I6,, I -1 io � � a to 0,n I , lf� IN I, 16", -1 I 55 10, 6", 1 , 6 Its 1� ? 3' " . . : : .J,Eu I ," ,1 Ir, GTI,I! I �11�� 1 it 65 . . ,�l 8 I, � I . ,� I I ,� . � "I. - �1 IT E. At 1 6A!,�t . L "" - - - - '. - �', A." 1 - - 1, 11 i. ­--.1-1.1 - "E �:, WAN �ELHILULI Lt N U I t'n: I r�EDUiL'SWII��;���n�- i O'Ll��tCA-���PStIELFASTEiNEREP�g-l-G� � DE , ttKNffBF-DFIT4UM ALLIWIAFKE5KSr��_EI i 51PAN 9DDT�i-ETS ACrEPTABLE FOR Liee Be- EyL THAN OR EQUAL TO 2 �05Y%- DE- . . NSr_­ `=­Dee3E _Q&DE. E -I -FARE. DAS-ENRIPI ARE STUISS iiDED -N i TEDDvII-ION WITH AkL ME'UNTIRG tE-�,FIONS � (�­Ili STU'�ED AN6LE FTC ) USE 672G' OC FAS7� N -ACI- - vL. 5 I ALI ,# - ktQ4�tt3OV4GAVIL:,C--�T CONDFTIPYSiL I i-rNgAV IN rEIWICIL&I, ION ElF EN _�OADS 15 I 3 `14�" , LDA . ACCIEPTAII ,�TiiFii VVIISE DEE NE50 HX1,14F 'O GLASS- SEPARATION NOTES: � I . EWER SPlIN SCHEDL&E WITH W-Me DESIGN i0a"' 11i DEIEDMINfli a KMFN!IkR��j(AVARLF SIEPARATR)U FROD, -FeWNINO Tar PRC-ti-_TLI 2- SCP- 1:->< EQtj[REOFI,�lt-JSEWf-�lplIs:y��v.- 10 Chit.. a IS . INTERPOLATED% AE7DYNEEN 01ADE, 15 ACCEPTANE OTFTR�YISE USE TIEY_�K:Ltip. ­ - LOAD I Ple. ViDDU LA .OEI 001 SIDE OF - ­DZ.-ND C 11110I.C,5.S�F,lif- I FAC'LlniS M ESTTI WIN50 ZT)NEi I T�RQ �� 3 T�Iv G1'1�11­11,, _. I SQIEDULF is !i! '7 `FQUIPED ANDRD.'I!B�_D_ EEPARAITlIft FROM THE I rRQTF,-TDF,, 0., NING IS 1f%L1Rfi 2 .i ; MAXIMUM AILOWADLE _,2_D�'�>, 42,ro' , DESIGN PRESSURES -DeiTA ,-,, �IIIm,, !I - . I AS N101"M IN DESr_I N B . DESIGN NOTE E-I 1 "_-F_4eDLILES E - P'IFTMAND NFDA-, DIRFSGNPRESSURESCALOI .. FC41 USE WITH THISDETERMINED PER 502N SKI BE DEIVIN­ SEPAPATE ENGINE ERVIS IN ACCORDANCE WITH THE . 9?MM5Z���R�EPOH.'�RM�rA$NAStrCHAPIFP. E '�DDW . I&) OF THE F141111 Dd PL, - CDOE SHALL BE LESS THEN , . NL10,LTO,r"E,xC,Tr---Qf��4fe�ATII,IEDEE'�ll',N �UHHCAPAU[rVAWF5Ll','ItI,)HMt.VVPI,rKANI 11 ASSEMBLY AS SIK'Altm, !� I . GENERAL NOTES: . I SPECIIRXWNIFU Vt5IGNEO AND SHIA-- TAFEA7ATED IN ACcOl JNCI 'TFI 15 L BE I I W 3 S " 7 Tl� , R __M - - _ . ,B _, DPTH - � N-2, PER , ff.,� A". "� . ii T,.T ,,F�vxi-.Ta,�TE AND CONFORM T)D A.11 UDCALBUILDING CODE AM E NOM 19l BRIEF FAY i- APPLI, DESIGN CRITERIA INEYON5 AS STATED HERIBET MAP RE -QUIRE llADDrTIOHAI_Sl7`E-EPEC1Fi SEALED ETFGEMEERUJa `U033-trl'�4INCREASE [N-,WVJAV4FE,TRESSHAS RtENUSED :#THE D-EEICi01FTHISSYWREM. A SEPARAlf 'STIZ-F-Re SBALSU 2:4,11hirEKIING - 1_�_F UrRAE1 114 — ­ — 11� 0, FA611 L.A.DITI-12% - y,_ r,E z9, 0I C�NTAXiTTHFS ELICIBEER PDRALTERNATT SPAN,(DOCULATRINS A. �* 'i I P'�U�t=D�,�t�E�-�M4MG-"tRICAFtDWCSGM�--n�ItI R.�10­oftA DBKI­-D­TITSEECDONDGrTIN1OE-.5�y V_LRE_. EONDITQ1iOLE-4AUCIDENLPPEID �h��CrSHLP MA �inC�UMFH-1 ,MUNTON VATI Til� ESCIAEW 9 cmrGN PRESSiERGS F"EE15 REPO, A" IPAMD IN iyI TSeTSD PRESSURES DIVIDEDS' A 1SAFETI FICTOK " A , PH , BE / 0 4�DT_�IUT;Ip��4F�Ti L'I &N,rev I "E P,cs IP ,THEIIU%11,IT ;Pgii 5 fi,�2 g , , ,I N 4� , IF , CUR UPTON I TIATELEALAKITKOLL r,"P,ir VeITH 1� EFE1,6,Dj41Ag1iB9 , MRAkf�-IIHIJMS,TO;i1,CT[Jr,t` Mr,M�ll,.Ia�'T�11941.IJIrvulrru111IR4sS � , LuE S i&Y kOPECARLE y1ee-,L, F-1. &Nf� '01 LtWA L CUIMS. " �U� "Bar, l,'.NE,D S­_ - F P1. , " ""I - P 2"C� - I— IT STOMM PANELS SKALL CDREOPM TOA1,111 I6535TRUCTINSAI qUALITY l,,L' D"Z"'�ASM" Ce�,IAG BYTIIIA HIT194 , M FV�T ee, IOL AU_ALWMEALM ENTALSPOINSSHAIII.6561153-76 ALUMINUM �QIL ,PM _ CBS NOTED OTHERVOSE- ji rSP, A I miD,­ -_ TENN ety, SE TRMRI AS F-1 0DREETIONSDI TATI PAmL1M-_-_M0UNTEDVEKTX�LLYfA 1-112CiNTALL't AS APPLICABLE- i! �CNETEALDRU­ Bmm.­SHALL UeEKEEV­I � 221`CEA,�Kt 0 CONCRETE-— SyTALL ALL CONCRETE ANDF[DeEN-P. .rArC-TUF " K� MI-M -ET � N P, JS iY THE Cli TKPITO LEE REBLE 10 uR5ULATE QR lniAA BERIERS FRIIM DISSIMHAS =Ll 70 ON LvEliff tUKTk%i=tIS 'N. MC;INEEP,SEALiFP,rl�-FER,Eq��'I'AILIDf,TEt"�9TRV"�'�'-I USSIGNAS ytOWINONI'� �15tr,if7�q-��,P��7fJ'ITI,.'Il�Olil�:,CNI�R.19TC,K,-I-.I rEt a':r4lNt��l�,STA�'r.511nrp,PR[.�",gfll7l,]'14r.7l'I��.NIMI�'�L�,-4'75GAIIAlunI 'ICLUCANG LEIVAL FEES l, ASTPULLArE FEES RE I JI1_1"rL,G 50.1"Wr ykE.IIAL F.4URg�rATIC,ill ,�Y&7F�iF�REIT&,L,",I�,&COIJSI-Wj'rTT:DNRW,-9-,-t$BEYoiqDl�107 11 -1-1.�.I.-..I-l�'...-.- a cF Y,111 PLAIS - -, SNEtr7 ASE'4P"SELYP-HMEIN,110 ADDEEYDI ED niENVONSIc,PAHFFftMyDNN_`N`HTm5_No . I, PATe.-I _LT SES D 1:11 _I, lit R.I.Acs - -tee, -PENST -9 .� PeO.MBILl AN. --E Tilly �R�LATII. 1 ' TER F- PAACL� SHALL BE FUSUENVIDTi ,ABEL8D WITH A MIN INUM OF U i LABEL 39 FEE- TZ-'1G - r-LOTHN G III FLETIE-11 - DF I D & IF MX1 -- P-CiJAL 11 9l MR ,--,- - VISIT E-CALCICIVII1643 x �eRj �­� DI , C, _ .... . . . 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' =r 14,2.S" 6­^5', 1IL-111 _`7i1� 32 3- 4.1I .E- I 62r, IZV, - I" 629' Lz T I2.3- .x -B­ ANCHOR NOTES: L . ANCIIED S,-,IEDULr AP91,19S 70ALL PRODUCTS IDENTIFIED HEREIN, BUT ONLY PROVIDES M$kXIMUN AHAAWSLE AACHOR SFAQNGN&IXENJIM ALLOWABLE 5i AND PRESSURES INDICATED Of SPAN SCHEOUI-t- SHALL APPLY. 2 INPIR AN040K SCHEDULE eA5EDON i'ANTLFA57ENER SPACING, THE 15KISFING MU HE MATERIAL, It ANEDIDIR TYPE, SELECT U15IGN LOAD GREATER THAN OR 5WALTO NEGATIVE DESIGN LOAD ON Sh �­ FuT AND 3EIIE(3 T SPAN GREATER �_, ORE AlCELITO 5HWTI on SPAXS E115ffr CONNECTIONITYPIF BASED ON APPROPRIATE VIOUNDUNG CONDITION ISEE MOUNTING DETAILS ON SHEET4hEN'7ni=anoN . " 1 -TA I-- 'Emi ARE STUDS IN CONJUNCTION WITH ALL MOUIT11ING nCMUSIOW. FASTENERS' if-Pl"rfika,,STUODEDANGI.E, ETC I LISE625.00 PANEL FASTENERSPATEENG 'Eatc VALUES FOR At,L'H'- AND'W-HEADERS (INOILUDING BUTUDOUT CONDUTICINS) S, wwwamu EH&�MMEIIOSW�LIBEASW-�lw!f44KC14aR"EDI)ALE P MNINUA --41,ErA4ENt AND Ei DISTANCE ITSIDIUDES STUCCO, K;I TRICK, ALND OTHER WALL HNS WALL FINI 5HALL BE UMFtlii TID Wit - FPK OR SHALL BE VERIFIED Sir CITKI. TO ADEQUATELT TRANSFER LOI TO Hiii 5TRUCTUPIE 61, CONCRUE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN,CRA-iKTlD DRKEai ONLY. V. WHOrMnl4CSTAI.P-"UrAGISV=DPPA--G,6Yr.TINCCONDM-�---M"tA"V, 1I VERIFY THAT FASTENEM ARE INTO ADEQUATE WOOD FRAPRINO HEMEERSiNCYTPILTYROOD, FASTENING i I.C. WHERE AP10MRS FASTEN TO NARROW FREE OF STUD FRAMING , F&FTeNERSINALL BE LOCATED IN CENTER OF N,.CK&L 2- X 4" � Night) WMIT STUD Dy- El E DISTANCE 11 ACICEPIABLE FOR WOOD FRAMIFI WOOD STuD SHALL BE -SOUTHERN KNIT, , �.55 OR GREATER dEmM. LAC SCII SHAILL Hi AIRLUPS PAN HEAD OR HIEK NEED. LA. REM 33NEDLEAND AIRS ARE DrW�T ITANNEI-AMITE, ALL -POINTS 50-10-SETIS BRASS NISHING. lZ MAC-042 SCREVIES SHALL HAVE 1W PAR Bril FINGAGEMENT OF TME-ADS INTO THE EASE ANCI AFEDENAN HAVE EITHER A PAN HEM, TRUSS If I OR WAFER HEAD (samal ri WN 0, 13� MINIMUM EMBEDMENT AND Eli DISTANCE 1EXCLUDEs STUCCO OR EITHER WALLFINTHES. L 4.71 O ❑i ES ANCHOFtCOWtTIMSWHIOIARrt NOT ACC511ITABLEuSIS- , IS '"LINE ChT#Mt,GRK]T CM3t.'r-_:�...P� g��T.TAwP'€1R��- .,,SlEOC. " THIS SHEET. � L4�n All iff e) _11i (1) CD m C_ U) �> Cu- (j) C- -Ii 0 &.-- a) a) " 0_ 0_ = o -a 2 j- 0) C113 Z -0 -�E CL U) . a) :t=f a) -0 0 0 -0 -= ja = 0-- Z5- — cz .2 a) 35 CU = 0 .O— — Co U_ ,..- 0 — Co > CIO _Cn a) LEE. a) E CU 0 &- OLE C_ 1--­­ IM -0 ,2 = — M U) 0E. < Cn-,I., (D W C_ -4--i +--a a) =3 M > 0 " W 0- 0- < (D -6-0 0 C- =3 -0 0 L_ DEE. 0 (3) L. U) M L. M Z3 W :E = ;z < --I a - I SHEET NO. SH 1.5 FOLD UP WEATHER RES15TWE BARRIER & TEMPORARILY SECURE WEATHER WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING I =_�____ WINDOW UNIT SLOPE F LAO""" 1'k U 0 ri ""E"UIREMENTS 4­0 Cn RESISiTIVE BARRER WOOD FRAME CONSTR_ 03 in � 12.0 it R703.1 General. Exterior walls shall provide the building with a weather-re!sistant exterior wall el velope. The exterior wall envelope shall -bed -0 > C- TAPE EXTERIOR SHEATHING SELF -ADHERED FLASHI.NG'�-'rl,,�.".,.'�."'�'��"�'""' 341'_1 BEAD OF: CONSTR_ ADHESIVE BE APPLIED UNDER BY LAPPING DOWN . ..... 2 (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING include flashing as descri in Section R703.4, (D 0 c:: o OVER RIM JOIST AND UP HRESHOLD OF DOOR ANN WALL BY 6 IN- RETURN LIPJAMB 15"� USE LIOIJO EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water (D C: CU -0 NAJL BRAND OR EQUAL WEATHER the assembly by barrier behind the exterior cl required by Section R703.2 ai 3 PROOF CAUI KING CEMT. FIN. within wall providing a water-resistant adding as and a means of WEATHER RESISITIVE BARRIER SELF -ADHERED FLASHING SEAL TOPS OF JOIST$---,,, ILDING PAPER BUI WIRE LATH draining to the exterior water that penetrates the exterior cladding. R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other Co (3) -0 2 UNDER DECKING '15 0 SELF -ADHERED FLASHING SUBFLOOR (SE--- DETAIL WP07) approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No- asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other a 0 U_ cc - cu approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt U) 0 -0 HEAD FLASHING TIE-IN INS TRUXTICINS-1 RIM JOIST felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building E 0 1. Cut, fold up & temporarily secure wedeffier resistive barrier above header to allow for THESE DETAILS AREUGENERIC AND appe ndaQes in a manner to meetthe requirements of the exterior wall envelope as described in Section R703, 1. Cn CU co 40 -0-0 flashing installation a C/) MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier 3. Fold barne head -r back R703-7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper- The -0 ---- - - BE US-ED. weather resistive over flashing and seal with tape 20, 2 V (2) individual layers shall be installed independently such that each layer provides a separate continuous : lane and any flashing (installed in p accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW WPM SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A W P02 SELF -ADHERED FLASHING CEIVIT� FINISH SILL/ 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 WEATHER RESISTIVE BARRIER equal to or greater than that of 60�rninute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. EXTERIOR SHEATHING WWCEMENT PLAST ER GMU - MASONRY BLOCK 12 MIL D 4MV EXTREME PEFER TO TECH-PNICAL I ON CHEMICAL LETTER EXTERIOR SHEATHING 314"-l" BEAD OF CONSTR_ INSTALL SELF�ADHERED ADHESIVE TO BE APPI IED UNDER FLASHING �AmB & HEAD THRESHOLD OF DOOR AND RETURN FLASHING, SEE k - - UP JAMS JS'. USE LIQt NO NAIL BRAND ��ANGED WINDOW OR EQUAL WEATHER PROOF CAULKING _E DETAIL WD01) MECHAP-ICALLY FASTEN IF RUBBERIZED ASPHALT RUBBEIRIZED NEEDED IN CORNER3 R ADHESIVE ASPHALT ADHESIVE THROUGH SELF�ADHERED FLASHING I r--SELF-ADHERED FLASHING- I SCORED, R703A Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechainically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied In accordance with the manufacturers instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. WINDOW COMPAT151LITY RE! EASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711 � All exterior fenestration products shall be sealied at the juncture with FASTENER 1) SEALANT AT SELF-ADHER FLASHING -ADHERED R ASHING MEFORE FOLDING. SCORE REI EASE PAPrR TO EXPOSE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE Or N, 4 EXTEND A NIN MUM 6" ICAUL'Y FWAA 40HESIVE AS RAOWN) contraction, ASTMC1 281, AAMA 812, or other approved standard as appropriate for the type of sealant. Flu d-applied membranes used as MASONRY WINDOW BUCK i0 1--2) SEALANT JOINT 5) SEAIANT FROM INSIDE EDGE OF WINDOW FRAME WINDOWBUCK CROSSWINDOW RUCK A AND !EXTEND TO BO FTOM OF THRESHOLD SECTION -A (SEE DETAIL WP02)-, flashing in exterior walls shall comply with AAMA 714- The flashing shall extend to the surface of the exterior wa� I finish. Approved flashings shall be installed at the following locations- 1. I.Exterior window and door openings. Flashing at exterior window and door openings shall extend to thesiurface of the exterior wall WINDOW FRAME MASONRY---_ ATTACHED SELF -ADHERED FLASHING PER CODE finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings L�hall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW 2 following: FRAME 3) SEALANT WINDOW FRAME T NAILING FLANGE WINDOW BUCK ALL THE WAY FLASHING SELF -ADHERED FLASHING 02 4 1.1 The fenestration manufacturers installation and flashing instructions, or for applications not addressed in the fenestration manufacturers instructions, in accordance with We flashing manufacturer's instructions- Where flashing instructions or details are AROUND, INCLUDING SILL. 2 00 NOT ' FLASH OVER SEAL TOPS OF JOISTS J H29 6 not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to, the surface of theexterior wall finish or to thewater resistive barrier for subsequent BOTTOM NAILING FLANGE UNDER DECKING (SEE DETAIL WWII 1'f_� 7 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1 .3. In accordance with other approved methods. 1.4 In accordance with FMAIAAMA 100, FMAI AAMA 200, FMAIWDMA 250, FMA/AAMA/ WDMA 300 or FMAIAAMA/WDMA 400. SCS 0605 CMU INSTALLATION 6 POINT BUCKAND SELF -ADHERED FLASHING HALF ROUND WINDOW WP04 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK WP05 SELF -ADHERED FLASHING WP06 FENESTRATION INSTALLATION AND INTERFACE INSIDE CORNER 2.2.At the intersection of chimneys or other masonry construction With frame or stucco walls, with projecting lips on both sides under stucco copings. HING Ground 3. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. 4. Continuously above all projecting wood trim. 5.5.Where. exterior decks or stairs attach to a wall or floor assembly of wood -frame Construction, 'RA SEP 0 8 202 porches, 6.6.At wall and roof intersections. VIRTUAL 7.7.At built-in Water Resistant Barrier gutters. Virtual d ad JAMB, SILL AND HEAD DETAIL 77 APPROVED SHEATHING SELF -ADHERED FLAZHING Lath P lans e%'��.; 2- th APPROVED HOUSEWRAP STRUCTALATHTWIN TRACK 2.5 PATCH Sheathing Stucco THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL for conip liance AND WATERPROOFING METHODS TO EditionbyDebra tile l)rit-_K1ahrPX 2 314'CEMENT PLASTER :FLASHING BE USED. 12 MIL (rnin) DRYLOK EXTREME Z APPROVED FLASHING TAPE N-77 3 D40UBLE 'V" SEALANTSOCKET WITH JOIST 7/8" Cement Plaster TOOLED APPROVED SEALANT vvuuu or -Am SINGLE 1) J JOIST IIIIIIINFP�'-" FLASHING Foundation Weill in arrrindancle with 7/Er' Cement Plaster BELOW I SELF�ADHERED SELF -ADHERED "LASHING 3'MIN---/ ASTMC926 in a=rdance with ASTMC926 Felt backed metal lathe in accordance Felt backed metal SELF -ADHERED SELF -ADHERED FLASHING FLASHING �4 With ASTMC 1063 lathe in accordance with ASTMC 1063 ,32 C5)� Building Paper Building Paper 7/16" O.S.B. sheathing 7/16" O.S.B. ........ Meta I ? sheathing SCS 06 02 WINDOW FIN INTERFACE WITH SELF-ADHERFED FLASHING DECK JOIST WP07 SELF -ADHERED FLASHING OUTSIDE CORNER WP08 FOUNDATION WEEP SCREED WP09 EXTRUDED SHOULDER IF Flashing Weep Screed A I A _A Ill D" FLIA �SELF D" EREr SHING PRODUCTS DETAILS 2x FRAMEWALL TILE rr5INISH STRIP OF SAF L E G� E IND SELFADHEREID FLASHING (SAF) V, Installed As Per % Manufact. Specs. Maintain Stampede or similar Bottom of cauk bottom DRAJIMAGE F)i ARE WRB DRAINAGE PLANE (DP) WEATHER RES45TANT FARRIER (WRB-) Neep Screed joint only 1 1/2" to 2" WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) if > i < BONI) BREAK WR8 BOND BREAK WEATHER RESISTANT BARRIER I -SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'0813', PLYWCU-30. DENSGLASS AboveRoof Weep Screed Sheathing Installed As Per All Aft %J .8 V-4" PER PLAN ;2� SF LATH A N" Manufact. Specs. Detail Instructions Refer to the number marked as C# ) in each detail that corresponds to the numbered items in the- list of instructions below- 1'-V' PER PLAN WRAP DIP VVIRS ONT 0 THE VERTICAL SUR FACE TO TOP OF FLANGE AS AN AR' 1/2" Cementitious Cement Plaster Decorative Finish in accordance > 0 CL -S 1 Install self -adhered flashing in order as shown by numbers SLOPE 1-mu BARRIER j_112"NCH FLANGE with ASTMC926 All inside and Over wood 2nd outside comer will . 2. Install flashing and weather res-istivp barrier to form water shedding a, %, . I ---I floor need to be miter laps 4"OR 81" �CMU -6-4 3. Setkadhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, (PER SEAT DEPTH) A. FILI WITH GROUT z _____STRUCTURAL FRAMING < _J CL F butt joints need to becaulked using 0 0 =3 "'101 embedded in the adhesive layer) - for, ease of installation and to minimize scoring,cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square of flashing material (6" x 6" V Lli M ,--�---��STRL)CI'URAL5tiEAI'�-IINC�3 CA- THIS OAP IS A RESULT OF uJ PLASTER ST NKi URAL SHRINKAGE. _-STIR I P OF SAL U) BAC�_� DO NOT SEAL. U) CONTINUOUS ... UNAGE PLANE VIRB W Stampede or sim. caulk for all 0 piece Minimum) A ROD & SEALANT DRIP NOR EED PLASLT IC uJ BOND BREAK VVIFFIS ACCESSORY 6. Fold as shown by arrows SLOPED MIUD BED 4 !�. cc LATH (All 7. Angle of comer may vary, adjust folding of the flashing accordingly to A UJ _SF U.1 _t, CU VINYL SHOWER PAIN - 'A 0 fit tight to corner Note: 8. Mechanically fasten as necessary L A 4 B-H4,; U= -'--PLASTER The building paper and metal lath must be Cement installed over the top of the weep screed. LJ < S TOP Plaster block 41 CONTINUOUS BACKER ROD &SEALANT over 1 st floor z <T CEMENTITIOUS FINISH __J SHEET N W P WEEP SCREED DETAIL SHOWER SEAT SOFFIT/CANTILEVER WP1 1 WP10 SCALE: NOT TO SCALE P-1- __ b�-,zns Lenncv }�oMZS Sir�le Taw'�h��BRs�PI- b3z�'ren -40