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Home My WebLink About6327 Ten Acre CtABBREVIATIONS GENERAL NOTES VERSION CHANGES INDEX OF DRAWINGS ABV - ABOVE MLDG - MOULDING THE FOLLOWING TECHNICAL CODES SHALL APPLY: VERSION DESCRIPTION OF CHANGES SHT NO: TITLE 1.0 CLIENT CHANGES CS Al COVER SHEET FOUNDATION PLAN AFF - ABOVE FINISH FLOOR MNT - MOUNT OR MOUNTING AHU - AIR HANDLER UNIT MO - MASONRY OPENING j N N A/C - AIR CONDITIONING MUNT - MUNTINS 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, 2.0 FLORIDA BUILDING CODE 6TH EDITION (2017) UPDATED ALUM - ALUMINUM # -NUMBER ENERGY EFFICIENCY, ACCESSIBILITY, NFPA 70 NATIONAL ELECTRICAL CODES 2017 A2 1STAND 2ND FLOOR PLAN g= N AT -ALUMINUM THRESHOLD OC - ON CENTER AB - ANCHOR BOLT OGD - OVERHEAD GARAGE DOOR 2020 FBC PLUMBING RESIDENTIAL SECTION 604 3.0 MASTER CHANGE UPDATE A2.1 A3 SALES OFFICE PLAN STAIR DETAILS _ - - �/� �} I" - �� `� • • _ -- -' Off? v AVG -AVERAGE OPNG -OPENING 1. TANK TYPE WATER CLOSET VOLUME 4.0 PERMIT COMMENT REVISION A4 2ND FLOOR - ROOF FRAMING PLANAl 00 BFE -BASE FLOOD ELEVATION OPP -OPPOSITE 1.6 GALLONS 5.0 c TRUSS CONNECTOR REVISION A5 EXTERIOR ELEVATIONS & ROOF PLAN ��J J C �,xi BM -BEAM OPT - OPTIONAL A6 1 ST & 2ND FLOOR ELECTRICAL PLANS BLK -BLOCK OH - OVER HANG 2. WATER - FLOW RATE. 6.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATED A7 INTERIOR ELEVATIONS M e BLDG - BUILDING OH CABS- OVERHEAD CABS BRD -BOARD PNT FINISH PUBLIC FACILITIES LAV 0.5 G.P.M. 7.0 UPDATE DETAIL CALL OUT FOR 2ND FLOOR WINDOW AT BEDROOM 5 SNO STRUCTURAL NOTES s Z -PAINT BRG -BEARING PTD - PAINTED PRIVATE FACILITIES LAV 2.2 G.P.M. SN1 STRUCTURAL NOTES 58�5 ,� :� g BTM -BOTTOM PED -PEDESTAL BUC BUILT UP COLUMN SHOWER HEADS 2.5 G.P.M. 8.0 ADDING K, L, M ELEVATIONS S3 S4 FOUNDATION DETAILS FRAME WALL DETAILS :� (,A ` ��+ _ p - PERF -PERFORATED _ fn=' - CAB - CABINET PLT -PLATE 3. ALL PLUMBING WATER LINES S5 STRUCTURAL DETAILS CD -CONSTRUCTION DOCUMENTS PLYWD - PLYWOOD TO BE CPVC S6 WALL SECTION DETAILS w CLG - CEILING PKT -POCKET VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO SS RETRO FIT DETAILS 1r1 CLG HT - CEILING HEIGHT LB -POUND JOBSITE CONDITIONS ST STAIR DETAILS z CEMT - CEMENTITIOUS PSF - POUNDS PER SQUARE FOOT S11 PRECAST DETAILS Q CL - CENTERLINE PSI - POUNDS PER SQUARE COL -COLUMN PT - PRESSURE TREATED THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL S12 PRECAST DETAILS CONC - CONCRETE PB - PUSH BUTTON CODE PA 1.0 PA 1.1 PRODUCT APPROVAL PRODUCT APPROVAL CMU - CONCRETE MASONRY UNIT REF - REFRIGERATOR CONST - CONSTRUCT OR CONSTRUCTION RECP -RECEPTACLE ❑ PORCHES AND BALCONIES PA 1.2 PRODUCT APPROVAL CONT - CONTINUOUS OR CONTINUES REINF - REINFORCING CHAP. 3 PA 1.3 PRODUCT APPROVAL N N 'n n E > o 0 CTR -CENTER REQD - REQUIRED CJ - CONTROL JOINT R/A - RETURN AIR ❑ HANDRAILS - CHAP. 3 SH 1.0 SH 1.1 HURRICANE SHUTTERS HURRICANE SHUTTERS o "' 0 ce) CN � M 2 DP - DEEP OR DEPTH RO - ROUGH OPENING SH 1.2 HURRICANE SHUTTERS �, } s7 u a N U� � co DTL -DETAIL IRS -ROUGH SAWN ❑GUARDRAILS - CHAP. 3 SH 1.3 HURRICANE SHUTTERS 8 � DIA - DIAMETER Sc - SOLID CORE SH 1.4 HURRICANE SHUTTERS } 6 0 0 8 DIM -DIMENSION SCP -SCUPPER ❑ STAIRS - CHAP. 3 SH 1.5 HURRICANE SHUTTERS �_ '� U 8 DISCON - DISCONNECT SCRN -SCREEN DW -DISHWASHER SIM - SIMILAR ❑ CHIMNEY & FIREPLACE WP 1.0 WATERPROOFING DETAILS i a �Ln w Q� DR -DOOR SHLVS -SHELVES DBL DOUBLE CHAP. 10 M o p a a - S/R - SHELF & ROD DWG - DRAWING SH - SINGLE HUNG WINDOW EA -EACH SGD - SLIDING GLASS DOOR EGRESS WINDOWS ❑CHAP. ELEC - ELECTRICAL SPECS - SPECIFICATIONS 3 ELEV -ELEVATOR SQ FT - SQUARE FEET EQ 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED -EQUAL SQ IN - SQUARE INCH E- EQUIPMENT STD -STANDARD BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. EXP XP 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 AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, FD - FLOOR DRAIN TOM - TOP OF MASONRY OVERHEAD GARAGE DOORS, AND ROOFING. FE - FIRE EXTINGUISHER TOP - TOP OF PLATE FLR - FLOOR TP - TOILET PAPER HOLDER FLOUR - FLUORESCENT TYP - TYPICAL 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL o w FTG - FOOTING UNO - UNLESS NOTED OTHERWISE SHOWER ENCLOSURES TO BE TEMPERED GLASS FIR DR - FRENCH DOOR VAC -VACUUM GALV - GALVANIZED VAL -VALANCE 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR &EXTERIOR) AND WITHIN 18" OF FLR W W W w w w o o o Q v o o o LL GA -GAUGE TO BE TEMPERED GLASS. SECTION R308 ( ) U Q a X-J `� x _o N o o J P �o z GB -GRAB BAR VFRT-VERIFIYAINFIELD GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR VTR -VENT THROUGH ROOF DIMENSIONING: 1— 0 0 0 O o�oom aaCnx9 nzww�n� zz v Q o z Y a Z z w p W o I a GLS - GLASS V - VOLT Z w ~ zd GWB - GYPSUM WALL BOARD WC - WATER CLOSET A. DIMENSIONS INDICATED ARE TO: o �¢ o o � � GYPBRD - GYPSUM BOARD WH - WATER HEATER A.1. CMU WALL: OUTSIDE FACE OF WALL HD - HEAD WL - WIND LOAD 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 HB - HOSE BIB W - WIDE OR WIDTH CORE -STUD A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. HC - HANDICAP WDW - WINDOW FURRING\ 0 04 INSUL - INSULATION W/ - WITH A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD INT - INTERIOR WD - WOOD A.4. WINDOW OPENINGS: Z Lu LVL - LAMINATED VENEER LUMBER A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING LT - LAUNDRY TUB A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING ~ MAX - MAXIMUM A.5. DOOR OPENINGS: i MATL - MATERIAL A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING co O M O MFR -MANUFACTURER MECH - MECHANICAL A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED Q I � j MTL - METAL FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR MC - MEDICINE CABINET FRAME MIN - MINIMUM A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER OFDOOR Q W Q LO I—iYM A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH z OY 0- � SYMBOL LEGEND . A.6.1. EXAMPLE: T-RFACE TO10" CLEARAINSIDE FINISH FOR ADA TRANSFER SHOWER CE >- Z V H B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND Z - ❑A = STAIR CALL OUT - HEIGHT OF 1 E-----SHEET NUMBER STEP DOWN l INT ELEV NUMBER PLUMB. C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: J O O FOOTING CALL OUT - STEP DOWN ARROW SHOWS C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS to IT = SEE FOOTING CALLOUT DIRECTION OF VIEW C.3. FRAMED WALLS EXTERIOR mi SCHEDULE ARROW SHOWS INTERIOR ELEVATION CA. FRAMED WALLS INTERIOR O = KEYNOTE CALL OUT DIRECTION OF VIEW MARKER C.5. DOORS AND WINDOWS N 1 D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - N ELEV NUMBER A9 ARROW SHOWS UNLESS OTHERWISE NOTED N PRE -CAST LINTEL CALL SHEET NUMBER DIRECTION OF CUT �p = OUT - SEE LENTEL EXTERIOR 1 E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED 11� N SCHEDULE ELEVATION MARKER' All SECTION NUMBER ;SHEET F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE r o l r---ELEV NUMBER NUMBER STRUCTURAL MATERIAL ABOVE AS SCHEDULED G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, LEDGER CALL OUT -SEE SHEET NUMBER LEDGER SCHEDULE 4 A15 2 CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND LOCATION OF CUT COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE 0 °p --ARROW SHOWS 3 DRAWINGS. DIRECTION OF VIEW 0 00 O o 0 MULTI VIEW INTERIOR SECTION �- o r- 0 N 0 N 0 N 0 N 0 N 0 ELEVATION MARKER MARKER N CV CV N N N CV SEP 0 8 2022 Cn N 00 O Ln 00 O M � — N 0 M O O O r O C 1 � ,^ Lo .N ; 0 0 0 0 0 0 0 . VIRTUAL .Evic /1C�r�i N M NT LA CO r_ virtua� i��o�ie Plans Re'!.` cant-'1E�e 2GZC- t- �� 7th the 1 � z compliance with for comb Klahr PX2300 00 (n o o w LENNARM Edition Y Debra Anne 0 OD U I— Q o LU X -0 m 4r.. Q �moZ Q LENNAR TAMPA DIVISION '�c� QZOz �o�W �y Z �: 4600 W CYPRESS ST SUITE 200 00 >-mzw ' M IZZZU- TAMPA, FL 33607 NOTICE TO BUILD SUBCONTRACTORS N W (y O V a< W Q CO Z IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE Z Q O 81 3.574.5700 BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING 0�z LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT V g HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL a SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE 00 INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE M� W NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE z C S Q z DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL w _j 2382 ADS CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK ui L LAST PLOT DATE Apr. 26, 22 N CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND Z 0 APPROVAL BY THE DESIGN PROFESSIONAL. J COVER SHEET PLUMBING NOTES: 7TH EDITION (2020) FBC PLUMBING CODE 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. FOUNDATION LEGEND: NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS IN ACCORDANCE W/ ACI224-3R ❑ = 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 O KEYNOTE LEGEND KEYNOTE ANNOTATION 1O 1/2" DP X 9-1/2" WIDE RECESS 2O 1-1/2" DP X 8" WIDE RECESS 3O 1-1/2" DP X 13" WIDE RECESS 4O ICE MAKER LINE 5O SINK- KITCHEN 6O REF 7O WASHER 8O W/H 9O UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 13 BEARING WALL 14 (3) 2X4 B.U.C. W/ (S) HTT4 AT BTM O FOOTING LEGEND TAG TYPE SIZE REINFORCING C 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 OD MONO FTG 16" x 12" DP (2) #5s CONT. O MONO FTG 16" x 20" DP (2) #5s CONT. FO PAD 24" x 30" x 16" DP #5s 6" O.C. EA. WAY V\ v IRTUAL q v:c:! Virtual Re\ ie` and , r d Plans Revew c.ci2020 ��lF`er 30 7th for compliance with tb K ahr PX2300 Edition by Debra FOUNDATION PLAN - ELEVATION A N N O a9 ui -� o CO t T , � 4 ® E � �� ✓ � b' •'F Q z t 2 O w p z Q t^o` N L E `�M o W L N 5 (� V coco C r o o 2g �E 0Las Up° .—Z 2 VI V uj E� �. o m d a '0 W W W w~ w co w J W O Z� Lu �u-00 Q Q U WZ)--jw03: =cnOOLLOw00mmz¢Q U Q O Z N�ajwwIWw,w<0 Q��dOwQ�°-zWzOwvo� LL O w 2 P �_ Y p OQ o =O p Z Q LL �¢� O O Z W O F- U) J ti O 0 �-7 M Q U) M � u) ti M Z U z 3: Lu w _j0 O J N N O N N i O O � 00 ul) CO o0 O 0 N 0 N N N 0 cV 0; N 0 N O N O N O ( O N O N o0 O L� op O M ST 11 N O M N d 0 0 6 C i '^ , ; 00 C-4-1 0 M O V O Ln O Co. CD�l I-- I I I Cr CO Z Z O wO n w -0oQo F- O a WM zwI=—Q Z� � 0 qr� ~m0Z N UZ W 00 �2Zix M aZZ (V w N O -1 z >.. UDZ� z �Q0 Z U a OU o mof z Z w " W� /1 Y ♦ O LAST PLOT DATE � Apr. 25, 22 Z'O FOUNDATION J PLAN A O N LO 30'-0" 19II_S11I\I■® ♦i�i�i�i�i�i(�i♦��♦�♦��: % Ell I�`:�� a��♦:��.��I �i�i�i�il�i�i♦i�i�4' 1 0 tD CV N GG S3 9 N 7 5/8" 14'-2" 4'-6" 5'-6" T-4 3/4" I j 7 5/8" o � io 0 NOTE: SEE SHEET S-11, S-12 '2382' FOR LINTEL CALLOUTS & DETAILS �bD m00 w P: Ad TIE BM AT 10'-0" bo m -1 w co P: �� - 1 �iil�►►//////� ///// .////I ■■� moo [oil ,�,, � •.. �� I' ieieeeelieeiedieeSiSeiSieeeeee4eieieeeeSeddSSeileiSSiSei� � iePi i � ' � 5eieiPA6eeeeileeeeei'eibeeeiiiiheii:eGeeiereeie0lbediSei6i114eii4ehS11eeeiSePe4eiSlieeeileiieeillediPeeeS7dPeeeSii •� Pro - /4 !-1 ILYA • �� 1 0 M S20 _ _ 9 AT TOP 4" INSULATED -- --1 -- 8 -- BRIG. WALL 7 42" H. � LL OPED TWO CAR GARAGE LO I cc f 5 WALL 83 19'-3" X 20'-0" 1 4 CPT -- - FOYER TILE 3 I I� I2 1 S3 1 I I i _ - UP OF GARAGE IN — 1 I — — -----------LINE O?EA pO�TIZ51� A / `� I TIE BM 1/2 34 Co AT 10'-0" 'SH I HD AT 7'-4 mbo TEMP. GLASS M m _ bo 114" 4'-3" T-11" — — — — — _ENTRY I 16070 9'-6" X 5'-4" 1'-0" 8'-6" 2'-3" 16-0" 2'-3" of V-6" 20'-6" 30'-0" FIRST FLOOR PLAN — ELEVATION A 1 /419 = 1'-011 HB 0 bo LO J C� 0 N zt C) M fV M �i 8" FRAME WALL- 0 in LINE OF ROOF BELOW 9'-5 3/4" 25 FT-3" ESS BEDROOM 2 11'-11" X 10'-11" 8'-0" CLG (2) 2068 BF 010 0. o O R&S TB 26 8 ! '� A7 BATH #2 A7 TB UNDE Q T AHU /\� ri; LCN U) Q _ 4" -8" T LOFT 12'-0" X 16-0" 8'-0" CLG DE�N L"J 36" HIGH CONT. RAILING 42" H. LOW WALL -, 30'-0" 1. SEE SHEET S-11, S/12 '2382' FOR LINTEL CALLOUTS & DETAILS 2. ALL EXTERIOR HDRS AT OPENINGS ARE (2) 2X6'S UNLESS NOTED OTHERWISE 20'-6 1 /4" U)I �I o I � R&S (4) 16" SH N 17f' 3068 BF 00 Z-) 2666 `r 2668 F_ T m G �1 8 I Ne v 00 N 22"x36" ATTIC ACCESS 5'-7" T-9!! 1!-4!, R&S i 06I w I oo � R&S 42" H. SLOPED LOW WALL ZOPEN TO BELOW 4" FRAME 1 WALL I' FRAME ALL SH25 HD AT T-3" ROOF BELOW BEDROOM 3 11'-11" X 10'-11" 8'-0" CLG BEDROOM 4 10'-11" X 13'-0" 8'-0" CLG 1 V-3" 4" FRAME WALL—, BEDROOM 5 11'-11" X 11'-11" 8'-0" CLG r ----� SH25 HD AT T-3" EGRESS M S6 TYP. I /L--------------------- ---J 5'-0 1 /4" 5'-1 3/8" 1 T-0 1 /4" 2'-10 1/1 11 10'-1 5/8" 19'-10 3/8" 30'-0" SECOND FLOOR PLAN — ELEVATION A 1/4 of = 1'-0" / I AT 18'-0" a O F- M N b C? m LOCO cCn c� ow _ CM (n N n w v=i w C) w _ CM v _ o N LO 4" Co v B s6 NOTE: PROVIDE R-11 F.G. INSULATION IN WALLS ADJACENT TO ATTIC SPACE NOTE: PROVIDE R-11 F.G. INSULATION IN EXTERIOR WALLS, INCLUDING BEHIND RIM JOIST IN FLOOR ASSEMBLY J GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOWAND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS, INSTALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. ALL ANGLED WALLS TO BE 45° UNLESS NOTED OTHERWISE THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR- (T.B.) = 56" A.F.F. TOWEL BAR ABV. TUB DECK = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.) = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 1X3 PT FURRING STRIP, R 4.1 HIGH PERM, 1/2" GYP 8" CMU NON -BEARING 2X STUD W/ 1/2" GYP. BEARING WALL 2X 16" O.C. W/ 1/2" GYP. p = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB = FILLED CELL W/(2) #5 VERTICAL C = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) STAIR DATA STAIR RISERS TRFAQS LANDINGS MTAL RISE MARIE JAI 16 AT 7 9/16" 14 AT 10" 1 10'-0 3/4" SQUARE FOOTAGE: UNIT'2382 A' FIRST FLOOR LIVING = 1269 SQ. FT. SECOND FLOOR LIVING = 1120 SQ, FT, TOTAL LIVING SQ FT = 2389 SQ. FT. ENTRY = 51 SQ. FT. GARAGE = 414 SQ. FT. TOTAL SQ FT = 2854 SQ. FT. 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) I Plans Re,''�e`n/ co►r,�`it'",e ^ 7 ch om liance �vlth tt�e Bahr PX2300 for c P Debra Anne KI Edition by 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 GARAGEDR 30.0 -33.9 30.0 -33.9 +.^ (V O N CID 9 ^i LO o r 00 LO 'h1 a t4 a f Q a q z `p gpk Y Z 0 Q 0E " o MN 5 N V -n7� d CO E L O 2 M _O ° U-g a a V LU Q� C: cO � M 7W V m V I _a w OH~Uj w J�wY Z Y° Z (DwQ02 Q OXwLL000_JO<LLO�° o Zw awmwoZoLuZoomoZva� Q< ('f ZO YO Z I-LLo°aw°n< �oQO W0w � LL 0 N zW O� > (n O D � CM CD aJ U? ti wZ LLJ < NN ^^ U-) Z0 z -3: W LU J O Mj co N O N ti N 0 0 o6 (0 V 00 — 0 N 0 N o N r- N •- N 0 N 0 N 0 N 0 N 0 N 0 N 0 N M N M O In w CD M c— V N o M N 4 0 1 0 0 o o IL, o (fl 0 .` (DU-) o 0 N 0 M 0 0 to 0 (O 0 r,� � I 141 � M ^^ VJ Z Z — Z O W O _ w to LU -1--+ O von° �O Q a z a— W F- � Q �m0Z N �Z�W wM 5.2ZW M 0-Z Z ILL (V w N Og�z 2 Ua}Uj z . Z Z 0 U � OU o m z Z w " Uj ' ^ O r LAST PLOT DATE > Apr. 26, 22 z 4-0 O 1 ST & 2ND FLOOR J PLAN A STAIR SECTION 1 /2'1 = 1'-0„ 10" tL1" NOSING SEE SHEET ST FOR STAIR DETAILS HEADROOM IN STAIRWAY TO BE 6'-8" IN ACCORDANCE W/ FBCR R311.7.2 RISERS CUT FROM 1x MATERIAL TREADS CUT FROM 2x MATERIAL (3) 2x12 STRINGER STAIR DETAIL 1 /4" = 1 '-011 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. — 3 A3 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) (ST MDST((A 36 STRAP EACH STRAPP EACH SIDE CCENT�F2�D 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. SEE PLAN w H O z w w NOTE: 1. GROUT TOP (2) COURSES SOLID 2. MAX. WALL HEIGHT 20'-0" AT 140C WIND PRESSURE. IF CONDITIONS ARE EXCEEDED, ^ONTACT E.O.R. 31 WALL SPLICE DETAIL N.T.S. SEP 0 8 2022 iaTwa[vi. + C�=�,� �` ��. ,fed Virtual Rt vie,'j , ,eW GOiI'1�'iE`er and 04, � � �� Mans Re' ith tree 2.020 �� 7th zor compliance w 'on by Debra Anne Klahr PX230 �. d ltl F Fi N r N CLO t 4 r 00 yUy v uJ o ,% Q w • ' tea z W Nw�a/ LL 0 z a N > 0n o M 'o U M C6 N V � O y a � M .O U 0 p N Q �N = w O� H 0' N C W L O E 5 � a a L'U^ �LLI c/j wQ� wF.Q w�-' ff-zw Z V W Q Q O J� O LL' � LL U Cy Z Q U_ J O 0 0 CYvOW OZOROOMzOZ�U wwa.� nww�fnLL�QQwJ z U) 0 Z JJQ�, OwYO Q �Ow Lun_wwpIU�Q a O Q =O 0 � Q LL F- LL O Z N Ow z cM F- O Q U M � 13- U) U_ U � H O. M Q 00 Q >- Z U F— Z w w -.J 0O (D N N O N ti N i O 0 ao CD CO . N O N O N r N N o N O+O N N O N O N o N 0 N N9��rTM ob Ln o0 A ' O N O o rn CDo 0 r� c Z � ; o 0 0 0 0 0 0 �- N M 4 6 to Il� 00 r^ VJ Z z z O O }, awin w _Uo-o ~ 0 ,0 LU zw� Q 4r. Q �m0Z N �ZW 00 2 M �ZZLL. z w N w N Og2z z Ua� LU z ) Z �Qp U V � 0 0 �- m z z A3Z w J N N W N r LAST PLOT DATE Apr. 26, 22 z DETAILS 30'-0" N N r. 0 60 N SECOND FLOOR - FLOOR FRAMING PLAN ELEVATION A 1/411=1-0 0111111111 V-2 1/2" CJ1A CJ3A CJ5A CAA CJ3A CJ5A U=1064# E rA U=1064# A6G lo A5 DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) lo M 0 N uO A4 A3 Q BOTTOM CHORD CAN BE REMOVED IN FIELD IF NEEDED ATTIC (ACCESS I A1A .q2G CJ1 C2 E2 V-0 5/16" 3/8' 16-0" 11 11/16" -10 t-ut 19'-10 3/8" SECOND FLOOR - ROOF FRAMING PLAN ELEVATION A 1 /4„ = 1 1-011 SHINGLE ROOF 12 51 12 HEEL= 1'-0 1 /8" 2�A� PLUMB CUT — . 2X4 12" TRUSS HELD BACK 3/4" PLYWOOD r— 3/4" SUBFLOOR WALL HT. BASED ON 8'-8" A.F.F. HANGER.CHART J L = HUS 26 (SIMPSON) Total Truss Quantity = 98 HEEL= 41/16" PLUMB 12" 12 12 2X4 TRUSS NOTES: THE FLOOR AND ROOF TRUSS LAYOUT ON THESE PLANS ARE SCHEMATIC DESIGN ONLY. FINAL FLOOR AND ROOF TRUSS LAYOUTS TO BE DEVELOPED BY TRUSS MANUFACTURER. TRUSS LAYOUTS AND TRUSS SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY DESIGN STYLES, INC. AND/ OR THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. TRUSS MANUFACTURER TO VERIFY ADEQUACY OF ALL SPECIFIED LVL BEAMS AND MAKE ANY ADJUSTMENTS NECESSARY DUE TO FINAL TRUSS DESIGN OR CALCULATED REACTIONS. ALL MODIFICATION TO BE REPORTED TO DESIGN STYLES, INC. AND THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ELECTRICAL & HVAC LAYOUTS ARE BASED ON THESE FRAMING LAYOUTS. ANY DEVIATIONS ARE TO BE APPROVED BY DESIGN STYLES, INC. PRIOR TO CONSTRUCTION. TYPICAL TRUSS CONNECTORS 1. ALL CONNECTORS ARE "SIMPSON, STRONG -TIE". U.N.O. 2. USE MTS20'S OR H10A'S FOR ROOF TRUSS TO FRAME CONNECTIONS. 3. ATTACH ALL FRAMING ABOVE ROOF TRUSSES TO TRUSSES W/ MTS16'S. 4. USE HETA20 FOR ROOF TRUSS TO MASONRY CONNECTIONS. 5. USE (2) HETA20 FOR GIRDER TRUSS TO MASONRY CONNECTIONS. 6. USE (2) HTS30 OR H10A FOR GIRDER TRUSS TO FRAME CONNECTIONS. 7. THE PREVIOUS CONNECTORS APPLY UNLESS OTHERWISE NOTED. 8. SEE FLOOR PLAN AND FOUNDATION SHEETS FOR OTHER CONNECTIONS. DESIGN STYLES, INC. AND THE ENGINEER RESERVE THE RIGHT TO MAKE ANY CHANGES AFTER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. NOTE: ALL VALLEY KITS MARKED "VK" OR "MVK" ARE CONVENTIONALLY FRAMED. PLEASE REFER TO ENGINEERING PACK FOR DETAILS NOTES: • FLOOR TRUSSES ARE CUT BACK 3/4" FROM • EXTERIOR BLOCK WALLS. • FLOOR TRUSSES ARE CUT BACK 1/2" FROM FRAME WALLS. • SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG 9LOCATIONS. SECOND STORY TRUSSES ARE CUT BACK 3/4" FROM EXTERIOR WALLS. NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 NOTE: MULTI -PLY GIRDER CONNECTION. ALL PLIES SHALL BE FASTENED TOGETHER BOLTS, NAILS, AND OR SCREWS) PRIOR TO INSTALLATION AND BEFORE ANY LOADS ARE APPLIED. PER THE SUPPLIED ENGINEERING SHEETS. NOTE: ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARR`r THE LOADS IMPOSED BY THE TRUSS OR TRUSSES, AND MUST BE IN PLACE AND IN SERVICE BEFORE THE TRUSSES ARE SET IN ORDER TO AVOID REPAIRS. COLUMN NOTE: REFER TO FOUNDATION PLAN FOR COLUMN SIZES SEP 0 8 2022 RFVI'\R,A VIRTUAL _ Virtual Rsd ,v1e,.� �+s;,i l ,c. Plans Re,reW colr ie:tec ad j ;31%'7th for compliance with the 20 Edition by Debra Anne Klahr PX2300 ATTENTION! DON'T LIFT SINGLE TRUSSES WTH SPANS LONGER THAN 30' BY THE PEAK I CONSULT B( 30' Span or less 60 degrees . or less I 112 I I� 2/3101/2 I line span approx. Tag line span approx. REFER TO BCSI -131 Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. Gen era I Notes 1. ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES AND FLAT GIRDERS HAVE THE TOP CHORD PARTIALLY PAINTED GREEN TO BE INSTALLED GREEN SIDE UP. 2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS OTHERWISE NOTED. 3. ALL TRUSS SPACING IS 24" O.C. UNLESS OTHERWISE NOTED. 4. PER TRUSS PLATE INSTITUTE BCSI-131 RECOMMENDATION PERMANENT X-BRACING SHOULD BE PLACED AT A MAXIMUM SPACING 15' O.C. ACROSS THE SPAN, TO BE REPEATED AT A MAXIMUM OF 20' BETWEEN EACH X-BRACE THROUGHOUT THE STRUCTURE. PLEASE REFER TO BCSI-61 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 SP D /TYPE= 145 ENCLOSED BLDG EXPOSURE = C USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON= 9.2 PSF DESIGN CRITERIA FBC 2020 TPI 2014 Truss member design & connector plates are designed for ASCE 7-16 and maximum forces from both components and claddings and main wind force resisting systems. * These trusses have been reviewed to carry an additional 10# psf non -concurrent bottom chord live Iload. T LOOR LOADING SCHEDULE CLL = 40 PSF CDL = 10 PSF CDL = 5 PSF OTALL = 55 PSF ROOF DESIGNED FOR SHINGLE ALL REACTIONS OVER 5000# AND UPLIFTS OVER 1000# ARE SHOWN ON ENGINEERING. WALL KEY ►�� LOAD# DESCRIPTION INIT. DATE R/01 Created from 2386 model AS 2/16/2017 R/01 LC9 JTH 12/13/17 R/01 CHANGED HANGERS TO SIMPSON RDP 03/13/18 RA01 UP LOAD DUE TO DIFF (0 LC9 HMT 1/1012020 R801 UPDATED FOR LCA SHM 1/18/2021 1 E) LOAD# DESCRIPTION INIT. DATE A CARPENTER f � CONTRACTORS OF AMERICA 3900 AVENUE G, N. W. WINTER HAVEN FLORIDA 33880 PHONE: (800) 959-8806 FAX: (863) 294-2488 BUILDER :LENNAR HOMES CENTRAL PROJECT:VAROIUS MODEL :2382 Garfield CCA PROJ/MODEL/ALT 7A2 / 2382A ALT DESC OTC LOT BLOCK DESIGNER PAGE A.S. DATE 1 2 16 2017 1 LANLE �333525R S1A4 "=1' N 0 P f' T- C`NI CID 6 Vd J`6 o 00 ' ¢ i5 W p w p z E o M CO C1'• (NU _00 00 d M Eo� t2 �g _ gimma 0 L� g N Q a)< •N ac w p V QN c 0O � ri 7W V Fo LLi W~ w J W O 0 ('LU Q Q� _j(O�Ofcow000a_j0 0-OW00mOZI6 0 Z prnx �1G LL � =) U)U' 0-<OWa995zowVo¢ OOQ O= 0Yz ✓R O Z W OF_ O z cM Q � M � 0- (/) 2rn�ti CM Z U W W �Q O Mj N N O N i N i O O 06 LO W W N O O O r O O N O CV O N O N O N N N O O N M CVN 0 '^ O O O O O O O N M LO to 11- 1 Cr 00u) Z z —z o O oWCD O O-0 vo�Q OWWM ZwFQ F- Q ~ m O Z �Z w N �MZW M I�ZZu- (V w N Og2z >= Ua>- z W . Z Z M¢0 U Ovg 0 m � z Z W _j N W Lo V / 0 LAST PLOT DATE >,T-- a a Apr. 26, 22 z O 2ND FLOOR ROOF J FRAMING PLAN A ^7F FINISH ELEVATION )F SHEATHING IUFACTURED )F TRUSS DRIP EDGE SUB -FASCIA MINUM WRAP MINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL 67 SOFFIT DETAIL _11A11 = ROOF FINISH PER ELEVATION ROOF SHEATHING 12 5 MANUFACTURED ROOFTRUSS MTL DRIP EDGE ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL SOFFIT DETAIL 7 lV o N N N FALSE FOAM LOUVER DETAIL TYP 8 V-4" 1 1-2 11l- - - - — — — — — — N m m 12" SQ CMU COLUMN, SMOOTH STUCCO FINISH STUCCO BAND io (V COLUMN DETAIL 9 if 1-011 PROVIDE FILLED SOLID CMU ABOVE LINTEL TO TIE BEAM FLASHING CASING BEAD WITH WEEP HOLE PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED (S)H10A-2 ROOF FINISH PER ELEVATION UNDERLAYMENT ELEV AT 8'-0" 12 T.O.M. -75 ROOF SHEATHING (S)A23 E--MTL DRIP EDGE 2X4 SUB -FASCIA •'' 2'-0" ALUMINUM WRAP (S) A23 ALUMINUM SOFFIT PT 2X4 LEDGER ATTACHED TO WALL W/ 3/16" TAPCONS W/ MIN 2-1/2" EMBEDMENT 6" O.C. BTM AT T-6" SOFFIT DETAIL 1710 0 PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. STAGGERED 8" TRUSS HEEL CASING BEAD WITH WEEP HOLES OVER FLASHING — ELEV AT 8'-8" T.O.M. ELEV AT U-0" 1 ST FLOOR FF FRONT ELEVATION A 1 /4„ = 1'-019 8" TRUSS HEEL ELEV AT 18'-0" _ T.O.P. 1'-0" ELEV AT 10'-0" 2ND FLOOR FF ELEV AT T.O.M. MID WALL WEEP SCREED 5/8" STUCCO OVER MASONRY_____t ELEV AT V-0" 12 51 _, 7/8" STUCCO OVER FRAME c? r` CONTROL JOINT 1 ST FLOOR FF 71 8" TRUSS ELEV AT 18'-0" T.O.P. ELEV AT 8'-8" T.O.M. ELEV AT 0'-0" 1ST FLOOR FF 8" TRUSS HEEL ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" `a,41U7211i161:727 ELEV AT 8'-8" T.O.M. A/C UNIT 2'4" AND PAD__N . ELEV AT 0'4" 1 ST FLOOR FF GRADE LINE 3)R%EAR ELEVATION A - 1 -0 GRADE LINE—J RIGHT ELEVATION A 1 /811 = 1 '-011 12 51 4" SCORED STUCCO BAND MINININ IFE-1 INN - ININ -EFE] ININIE1 - 11MINI .1MIM10 M011 - _11 A/C UNIT AND PAD 16'-8" 18'-8" 16'-8" 7/8" STUCCO M oW� N = OVER FRAME Z CONTROL JOINT - - CONTROL JOINT - MID WALL WEEP SCREED r` GRADE LINE LEFT ELEVATION A 1 /811 = 1'-011 5/8" STUCCO OVER - �MASONRY ti 2'-0" A/C UN ,'AND P/ 1'-01, 2'-0" 0 T-0" -4" STUCCO BAND -6" STUCCO BAND -WEEP SCREED 1-01, 4" STUCCO BAND STUCCO OVER MASONRY SEP 082222 vI RTUAL RF VIL•! 'ASS' Virtual Rc'Vle`. v ^•s� i 4 `� Plans Review coim,ie`ee and el for compliance with the 2.020 FB0 7th Edition by Debra Anne Klahr PX2300 n l A All 71 Ill All - 5:12 �T-0" 1 11 tT-0" 01 1 ROOF PLAN A 1 /8 = 1 -011 a I 1'-0" 0 <V 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 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) ROOF GENERAL NOTES: " G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. ROOF CRITERIA - 12" OVERHANG U.N.O. - PLUMB CUT FASCIA - ROOF PITCH PER ELEVATION - WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) - SHINGLE LOADING ROOF VENT CALCULATIONS: NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANTITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER 7TH EDITION (2020) FBC, SECTION R806 FORMULA = S.F. / 300 (1/300) * 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT ATTIC AREA 1 = 1268 SQ FT VENTILATION REQUIRED = 609 SQ IN VENTILATION PROVIDED AT RIDGE = 306 SQ IN VENTILATION PROVIDED AT SOFFIT =1204 SQ IN ATTIC AREA 2 = 466 SQ FT VENTILATION REQUIRED = 224 SQ IN VENTILATION PROVIDED AT RIDGE = 126 SQ IN VENTILATION PROVIDED AT SOFFIT =399 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 VERTICAL BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, B` 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 N N O 04 00 Ln 49 ♦�� w T1_ O w � I 0 z E 000^ N CN Mri N 2 A, E co 0 t � v! 0 LL g Q U6� ._s N V LLI O N C N E m I` o �2 a a W oLL wO1- W F-~ ��J W YZw Z 0, Q U Q JcoO�W(0 LU0LL =(�0 ZLLu 0-z2 aU)w Q �oomZz - _ O U) fn WCL 8f5I W�(nLL W'¢0 aLL Qap aQz WOOWVO� ,j 0 0i5 O ¢ LL O O z CV W f— O cMO Q C/) M U) ti F— (M 00 Z U H z Ww� J O N N O N i ti N O O c6 IUD co ao O N O N O�— N N N O N O N O CV O N O N O CV O N O N o0 O Ln o0 O A 1 N O M N 0 0 0 CD 0 � c 20 Lo;0 0 0 0 'I'l 0 O O r N co I Ln I CO I I- 0_ 00 vJ Z Z O _ OWW owU) > Q 00 F- 0 a o d OXWM z z IL W � F- 0 �m0Z �' N �Z�W <z0 M _ZZLL (V LLI CV . O g M z UD)Zz z �QO z U g Ov o W1z Z z A5 W J N N Uj r— LAST PLOT DATE Apr. 26, 22 z 0 EXTERIOR J ELEVATIONS A & ROOF PLAN DISCONNECT WP GFI Ll 3 zZ, FAMILY �. �o ROOM / C C 1 F / 6-7" \ \\ \ 6-5" I OWNER SUITE REF FI KITCHEN -00 GFI AT_T\ 30" A.F.F. GFI — 77 oI FOR 4'-3' i - HOOD 0 A w TO Cio I GFI GFI o ISP / w o a, . J ® OWNER 1' 5" N B " o �n' BATH 4 � � DINING /� ---- ROOM GFI AT u I I 1 GFI \ 30" A. F F. ° _ _ DIN \ 3�_8 3 _0 4' 0 . I A i4 (4 � GFI \ I _ 2'_7" GFI j 2,-3„ I ° GFI ANTRITILITY GF✓ 0 FI A A A A I I PWDR BATH G 3 '-2" - — —� — C TO 2ND FLR ELEC kfrFl *0 ' LINE OF FLOOR LIGHT AND ABOVE SWITCH IN 0 _ rT � —ATTIC I L_--J \ ELEC I PANEL FOYER 48 TfW u GFI N I C 4'-5" ENTRY 110V CLG q ! —MNT. OUTLET GFI i GF i i r------ --------------i q ! I I Q i i FIRST FLOOR ELECTRICAL PLAN A 1 /411 = 1 1-011 METER LINE OF ROOF — —.1 SECOND FLOOR ELECTRICAL PLAN A 1 /411 = 11-011 ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST T FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. 200A INDOOR PANEL CENTER #15 copper to lights & outlets NEMA 1 10 #12 copper to 20 amp ckts 200 AMP 0110 #10-2 copper to WH #10-3 copper to Dryer METER 2/0 or 4/0 SER Alu MAI N 0 200 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 OUNDING PER 250.50 AND F 250.52 NEC TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS SEP 0 8 2022 VIRTUAL R , virtual ompIE�e 202E F � Plans Review c 3C for Compliance With tt e Edition by Debra Anne Klahr PX2300 ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH r SWITCH ° 4 1/2" DOORJAMB DUPLEX OUTLET in TRIM--- BASE--- NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL oZ S SMOKE DETECTOR MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED AT 12" - TOP PLUG IS HOT HORIZONTAL 110V QUAD OUTLET AT 12" WEATHERPROOF GFCI OUTLET AT 12" 220V OUTLET AT 30" 110V DUPLEX FLOOR OUTLET OUTLET - VERIFY W/MANUF. SPECS FOR LOCATION & TYPE TELEPHONE OUTLET AT 12" OR AS NOTED TELEVISION OUTLET AT 12" - WIRE FOR CABLE & SATELLITE STRUCTURED WIRE OUTLET SWITCH AT 36" - 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER —o DIMMER SWITCH AT 36" PUSH-BUTTON DOORBELL {- CLG MNT LT FIXTURE {} CLG MNT PREWIRE - FIXTURE BY OWNER SURFACE MNT FIXTURE WALL MNT FIXTURE NOTE: 30 40W A 6" ROUND OPALEX - ALTERNATE TUB/SHOWER CANS MAY BE 4 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY 60 50W MR16 4" LOW VOLTAGE OWNER 80 50W PAR20 NFL 4" MINI ROUND RECESS 10 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL -0 CLG FAN PREWIRE AND SWITCH Cos COMBINATION CARBON MONOIXED DETECTOR/ SMOKE DETECTOR C SMOKE DETECTOR CU-182 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 9724:R 24" VANITY LIGHTING 9;;F 36 :;;R 36" VANITY LIGHTING 4848" VANITY LIGHTING EXHAUST FAN/LIGHT 0 EXHAUST FAN p,� DOUBLE FLOOD LIGHT W/ COVERS AND ti 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER M CHIMES (DELETE W/ INTERCOM) IMKF MASTER STATION 711111iZI ELEC PANEL ® VACUM OUTLET AT 12" ® CEILING RETURN AIR EM A/C REGISTER (1) THERMOSTAT 0 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 3.. ,. N co G : a on. v . LO to s tCo o icln ' ��- w k : _ O0 w 0 z �VI W o (D O L c '0M 0 8 co 5 NU ay -0-0- M W O u o .}. QoQ O LL 8 c Q S �N N w a� 2 EM m L. a 'D W wN w wul w J w -0 Z (D w < Q V Q Wj�_j oo�xc,)LL000_j0 :OXJz0�OZ�00,Q~ 0 F O 00 Z C)V)W OxO000Z Ow0-wfnwww5ww W�2KEZOWUCQ- � J W ¢F_< OQ 0 0 C'ZQ LL � O O Z CN O �. 5; (n O I:) F-7`c`YMO aJ L0 W L0 QUQ00 Z F- Z ww J o O N N 0 N h N 0 0 00. (0 r 00 O N 0 N 0 N N N 0 N 0 N 0 N 0 N 0 N 0 N 0 N C) CO un o0 A e. T - N O cM N ' - 0 - 0 A 0 CDO — 0 W 0 � c LO j o 0 N 0 co Cl It 0 LO 0 O 0 rl- T- C CO Z Z z O O _ WL wCD w > 4—a Uo-o F-O a LO Zw�¢ ZW r�nmOZ v Z J f'V 00 �Mzw M Z Z LL CV w N O-32z Q Ua} n LOZ Z I..L z Z �Qo C.) a OU O W � 1z z A6 w w J W LAST PLOT DATE >T-- 0 Apr. 26, 22 z 0 1 ST & 2ND FLOOR J ELECTRICAL PLAN A 1 1/2" FILLER r1 � CV 60 O M T-0" 2-41 1 1/2" FILLER \ 6 / 2'-6" T-6" 2'-0" 1" FILLER El J 1 O 1 / \ M HOOD / \ 4" BACKSPLASH 19 REF SPACE VERIFY W/ MANUF / RANGE T-311 L 21-611 2'-6" KITCHEN 1/2 = 1'-011 4" BACKSPLASH HOLLYWOOD STRIP LIGHTS 30" HIGH MIRROR KNEE SPACE / \ 21-911 2" FILLER-0 2-611 2 1/2" FILLER 5 DOWNER'S BATH 1 /2 - 11-011 PRE-ENGINEERED WD. TRUSSES AT 24" 0 R-30 INSL ELEV AT 18'-0" _ T.O.P. ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" Y T.O.M. Alr �4 ELEV AT Y-0" I ST FLR FF Ll T-0" 10 2'-6" �.V FILLER SHWR HD -� PRE-FAB SHOWER PER BUILDER VALVE 4'-11" 6 OWNE R'S� BATH 1 /2 - 1 -0 UNIT'2382 A & K - BUILDING SECTION 3/16" = 1'-0" (: D KITCHENISLAND 1 /2 - 1 -0 N 00 ° (V - Z.;y 19 1 N o bo 11010111►RIVil,:&Yt\►111=5- HOLLYWOOD STRIP LIGHTS 30" HIGH MIRROR 4" BACKSPLASH 2'-6" 2'-6" 1" FILLER 1 1/2" FILLER (DEIA TH #2 L 2X6 KNEE WALL TOP AT 34 1/2" 3 KITCHEN 1/2 -1-0 T SHWR HD WALL PRE-FAB TUB o PER BUILDER r ih o 5 VALVE SPIGOT �I C T-4 1/2" 2'-9 1/2" (DEIA TH #2 1 /2" - 0 19 0007, ELEV AT 18'-0" _ T.O.P. LOFT ELEV AT 10'-0" 2ND FLOOR FF ELEV AT V-8" T.O.M. ELEV AT V-0" _ 1ST FLOOR FF WIRE SHELF "HANSEN" BOX r----- I 220 VOLT ir - - - - - -----� Di (DRYER VENT (RECESS I 1 I I 4 UTILITY �� IE. SEP 0 8 202Z VIRTUAL Ft'-V!c \PA virtuals�z le„f i.. 01 'pans Rev cot-noeted and. a_. ; or compiianCe with the 2.OhOPX2300 d,ition by Debra Anne Kla -ENGINEERED iiT�USSES _ _ _ - BRIG WALL GARAGE `.E. — — — — — — — SEE FOUNDATION PLAN FOR FOOTING SIZES AND RE -BAR 10 UNIT'2382��A & K - FRONT SECTION 3/16 - 1 -0 I °'+, N z a-'N co J ° U') ° U-) a v 6 a� fr kTi Q Uj W 0 z Q W E > O -� 0 L C O o? U M Nvi 7 N V -0-0cO m a M L O o Ug 0 LL 8 "m Q t U .N W C) ^ 7�, u W Q! n Eri L O0 m I� � -0 w w w~ w W W° Z R w<:§-1Qo�waLL1)O10-10 (D Q Q U ��oJzLL�°zm°o~_�a O 0g0 OmOOm Z U cy 00 U) Z ��(_ jNwW�cn��ZQ Q O �ow 2�� Z LLOWUpp. �wo�v LL 00� S 0 0 z O Z W O T ti O 0 M I-'0�a_M �000 Z V w� W JQ O A N N 0 N ti N i O O m co, O N O N O N N N 0 N 0 N 0 N 0 N 0 N 0 N 0 N 0')00 N O Ln C6 O A .- t N o M N 4, O O 0 O 0 0 r r 0 (6 0 C ' ' N I Lo o 9 041 o rM 0 'I Ln 0CD 0 (O 0 ti e-1 I I I CO Z Z O W O _ 0 (n �--+ � Uo�o I_O Q a LU 0 Z c� = m O Z vZ�� N 5�z0M IZZz 04 w N O_J�z Q UIL>-, 0)ZZ Z Z �¢O U v g 0 0 W � z Q Z w IN IN W ^ LAST PLOT DATE >r Apr. 26, 22 O INTERIOR J ELEVATIONS A & K , - - __L_- ___.1 IIIINYI 1 _ I .. , , , ..,,,,.,,, . , - , , , i -I NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST 2003 CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACO-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) AD IMPACT MAN R3 8.3 H LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE 0 U C O S INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG /M WITHOUT CONTACTING THE GLASS AND BE A WITHSTANDING) 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 CONTINUO( IS 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 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 60, fy = 60 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 1/2" GROUT FILLED MASONRY: 3/4" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 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. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: T 4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND N 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/TPI1-2007 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 FLOQR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 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 V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C�ncrete ogerpour and mortar along the foundation perimeter must be removed be ore exterior soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 56 SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 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 8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. SEP 0 a lot, v Rtua.v`` L\`r-'` t' Virtu' e�' e`N curl- 2U2c''3C. �h plans R with the 23©0 for compliance Anne Klahr PX Edition by Debra . 7. Z7.: .. t N N CD aM N 00 s UZJJ O w 0 z 0 E ; o Mry (n 70 M W M 0 u g g Ls 75 U 610 •^N^,, LL QN c 7W L 00 V � a 'a WQ LLi Dui uj W¢Q O2¢ WO~ ¢�YZZLU JO Q U)O�YU)uE00pLL < XJLL 0 _00 ~ �2U j UZO C3F O 0 0vw9OuR00mz mLUa jFnwW Z W_F5X 0 �� Z ¢~W O O O W wo�U¢ Q Z¢ 00 Q �¢u_ O O Z N LU O� U n r, II5 F- M O Q � M � LU LO � X C6 Z U Z W WO O N N O N ti N IL O 06 LO cfl O N N N N N N N N N N O N O N O N O N O N O N O N O 00 6 OO O M - 1 N O M N �h 0 T- 0 0 0 0 T-- 0 r- T.-0 O O C 1 °° ,^ Ui , i O O N CD M d O L6 O 6 O I-- � I 1 Cr 00 VJ Z Z - Z O 4-10 LU CO 0 r>OQwI- 0 - o-oQ ICY) 0a. WWM LO V) OHQi^ W H- Z H of �- Q �LLI:Q r=nHOZ V Z J 00 w 5.MZIX a.ZZU_ N LLI N O g z �- a V�Zv . Z �QO Z U � OU O W z SNOO Z Z J W ' ^ N O V ♦ T- LAST PLOT DATE Apr. 26, 22 O STRUCTURAL J DETAILS THIS DETAIL. CNLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT, METAL LATH I! I.! .. Y77 . 16GAx1-11,2" LONG (341-1" CROWN) I All STAPLES eau 6" O.C.°PERT BETWEEN 16GAx1-1,`2" LONG (3 4,E-1" STUDS (NOTED THUS:—) - OFFSET I I I I CROWN) STAPLES C6 6" STAPLES BETWEEN STUDS AS SHOWN - O.C. VERT INTO STUDS (NOTED THUS.—) METAL LATI+►TTACI -I M ENT DETAIL WALL SHEATHING REV, 09.24.21 SCALE:14" = T-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH- *ONLY APPLIES TO LENNAR TPA,'JAX"* LATHING ACCESSORIES: ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. WOOD APPLICATION: 16 GA. x 1-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERTICALLY/HORIZONTALLY INTO FRAMING MEMBERS. MASONRY APPLICATION: CONCRETE STUB NAIL, 3/8" (10 MM) HEAD DIA. MIN. @ 6" O.C. VERTICALLY/HORIZONTALLY OR COMPATIBLE ADHESIVES, EXTERIOR GUN -GRADE, CONSTRUCTION ADHESIVE WITH 1" DABS @ 6" O.C. OR IN A SEMI -CONTINUOUS BEAD BETWEEN THE SOLID PLASTER BASE AND THE SOLID PORTION OF THE KEY ATTACHMENT FLANGE. CONTROL JOINTS: INSTALL CONTROL JOINT LATHING ACCESSORIES IN CONFORMANCE WITH C1063. LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS, BUT SHALL BE STOPPED AND TIED AT EACH SIDE. ALL ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST ASTM C1063 & ASTM C 1861. CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H Affol STUB -OUT FOR "I GAS METER O O CV • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'4" (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. 8'4" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'.0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 164" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE N 15/32" CDX ¢ PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE + + + 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE a + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2-3/8 INCH NAIL LENGTH 2-3/8 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. 4'-0" + 4'-0" + + + + + + +++ +++ + + + + + + + + + + + + /+++ ++ +++++++++ + Backer and Filler Block Dimensions BCIOJoist Backer Block Thickness Filler Block Thickness Series 3/4" 5000s 1.8/1.7 p nel wood panels Two 3/4" wood panels or 2 x P — 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" 60 2.0 wood panels 2x _ + 5/8" or 3/4" wood panel 902.0 2x — lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking r 1/8" gap r r FILL CELL STD. 900 HOOK r— BOND BEAM BOND BEAM STEP SIMPSC w/ (22) NAILS T - CONT. #5 BAR 5/8" 0 #5 CONT. THRU FROM BOLT FOUNDATION TO HIGHEST BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" min. 2„ }Small gap „ max. � 4 max. Clinch nails when possible 1 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING)/8" GAP @ TOP sides by 6". - Hangers with sides not containing t. WEB STIFFENER DOUBLE JOIST CONNECTION top irdsmouthcuts. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pif 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 1/16 code for appropriate 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 KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking t IRP. T" (i Odl nails at R" n-r.- CY/ Provide adequate bearing for each lapped joist. nails SECTION an INT. BRG. WALL MINIMUM SPA�LNG = 2x GREATEST DDIMENSION OARGEST HOLE(see table below) KNOCKOUT EEMPTS) D (see table below) J 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.* Joist rWhen joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. 6„ A 1Y2" ROUND HOLE MAY 6 6�� DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1�" 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 1Y2" Round Hole Diameter (in) 2 3 4 15 6 7 8 &875 10 11 112 13 Rectangular Hole Side (in) 2 3 5 6 8 9 10 Any 16" joist Span (ft) 8 V-0" V-1" V-2" V-2" V-3" l'-3" V-7" 1'-11" 2'4" 2'-9" 3'-2" 3'-7" 12 1`-0" 1'-1" 1'-2" 1' 2" 1'-3" 1'-9" 2'-4" 2'-11" 3'-7" 4'-2" 4'-9" 1 5"4" 16 1'-0" 1'-1" V-2" V-2" 1'-7 2'-5" 3'-2" 3'-10" 4'-9" 5;-7" 6-4" 7'-2" 20 1 `-0" 1 `-1 " 1 '-2" 1 1'-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11 " 6'-11 " 7'-11 " 8'-11 " 24 V-0" 1'-1" 1'-2" 1 1'-3" 2'-5" 3'-7" 4'-9" 5'-10" 7'-2" 1 8'-4" 9'-6" 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 0N JOIST I T DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Yz" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y2" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. \Install tight to -top flange. A \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mr int" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 7. 0.6 X Joist " depth I -JOISTS BUCKETS N.T.S. Web Stiffener Fastener Schedule Joist BearingLocation Series De th End Intermediate BC15000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d BCI 6000s® BC16500s® 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® " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/ (22) NAILS T R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION 11111L A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEMS 'A SEE PLAN FOR---'°• c . • FOUNDATION INFO ' 4 STEM FOUNDATION GRADE REINF. SEE PLAN 4 =,11— ° a III —I ' i A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN 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" N; CENTERED @ PIPE PVC OR SCH40 SLEEVE PENETRATION a I a IL I I°. �-1—I I I- )E I I III L-- Z_ 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 rPLUMBING LINE 4 SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE -----4. —.— 4v. 4l nG _ A c _ _ ------�' . T :. SEE FND. PLN. SIZE & REINF. SEP 0 8 2022 VIRTUAL REle+d Virtual i Zev ie',j ASS,94 E Plans Review c0jnpl F$1.-e6 '7thd for Compliance with the Edition by Debra Anne Klahr PX2300 N O ri t- N f ` �<-W J LO o q s, LO r ,l5805 Q w _ 0 o v; W z Q ^` n' E W i > 0 M 0 w ' Q MN N � f , v 7 0 W C)C 4 2 g __ .4..o Tr •� O U- 8 9 Q U ci, < ° N U LL 0 " N E M L. o n W LU C� LU LlJ rn W O w~¢ Ir � It zof z LLV00 0 Q Q U ¢OX_�03.X Q� zLLL�0 I—¢Q 0 X�Oz0X00in0z Lu (f U Z �OrL zYaaz 0W� a <C)LU Q �—iWp2¢U OQ o o z4g Q � U_ i! 0 0 Z N Ow 4 > U) q O I. -:co Q U) CM LO 2 U) LL LC) l_ W (L M IYa-2T.- Z U Wz W JC:) CD (O N N O N I` N I O O Cfl 00 N O NO C) NO O NO 0 N 0 N 0 N N N N N o0 6 CO O A 1 N O M N 0 0 0 0 0 O 1/� L, N i 0 0 N 0 M 0 d 0 u7 0 CO 0 t- 1 CO �^ VJ Z Z WO W��> oCn UJ O V��a �O a ^ ii V/ OWI- W Z� F- W Q co 0 Z j J [V > 00 (�! �-�Z0 > IM �ZZU CV W N �a�z a LnZZ Z Z 0 U a OU o �-- m Q Z Z z LL1 _J UJ Lo" LAST PLOT DATE Apr. 26„ 22 Z O STRUCTURAL — J 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 SOFFIT W/A HABITABLE ROOM SEE HEET ABOVE) W/DRYWALL 8"x8"X16" KNOCK -OUT SCREWS @ 7" O.C. BLOCK W/ 1#5 CONT. CEILING & 8" O.C. WALLS FILLED SOLID W/GROUT INSULATION PER CHART ON FLOOR 8" C.M.U. TYPICAL PLAN 1x2 P.T. HORIZONTAL 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 (SEE FOUNDATION PLAN U.N.O. FOR LOCATIONS) 1x4 P.T. BASE NAILER U) 31/4" BASEBOARD MIN, 2500 PSI CONC. SLAB w a MIN PSI MAY VARY PER _LO MUNICIPALITY. N 4"x4" INSPECTION PORT AT EACH FILLED CELL TYPICAL CONCRETE SLAB W/ 6X6 W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE E ° 00 M� D —� 00 6 MIL VAPOR BARRIER D _ = z �- III — CV COMP. SOIL. I I • • '- (COMPACTED TO 95% II — NOTE: EXTEND DECO FINISH MODIFIED PROCTOR I111 I III I —I I I I I 4" to 6" BELOW GRADE ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. (1 STORY) STD. 90 HOOK U.N.O. 41- 11'4' V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" �,L3� OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS Z J.., — d SEE A/S3 OR J/S6 11 I I ICI i I I i 1- FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT,) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 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 I-1 I I —I 11=1 I i 'j==,!III, ,III, ,I 1,& 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'4" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE CV 6x6W1.4xW1.4 WWF OR FIBERMESH IN . . v . 11I_—I I 1=ll- a II 11I-111—III—! r TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" 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 GG S3 8"x8"xl6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK CV ELEV. 0'-0" OIL ° A.F.F. d. .. ° . . ..4 ° °... °.° ° d ' ELEV. -0'-31/2O " ° ° °. A' ° ° A.F.F. 0 2x4 CONT. °. ILL .°° ° dad _ •' � � c a 6 A. GARAGE DEPTH VARIES a GARAGE SLAB AT STEP rB SCALE: 3/4"=1'-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL N 5/8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY `2 2x P.T. PLATE 77 ASSUMED FINISHED GRADE 4 Z 00 11=_� ° III —III —I I —III—I 11=1 I I Z g. ,IIIIII,;,IIITIII,;,11111;— N FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4 GRADE 00 HI Ill Ir=_ _ _ -(1) #5 REBAR w/ OPT. ' I— 1111 =1 I I—IILq I— I pip, I-111— 11-SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT _ 13" O.H.D. RECESS M 1 M I -I I ;'. 4 1 °0 1TT�P . . I T � III •~ ITN. III SEE A/S3 OR J/S6 J -+ I II I I I ICI I I I I I• FOR REINF. INFO, 3" MIN. CLEARANCE 1'4' (1 STORY) 1'-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 5/8"OR 1/2" HIGH STRENGTH —/ (U.N.O.) (OR 5/" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ ' (12) 10d NAILS 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"'x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 211 �31/2" MIN. D b. TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. BOTTOM PLATE 6x6W1,4xW1.4 WWF OR FIBERMESH 1/2' min.)- 4" 00 0 4" I I=1 I1 L ° 31/2"(min,)- I- -I- -I I I il1_I I_I1=-1LI=lll=1_ll LI=_ILI I � �- -11 ,�!111+��111!��l!�! I !„III- (2) #5 CONT. 4" 1'-4" 8" U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL rc "SHEAR WALL" SCALE: 3/4"=V-0" S3 eos' 10s�GJ 5/8"OR 1/2" HIGH STRENGTH — (U.N.O.) (OR 5%" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2"'x3/16" PLATE WASHER (TYP.) - (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT INCLUDE THE WALL ATTACHMENTS TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. —2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10)10d NAILS /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 I WWF OR FIBERMESH 1(3 11/21 "(nnin.) - 4i" (2) #5 CONT.— U.N.O. MIN. TYPICAL BEARING WALL @ STEP SCALE: 3/4"=V-0" SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C s INSULATION PER FBC AND ENERGY �Go SN�o FORM SUBMITTED WITH PERMIT (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION / NOTE: SEE SECTION C/S3 FOR 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) 10d NAILS PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20"MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR FIBERMESH BAR BOLTo " M X FROATF:M WEEP SCREED INSTALLED ENDS ATE PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR � D Z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a •• . ' s D M _ — _ .D D FINISH GRADE 00 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksiI a 6 MIL VAPOR BARRIER —I T I I D ° I I—T—I 11=1 I— 00 W=1T_I=1_I v 1I- =#5 REINFORCING BAR R 1 7/8 I I D: I=ll1I I —IT( —I I-i, r r #5 LAP SPLICE 1TI— -ITS 1Tf COMP. SOIL. (COMPACTED TO I I ° — I —I T=� 36"MIN. LAP [36"MIN. LAP] 95% MODIFIED PROCTOR ASTM ! _= I �T= III— I I IJ ; .I I 10" D1557) 4" V-4 #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL EXTERIOR FRAME WALL FOOTING REBAR DETAILS rF SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. P.T. 2x $a Q d d° d d CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) 00 � E_ M 6 MIL VAPOR BARRIER SCALE: 3/4"=1'-01,SCALE: S 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 INFC SEE PLAN FOR . % & LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB —CONT. BEAD SEALM INTERIOR 4" CONCRETE 'm 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING Z ATTACHED PER NAILING w SCHEDULE M j Q w SEE PLAN FOR STRUCTURAL �_ W COLUMN SIZE AND BASE p w CONNECTION INFO. rn 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL ° O.C. GARAGE ATTACHMENTS & 181D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS E M FILLED SOLID (SEE PLAN FOR 6 x 6 W1 A x W1.4 N SIZE AND REINFORCEMENT) WWF OR FIBERMESH �, 0'-0" FIN. FLR.� BRICK PAVERS or SLAB PER COMMUNITY SPECS ° ° +—!T _ _ — _ _ = z ! 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" K S3 �000.�� ho •�•o (2) #5 CONT. =1 1=I I E ON 3' CHAIRS 8" 1'-4" (TYP.) CC S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 WWF OR FIBERMESH M E I I I I II 1 1I I I ICI I ICI I I� 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR VAKItS 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH e. d I M _ sb' III_' M a It• —�7 ! SEE A/S3/J/S6 - "11_+I I "'„LI 8 FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS Ca S.G.D. l M 1 SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. r ' M 00 GRAD — d ° LU z = F- W p _ ��I 7� TT7 ° ° d. d. TIT 1Tf=1 I �_� W TTT ' U —I —I O WLu W 0 in 1 I I I a• 11=r z — I=11 I — — FOOTING J I r BEYOND v ,Tt ITI111 PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 SEP 0 8 2022 VIRTUAL PEv!SSI"' Virtual f�evie,.'J ^c Si Plans Review completed and s, ; aed for compliance with the 2.020 F3� Edition by Debra Anne Klahr PX23070' ' N N O N k LO 00 r t- Q • W . 0 '4 i - LU 0 z Q SIN` N LID In E nl 5 N V ° 0 C A� L t o W o 29 LL 9 U a� a O� •0 W Ca 7W� L Q C M m V � a a LU w (D W OW to WQ� wHQ w2� w zzw z x�- J,)O�a�LLU00�0 Q Q U jCyX zw 021200�aQ 0 �9oZoRoomZZ �� oa�zYOZzU-pW� aow0��.� 2uz•+o�QOa a ILLZ O� 0 0 OQz� U-< o �aU- O Z CV O� U) J ti O 0 F- M Q M � � ti H M r Q U Qoo Z Z W W � J O co N O N ti N I O 0 00 CO M N 0 0 0 0 qqrmm 0 N 0 N 0 N 0 N 0 N N N O N o0 0- 6 O O A e� r N O M N 0 0 0 0 0 0 0 cn 0 c 2 '/� �1 ♦ i 0 o N 0 M 0 0 tl) O CO O I� 00 c J Z Z O_ 4.0 W 0 LU (n v > O V��a � 0 a. LU Q Z z IM �— a =m=Z �Z?w N zcr w N Oro g z �— Q U�Zcn .. z Z Sao 0 a OU o F-- m Q z z z J Uj ' ^ N " w / O r LAST PLOT DATE Apr. 26, 22 Z O STRUCTURAL — J DETAILS -MONO (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 2x6 / 2x8 WALL BEYOND SEE PLAN FOR HEADER (2) 2x HEADER TO SIT CONNECTION 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 DETAIL 1 SCALE: N.T.S. S4 12 \(TTYP) SEE ELEV. I � SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD CRICKET AS REQUIRED— SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW V 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 ::zr 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3) 10d TOENAILS T&B AS REQ'D -2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 10d NAIL BLOCKING (TYP.) -ROOFTRUSS PLIFT CONNECTOR (SEE SCHEDULE) OISTURE BARRIER SCALE: N.T.S. ZSEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE 1/2" MINIMUM CEMENT FINISF 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 21/4" 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 q SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW B S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 •• _ . - •- • ■�III III�� ■��II lii■■ EMIR lilN111111 MIIII II�I�'', �IIII IIII�' NOTES: 1� FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. (�3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. O 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. I�\1101 �_\\\\\\\\\\�\�_ FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK SCALE: N.T.S. d 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. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" INTERIOR WALL CL EXTERIOR WALL 1ST COURSE 2ND COURSE 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 D SCALE: N.T.S. S4 sF p/N�oly �N 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK -DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET rOP a IARAGE 1OOR vvvn i nnvr� 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 JACKS STUDS JACKS STUDS SIZE EA END I EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1) LSTA30 4'- 9' 1 (2) (3) (2) 1(2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER (2) 2x HEADER SEE PLAN 1 INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op 4R U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. SL� SEE TYPICAL WAL L SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIE SIMPSON SP2 w/ (12)10d \ �I NAILS AT EACH STUD \� 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD LMAIN 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 —A W/ STD. 90° HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 • SPLICE NAILS TOTAL) EA. SIDE OF . 48„ SPLICE STAGGERED . ' 10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ 4816d TOENAILS TO P 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. S4 F= 2240 LBS �7 SIMPSON C SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL d � j SIMPSON SIMPSON SP4 SP2 ..r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON `SIMPSON SP4 / SP4 NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 SEP 0 8 ZOZZ vIRTUAL Rfblr SSI"' Virtual i�evie,:v Plans Review c�,mt'iE ec' a� .d C,, ' , ^d for compliance with lAntKlahr PX2300 Edition by Debra Anne rBLOCKING RUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END w T y, 2x TOP PLATE 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" `' O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL j SCALE: N.T.S. 14 SIMPSON SP4 �2X TOP PLATE OVERLAPPING -10d NAILS @ 6" STAGGERED io I J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) > (4565# SPF) > (5645# SPF) > (6970# SPF) IS (9335# SPF) N. 8" PDXIED A.T.R. t & NUT 'OXIED A.T.R. I & NUT OXIED A.T.R. t & NUT d \I I 2X8 P.T. BOTTOM P TE 5/8"xl 0" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 a 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) 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. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED MTRANSOM FRAMING A 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 js • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/(10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY SCALE: N.T.S. N O N CO O 00 0 to v .6 i u:�.• 'ru F J z w ' 2 w 0 a �1 [8'E . W = � fh 0 N � t1 ,' V -0 70- 2 M C:5 O u U- o< .� o S a) a s Uo� •N w s?< C ^, N C W 0O E of >` a a Lu W wl-a ��-' � Yz� Z 0 ��X�� 0 C-) 0DOOQQ��LLpQ0m�Z a.> jQ� a ¢a U1��OYz OwZ wg0� �w 0Uwwv5xx<Q �Q¢ yzOQ Q a LL sA O Z CV OW i (n O rn M r � J � � U) � ti HIl'�M 00 Z V W W J� co N N O 04 ti CV 0 O ao LO O 00 N O O O O O N O CN O CV O 04 O 04 CV 1 04 CA 04 CIO O U7 C70 O A NC? O N 0 0 rn 0 o C5 1 0 o 0 r� c LoO > O N O M O -.tIn O O Cp O 1.- � I I 1 00 Z Z O O _ WLU ww�n > � O a �Ww-5 LO -0 (n Z IX 0 �-m0Z Ix Q N 2Z tz j J > M w W/} i-2ZX Of M Z Z LL CV W N �a�w Q CA Z Z Z �QO W , • Z U U J o 12- _o W � Q Z z w J WU) N N O r- LAST PLOT DATE >• 11O Apr. 26, 22 STRUCTURAL — J DETAILS SIMPSON HGAMV W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (� 1 /4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9„ SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL-7 (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 1 O/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 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8'-O" 0/C. EXTEND AT LEAST 90% OF , EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 1 Od & FROMLSIMPSON FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" • AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 10dX3" @ 3" 0/C CORD ATTACHED W/ (2) 16d TOENAILS �17 w/ Od NAILS @ 6 O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD GE1 EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS ) MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S6 `— DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (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 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING FASTEN WITH 10dx3" 4" O/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL @ INSTALLED PER MANUF. 1/2" x 8" "J" BOLT @ 48" O.C. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM @ 48" O.C. BLOCKING, FASTEN WITH SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS MOISTURE BARRIER 10d 3" 4" O/C 1/2"x 8" "J" BOLT @ 32 O.C. MINIMUM 6" FROM 0 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 1Odx1 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" 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. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR � r X-BRACING, AND TOP r SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `° `0 SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 1/ (2) 16d NAILS -WOOD TRUSSES CO Ip _ oo 2"x4" CROSS BRACE APPROX. 8" FROM -2x4 RAT RUN BRACING 1 1 2 1 1 2 RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) Zvi 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 FOR THE FI 48" FOR (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) OF (4) O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS -ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) x @ 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, IF >9" SEE 1O/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 OF THE LAST LAMINATI N 2x4 "T" ON TOP OF PANEL I 4. EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NUS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF BLOCKING, FASTEN WITH L 2x4 BLOCKING W! 1Odx3 @ 4 O/C (2)12d TOENAILS NON - LOAD BEARING LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING) ) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION 94. SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. ca IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) (2) 16d PER JOINT ...........,.,.,., .,.....,....,.,. ,., .,.., 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 GABLE END BRACING DETAIL TOENAIL (2) 16d NA 12" SEE RSH SCHEDULE FOR ATTACHMENT 2X4 #2 SYP BLK'G @ 16" O.C. (2) 10d x 0.131" TOENAILS EA. SIDE CONT. 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. OVERLAP TRUSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP WOOD TRUSSES `MINIMUM (2) 16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. S5 "L" BRACE W/ 1 Od @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 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 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. 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"xl 112" SDS SCREWS TO J TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. DBL. TOP PLATE SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION 4 SCALE: N.T.S. SCJ 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM 1 OKTA w/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) 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 LOCATIO (UNEVEN CLG.) E SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" 3'-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT w/ (4)1/4"xi 1/2" SDS SCREWS TO TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES (TYP.) `STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d 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/ 1Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE r7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 n r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. INS 1111111 �a 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 ZBOTTOM CHORD GABLE END BRACINC 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)1Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SEP 4 8 loll VIRTUAL PFvle+�' •"$ 1-7 t Virtual i?_-viF'., n.s �IIc. Plans Re%;,iew coirnple e a,d F13v 7thd for compliance with tF e Edition by Debra Anne Klahr PX2300 SCALE: N.T.S. O a o N LO MI ' z F , ,, Cw O W 0 z Q ^1 E 0 M 0 W VJ Q M N 4i con V 00, �O w :2 2 r a C: 0 E o v� �S Q .N! p wQ- � c a) EM I` o w W w ow WOE _j-a1Y° WI- of 'zm z m0mW<03m<U00'_j0 0zm�cz zaWmOOm�cOno OOz L3 YOz�ZamW0oac UD aZ0 CL n OZ~w0<�Zgwp2U 0LU 0OQzgQ ¢W O CN Z W O� U coO Q%M FfLO 2 F-0�0-M a r �Uaco Z F" W W J0 (0 N 04 CD CV ti N t r 0 N O ` 00 ; CO co N O O 0 CD CV 0 CV 0 N 0 CV 0 CV 0 CV CV O CV CO O U7 00 O M H CN O CO CV d 0 � 0 O 0 O O r " 0 (O CD C LO �i J c i 0 0 0 0 'd' 0 0 0 CV I (M 1 1 Lo I CO I I�- c CO z Z 2 O }I OWfn O Vora 0a=� Lm� ZLUI_ Q =CO0Z Z J N 3: 00 2 Z W cn LL 04 w N Og2z Q ULnzz .. z �Qo Z U U J 00 W Q Z Z z J W ' N v^ / O LAST PLOT DATE >r III Apr. 26, 22 O STRUCTURAL J 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. 12 PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @EACH TRUSS :Z7 O.C. MAX. SHINGLE ROOF SHINGLE ROOF INSL 15/32" CDX PLYWOOD OR 7/16" BAF E BAFFLE O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR PLAN ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL SEE SOFFIT SHEET NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE 1x2 NAILER W PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL _ NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT cn FOR MORE INFO W 16" O.C. 2X S.P.F. STUDS o = W/ (4) 16d TOENAILS TO TOP PLATE 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2) 1 Od @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d � w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD U_ INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSI3 f CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED Wl8d 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 METAL SEAT ER PLAN p OR BELT PAPER FOR MOISTURE °.d 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' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" 0.1 BASEBOARD MIN. 2500 PSI CONC. SLAI MIN. PSI MAY VARY PER MUNICIPALITY c c. d d M I -III = I -I 1 I -I I 11=1 I I -III I 11= 6x6 W1.4xW1.4 I II i I 11=I 1 I=I 1 I- =k WWF OR FIBERMESH -III— STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BILK. W/1#5 ROD CONT. FILLED SOLID W/GROUT ,,,,,—ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) CM U_ v 4"x4" INSPECTION PORT AT w � EACH FILL CELL TYPICAL 0- AT GARAGE CONTRACTOR LO TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 4"to 6" BELOW GRADE FINISH GRADE 00d A4 0? IIIII-1-III-III _ T CD z_ ° III -I I -I IF °. 1 I I (3) # 5 REBAR ON 3" CHAIR I I I ( ,I I III =— STD. 90`HOOK (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2-STORY WALL SECTION j SCALE: 3/4 1 0 S6 SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO STUDr 2nd FLOOR W, BEAM/GIRDER 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO STUD & (8) 1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8) 1Od x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION SCALE: N.T.S. @ WOOD 1ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SPACER BLOCKS FEND SHEATHING TO )F BEAM OR GIRDER ATE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS N SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING WEEP SCREED PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 10dx1 1/2" O/C FOR THE 1 ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)1Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATE (2) 10d @ 6" O.0 PRE-ENGINEE FLOOR TRUSS ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS W/ MIN. 4" EMBEDMENT IN KO BLOCK FLOOR CONNECTION g @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" S6 FOR ADDITIONAL INFORMATION. TRU RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=1'-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT. <— 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd 5/8"DIA. x 10" "J" BOLT W/ 8" PTS FOR WALL HGT. > V-6" EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 1 Od 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH .. d Q ' !' ° d el" d4s . . °d' I= _- ' �. III -III I I I=1T_I=1 I I -I I I� I I I I=I i' '-I I hI I II II I II II I hI I II II I II;,I I I- I' (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" ADDITIONAL SLAB INFORMATION. w y 0 111—Nowrim—m 15/32" OSB EXPOSUREI SHEATHING x PROVIDE x BLOCKING AS REQUIRED PER D 0 SECTION X-X IF w NOT FULL HEIGHT SHEET - "A z G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I 15/32" OSB EXPOSURE F F SHEATHING w x SOLID 2xco C BLOCKING @ ALL C SHEATHING y EDGES (SEE OPENING SECTION X-X a-11 C x 0: w x E ww 2x STUDS BEYOND. w SEE PLAN 0 'I-2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" „S" = NAIL SPACING S 3/4'. 1/2" S 1l2" 7i S 1/2„ SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7116" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X r�'19 SFFA �O�L �N 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) AFNiR�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 Ya" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END wo JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT 1 PENETRATE SURFACE MORE THAN Y". N z (Z) 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 z a= © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMC 0 < @ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. vM (D STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J w/ 8d COMMON NAIL o w w 5 1.- 0 O PLYWOOD SPLICES @ HEADER- NAIL SHEATHING TO HEADER 1 } ¢ � 0 a w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. a ¢P00cn v~i to 00 LL ¢ @(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N w 0 O MEMBER IF GABLE END U) a NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE SEE PLAN FOR REQUIRED -- CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH ,C • . d. ': •Q a .. e ° E a. M 'a ' .a• 4 ° • I I -1 I 1-� (3) # 5 REBAR ON 3" CHAIR 4" 1'4' W/3" MIN. CLEARANCE ALTERNATE FOOTING m HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'4 (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 V-16' 1 (3) (3) 1 (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE — 00 @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. V S6 9IF I SEP Q g 2022 \vRl\ S i-.t VIRTUAL Pi-vlr. : Virtual w ccirl- Plans Rev'Fcompliance with tt►e 2.OZD PX2330 Edition by for pebra Anne Klah - Fr N cq N to 00 F 11i ` t R x h W w CL' z W i > 0" U "M-. 5 Vi V co M A, 0 2 vI O LL. S 0 t U�� •N Lu Qv o E i .2 C) a LU � (rj LU °L vi Wpf- W~Q ofg'-J' cf�Ydzw z Q�- JO Q Q V J�O�o:U)U_000 �Cix zXWOzmOO°�_ dvn°m�0 OxOOmz W65w O O U)OZ ��d>V5W W 0 J QO< LUO °¢ Fzwzi32 OW o � o¢zg¢ <, LL¢ O O Z N OW 0 CIOO Q Co., M LO 2wLL_ Lq F-�<M co Z C)~ Wz� W C)J mj N N O N ti N 0 O 00 (O — N O CD O r O O CV O CV O CV O N O N N N N CA CV 00 9OO Lo 0 00 M 0 , N — O C1 CO 0 0 0 0 CD 0 C U. Y , N O O N O co CD "t Ui O (O O f.- v, Z z z O C)WU O W U) — O a a OWF_Q i1 VJ Z� H Q N fI.—nm0Z V z > J M M � Zof N Lu N 0a�w V�Zf� r Q .. z z �a0 U OU O m Z ¢ z z W J UjcN U-) o >r 0 0 LAST PLOT DATE Apr. 26, 22 z O STRUCTURAL — J DETAILS —MONO _ L 1, n .e, DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL TO PRODUCT P.T. TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1x4 P.T. Q1 X 3 LONG FURRING 3-1/4" LONG X 3/16"0 FURRING TAP TAPCONS TAPCON. INTO STAGGERED @ 16" 1x8 P.T. BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO PER MANUFACTURE MASONRY THROUGH -1 /211 DETAIL 1x4 P.T. & 1x8 P.T. 3A 6" x 3 -1/2" TAPCON @ 16" 1x4 P.T. O.C. & 4" FROM DOOR JAMB (REFER DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT APPROVAL FOR CONN.APPROVAL FOR CONN.(2) 02"EDGEDIST. ROWS 3/16" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH END w/ 2x8 p.T. ..Q'D MIN. 2" EDGE DIST. 2x DETAIL 2 1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS/ SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 3114" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL (4)10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL rT�_ SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX 11 2,-0„ SOLID BLKG. AT TOP BTWN. ARCH BI_KG. & BUCK SECTION A -A 8" 1/4" x 3 1/4" TAPCONS DOOR JAMB (REFER*4"2X8i Z UlST VVMLL TO PRODUCT APPROVAL FOR CON 1X4 (2) ROWS 3/16" x 3-1/2FURRING TAPCON @ 16" O.C. &FROM EACH END w/ M.8 2" EDGE DIST. ATTACH 1x8 w/ (2) ROWS 8d NALS 3" DETAIL STAGGERED @ 12" O.C. DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN. 1x4 1/2" DRYWALL 2x8 P.T. w/ (2) ROWS 3/16" x 3-1/2" TAPCON @ 16" 1x4 O.C. & 4" FROM EACH FURRING END w/ MIN. 2" EDGE DIST. ATTACH SECOND PLY w/ (2) ROWS 10dx3" 2x8 STAGGERED @ 12" O.C. q-1 IA" nPTA I I —LEAVE A CUTOUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 2 x 8 45 DrAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 3 1/4" TAPCON (1 1/4" 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 7116" 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. RAD. PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 REB, (TYP,) STD. 90' HOOK (1 +5A NOTCH WEB AT FIRST 2 COURSI I—— ;APACI I Y = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS SCREWS & (5) 1/4" x 21/4" 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'/2' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5) 12d NAILS SIMPSON 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 If EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE. „ MIN P 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 2X4 SYP #2 CONT (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4'/z" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY 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" I F.F. ° 1=1T_IW 11=1 11=-1 I 1=1 I g —III—TI,�I I I. E;I I F —I�II�ITI I=1 I I ' GRADE CV ° q M z T � P (2) #5 REBAR. MIN. 3" 16" MIN. 01 COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN A YP.) THE :S I IKIA/+/%Cr)TADI C IKIQTAI I TI^KI FILLED CELL INSTALLATION I H SCALE: N.T.S. Ss SEE ARCH PLAN AND PRE .FNG TRUSS DESKGN SEE NOTE `l BELOW ^.r - 2x SUB FASCIA f ALUM DRIP EDGE BRG WALL TYPIE � � - ALUM FASCIA PER PLAN! I r 1-W' TRIM PAINTED I SS NAIL wi 506" HEAD F CHANNEL —I--- r- — ILIA q) 24" O.C_ FASTENED PER I NOTF 2 BFLO ^J I°i 1- CONT VENTED OR SOLID SOFFIT CONT 2x4 NAILED TO L 2x BLOCKING NAILED TO TOP SILDGKING vol 2-12d NAIL" ['%) CHORD EVERY OTHER TRUSS W 3 12d NAILS, TYP. ("") 1. G.C./ BUILIDER TO VERIFYtPROVIDE SOFFIT MATERIAL SPAT` CAPACITIES BASED ON THE DESK..3N PRESSURES SPECIFIED FOR COMPONENTS AND CA -ADDING LISTED IN THE DESIGN CRITERIA ON SHEET SIN. FOR SOFFIT ATTACHNIENT AT WALL (PFR ALPHA ALLMA INC FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED 10: - CMU wl T WL R97" DIA. ,°i_ 24" I .C. / 3,18" PAIN. EMBEDMENT - WOOD mx,l R3) 16 GA„ 3,+4"xIA' CROWN STAPLES din 24" MAX. O,C. IN DIAMOND PATTERN SUB FASCIA wi 16 13,A_ 314"x1J'4 4sROVV`N STAPLE Cq� EACH GROOVE STRUCTURAL SOFFIT SFv{ 1 SCALE: 3)'4"=1'-0" f ") FOR ALU NUM SOFFITS WITH SPANS REV. 09,2.3.2021 ;4 1'4"_ INSTALL MID SPAN BLOCKING PER THE SOFFIT FL 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'-`?" TO 4'-0" O.H. x0 (2) 10d NAILS @ 8" O.C. �FRygN TO TRUSS TOP CHORD �F + + NOry PLYWOOD SHEATHING .+F + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + SOFFIT 2X4 SYP L . . EACH TRUSS CONNECTOR SEE LINTEL SCHED. / CENTER SOFFIT PRECAST LINTEL �// SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED (MAX. 4'4") @24" O.C. FASTENED TO CMU W/ 3" LONG T-NAILS @ 24" O.C. SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT F 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SrALF- 3/4 OCC OUCCT Ill AKIM z 0 LL 0 W LL U T 2"x BOT. PLATE W/ (2)10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED>01 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 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4)1/4x1 1/2" SIDS SCREWS INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. IRSES UT FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REQ'D. 1'-011 5'-01' NISH FL L+ ? d> o .. #5 BAR p 1'0" : p , ° CENTERED W/ ' q 9 H' 30 IN TOP o _ , KNOCKOUT/ �I —� _ _ ; ° CHAIR BLOCK MONO FOOTING D SIZE AND REINF. PER PLAN 71 ( AND SECTION DETAILS —1 CLEAN FILL DIRT z STANDARD c 90' HOOK N #5 BAR IN ° FILLED CELL a �. v♦ o �. STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN, HOLE SET BAR IN EPDXY I EXISTING FOOTING RETROFIT FILLED CELL DETAIL (2) #5x6' IN CONC. FILLED CELL El 4" SAW CUT SECTION SCALE: N.T.S. SEP08222 VIRTUAL RCVIL,'J ..-S'0T Virtual Plans Review ccinplEted and a+ Y for compliance with the 2020 F3 7t Edition by Debra Anne Klahr PX2300 SCALE: N.T.S. 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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 � 6'0 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) D FTS P 2x4 PT NOTCHED INTO STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS x4 GLUED AND NAILED TO STRINGER E FOR DRYWALL SPACING H SECTION VIEW SCALE: " = 1'-0" SYP CUT TO FIT 4RS IN WALL 2x12 SYP BEARS IN WALL 2x6 SYP 2x4 PT NOTCHED INTO STRINGER - AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS VIEW "A" SCALE: 1" = 1'-0" E I PT NOTCHED INTO STRINGER D NAILED TO FLOOR WITH GLU STRINGER CONTACT POINTS VVMLL SECTION VIEW "D" SCALE: 1" = 1'-0" FILLER STRIPS ADDED" PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" RINGER 2x4 GLUED AND NAILED SECTION D-D -3/4 PLYWOOD ON DECK —2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND NAILEC 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 SLUED AND NAILED TO STRINGER DRYWALL SPACING 22 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" = 1'-0" THIS STUD WITH FACE OF 2nd RISER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "E" SCALE: 1" = 1'-0" E SECTION VIEW SCALE:' = 1'-0" 3/4 PLYW ON DECk --2x8 SYF AND NF FRAMI� 2x4 DRAF- STOP 2x4 BLOCK C -3/4" RISER CUT TO FIT MAINTAIN BETWEEN" AND J" 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/ J" X 2 a" TAPCONS @ MAX. 32" O.C. GA TOP OF STRINGER - 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP AN [ -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCKING FOR 2x12 2x4 PT UNDER 2x12 G SIMPSON A35 OR LSC EACH STRINGER OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER rSIDE) TO BOTTOM EDGE OF 2x12 1 STRINGER / PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC, W/a' X 2 J" TAPCONS @ MAX, 32" O.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW SCALE: 1" = 1'-0" FLOOR TRUSS OR CONN. TO BOTT GIRDER, FIELD VERIFY OF NEWEL POS- (2) LAYER" EDGE GOLD OSB OR PLYWOOD OR 1 j"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = 1'-0" PER CONTRACT PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST BLOCKING SCALE: 1" = 1'-0" 0 1 fAi r% UUIVJ I KUU I IUN UC I HI LJ (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED SEP p a 2022 s> VIRTUAL Virtual Plans Rev �e��W thitt�e �OZG F'3v � Ei-s for compliance ' ion by Debra An Klahr PX23`� Edit JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, JD NAILED TO WALL BELOW JOINT -TO )ISTS) PSO N 10d x u 1 POST LET INTO LOCK IDE KING 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) FLOOR TRUSSES ECTION VIEW "H" SCALE: 1" = 1'-0" N N s, a N t?. 7, a1% LO C ;i t -.', �. 00 A lY. era_? 2 R + a r _ O Lu 0 Z Q A' E > 0 M O W ' Q MN 7 vi N V 0- 0 [ Z) 0 2 O M: o m Q LnUwQ�� 00 E @ �v a W W LLJ oOHZ LU Lu 2W Z wJ�OU)LLUO0 W: (' Q �0 oJZuwLL0z20C, OO 1()wW� a¢ 0 Z ~CoZ�UU) wOLU<FwQO�pQ �<0z� Z¢O U- a� O zW O� >�o z awd J u� U) 't LL U r*__ lO I— � a cM �a2T ZV~ Z� w wQ J O mi N N O CV ti CV O O (O CO — 0 N 0 N 0 N N N O N O N O N O CV O CV O CV O N CA CV ob OO 6 o0 O M " N O M N mot' 0 *- 0 C3) CD 6 0 r- 1 O (O O C ' O U) Lo� > O O O O 4 O O CD N m In (O I-.� 00 ♦^ Cn Z Z O-'-' wor_ WWO O V 0 EE 0 F- O - a W F- Q Z =m0Z Z ~ J N v 00 5.2Z= fn w N O� z �—� Q Ua.Zz . Z O V QZ a OV Q W Q z Z Z W J LIJST " � o r LAST PLOT DATE Apr. 26, 22 z O J STAIR DETAILS _ 1. L JI , _ ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI NET AREA COMPRESSIVE STRENGTH = 1900 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • REBAR PER ASTM A615 GRADE 60 • GROUT PER ASTM C476 F'G = 3000 PSI W/ MAXIMUM • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. • 7/32 INCH WIRE PER AS TM AS 10 • MORTAR PER ASTM C270 TYPE M OR S GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY. 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. 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. SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 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 < 1.0 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. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM NEXT LONGEST LENGTH. 10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN. 12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: 7-6" LINTEL TYPE 8F32-1B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads CAiRffr SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F12-0B 8F16-0B 8F20-0B 8F24 OB 8F28 OB 8F32 OB SF12-1B 8F16.18 8F20-1B BF24-IB 8F28.1B 8F32-18 2'-10" (34") PRECAST 2231 4605 6113 7547 8974 10394 118 99 306194605 6113 7547 8974 10394 11809 3'-6" (42") PRECAST 2231 3719 5163 6607 8054 9502 10951 4605 6113 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 1 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 7547 36 7342 19 8733 19 10121 19 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 45 6036 19 7181 19 8328 20 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 37 8825 14 7-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 8467 44 6472 15 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705 37 6390 47 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 38 4754 45 11'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 1 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 1 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR458 783 1370 1902 2245 1 2517 2712 15'-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 412 710 1250 1 1733 2058 2320 2513 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 300 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N R. NR NR NR NR NR NR NR 235 420 750 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 1 250 1 450 654 1 884 1 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 4"T-44O"r" SAFE LOAD - POUNDS PER LINEAR FOOT YpE LENGTH 8RU6 8RF6.OB 8RF10-0B 8RF14-08 8RF18.OB RF22-08 RF26-0B RF30-08 8RF6.1B 8RF10.1B BRF14-IB 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 5424 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 T-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 10 8060 39 7402 19 B706 19 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1825 3120 5048 7915 9479 10893 32 7'-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 8998 19 10893 48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 1 999 1 1568 2253 3129 4150 589141 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4^wp-4Rrn SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REINF. CMU* 2'-10" (34") PRECAST 1293 1642 2135 T-6" (42") PRECAST 1025 1024 1830 4'4' (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 54' (64") PRECAST 411 411 734 5-10" (70") PRECAST 340 339 607 6'-6" (78") PRECAST 507 721 483 7-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 1V-4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 15'-4" (184") PRESTRESSED N.R. 259 82 17'-4" (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS Ce��Rrn ''""/►� SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 T-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 7-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4A=14494" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F81T 8F12 iT BF161T 8F201T 8F241T 8F281T 8F321T 8F8-2T 8F12-2T 8F16.2T 8F20.2T 8F24-2T 8F28-2T 8F32-2T T-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 3'-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 1 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 T-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 12694 3295 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 7-6" (90") PRECAST 727 23 1021 1634 12 2102 1 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 13508 9'-4" (112") PRECAST 591 680 113 15 141115 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 914 15 118515 1458 15 1732 15 2001 15 530 686 1183 1526 1865 2204 2544 11'4" (136") PRECAST 474 485 798 15 1034 15 1272 15 1510 15 1749 15 494 599 1028 1422 1738 2053 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 418 15 373 606 14 783 14 962 14 1141 14 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1218 14 410 1 420 709 1 1050 1434 8 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 112914 246 390 655 968 1324 8 1625 1 1874 1 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 230 364 609 897 1224 8 1562 14 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 500 1 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 347 (1t 446 1 546 12 646 12 746 12 166 261 424 616 831 8 1051 14 1225 14 21'4" (256") PRESTRESSED 142 198 306 1 393 1 480 1 567 1 654 1 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 378 1 461 10 545 1 629 1 137 221 354 508 681 7 86113 997 13 24'4" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 200 316 450 1 600 1 75612 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4cm"144"rm SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH BRF61T 8RF101T 8RF141T 8RF181T 8RF221T BRF261T 8RF301T 8RF6.2T 8RF10.2T 8RF14.2T 8RF18.2T 8RF22.2T SRF26.2T 8RF30.2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 2525 3374 4224 5074 5924 5-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 5'-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 7-6" (90") PRECAST 506 797 1462 8 1952 (7)1 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 1640 15 1980 15 2322 16 395 589 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR * SEE NOTE 18 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 CG C O UNIT '2382 - 1ST FLOOR PLAN 1 /411 = 1'-011 O SEP 0 8 2022 \R,I\ VIRTUAL PF V c+; 'S.,' Virtual r;ev eE Mans Re ,7e\i4 ccmplelke� a- 'A -C, for compliance with the 2020 F3v 7 h Edition by Debra Anne Klahr PDX, 2300 i 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 FT 8RF14n1B/0T �1 e 4 > G O ° ea o 8" PRECAST LINTEL W/ (1 #5 HOR CONT BAR & (2) COURSE OF 8" c K.O. BLOCKS W/ (1) #5 CONT HOR 0 o BAR IN EACH - ALL GROUT FILLED *O ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° Q 1-1/2" CLEAR C.M.U. > D �= o i;zw� a #SREBAR AT o2Q F- In n a ° BOTTOM MIN. (1) o�c a c. X •• REQ'D o � � 16 GAUGE POWERS i- i a " ° STEEL BOXED `� n E 2 LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP N. (1) REQ'D CLEAR J *1-1/2" C.M.U. C7 = z GROUT `1-1 Ln #5 REBAR AT BOTTOM OF LINTEL CAVITY O C BOTTOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/iT NOMINAL WIDTH J : QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP N N N 7 d V X 49 ;...s LO e' y s rs 4) o0D Ln s ki /may 44 § Z LU LU 0 z U1 W L O E �? o W L .` MN di to V -0 -000 ° M ti = w L 2 2 g MIME _ _o oU-8 mQ ^\ a:N C 0 Eri L 0 .5 Uj W~ W J W W O Z CC � (� UJ Q Q it =) a WLLOZ2�¢ " U 0 U- 0 �oU ¢Q 0 0Cnox SZ2ZOa°°mZ YO-waa ZZLU U Cr Z zo0 Z . a. LLLQ0� < ~2 LLQ_O ❑�LL 0 zw O F.. O (0O Ei Q � M LO It LL U ti Z U Wz W J� O N N O N ti N O O 00 LOO CO 0 0 0 V� O CV O N O N O N O N O N O N N O S 00 O M r N O M N �' CD - 0 CA 0 0 0 0 CO 0 C .L j 00 0 00 0 0 N co V U) O � ' ♦♦/^r w Z Z W O O _ WW W r > O Uo a 0LU ii V J Z ¢ W F-Uj H � O Z m N /F1_1 v Z J 00 �Zof22N w Oaw �- Q V zz z 0 • Z U a OU o W � z z J N N W ,r-- LAST PLOT DATE Q Apr. 26, 22 z O STRUCTURAL sJ DETAILS A 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)05U (1)#5L (2)#5U DETAIL'A' DETAIL'B' DETAIL'C' (1)#5L(1)#5U DETAIL'D' DETAIL'B' &'C' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No. 3 6740 9462 9462 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2) No. 3 5318 5318 5114 5114 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 3722 3722 3598 3598 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 =1453 2859 2859 2772 2772 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 2654 2654 2574 2574 5'-4" 4'-0" PRECAST (2) D4.5 WIRE (2 No. 3 2013 2013 2000 2000 5'-19' 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 1636 1636 1712 1712 6'-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 796 1454 1454 1435 1435 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 639 1167 1167 1152 1152 7'-8" 6-4" PRECAST (2) D4.5 WIRE 2 No. 4 619 1130 1130 1115 1115 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 581 1062 1062 1048 1048 8,4' 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 548 1001 1001 979 988 V-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 467 1 853 853 759 843 10'-6' 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 398 727 727 582 718 11'4" 1 10'-0" PRECAST (2) No. 3 2 No. 5 355 649 649 489 649 12'-0" 10'-8" PRECAST (2) No. 3 2) No. 5 329 602 602 430 602 12'-6" 11'-2" PRECAST (2) No. 3 2 No. 5 312 570 570 391 570 13'4" 17-0" PRECAST (2) No. 3 2 No. 5 287 525 525 337 525 14'-0" 12'-8" PRECAST (2) No. 3 2 No.5 270 449 449 286 451 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 522 522 360 499 (2) No. 4 154" 14'-0" PRESTRESSED I2 1 No. 3 (2) 7/16 strand + N.R. 473 473 328 455 (2) No. 4 174' 16-0" PRESTRESSED (2) No.3 (2) 7/16strand + N.R. 357 357 254 352 (2) No. 4 19'4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 277 277 202 281 (2) No. 5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16No. trand + 256 256 188 262 R N.R. 2V-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 219 219 165 229 (2) No. 5 N.R. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 203 203 155 215 No. N.R. (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 N.R. 164 164 124 179 N.R.- NOT RECOMMENDED DETAIL "A" DETAIL "B" I L DETAIL "C" DETAIL I'D" TYPE DESIGNATION P - PLAIN LINTEL/ r QUANTITY OF #5 BAR AT 5-SOLID LINTEL -] I LOWER UNTELCAVITY [I8x116-P-1 L/11U] NOMINAL WIDTH] J `QUANTITY OF#5BAR AT NOMINAL HEIGHT U PPER 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)#5U (1)#5L (2)#5U (1)#5L (1)#5U DETAIL'H' DETAIL']' DETAIL'H' &'J' DETAIL'K' 7-10" V-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 7-2" PRECAST (2) D4.5 WIRE 2 No.3 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" 34" PRECAST (2) D4.5 WIRE 2 No.3 6614 10000 9053 10000 Y-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 4843 6687 6635 7320 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 3940 5211 5402 5641 6'-6" 5-2" PRECAST (2) D4.5 WIRE 2 No.4 4350 4350 4225 4314 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No.4 3206 3206 3063 3183 7'-8" 64" PRECAST (2) D4.5 WIRE 2 No.4 3071 3071 2916 3049 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No. 4 2831 2831 2651 2811 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No. 4 2625 2625 2421 2607 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2153 2153 1881 2139 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1777 1777 1448 1766 11'4" 10'-0" PRECAST (2) No. 3 2 No. 5 1568 1568 1222 1568 12'4" 10'-8" PRECAST (2) No. 3 2 No. 5 1439 1439 1075 1439 12'-6" 11'-2" PRECAST (2) No. 3 2 No. 5 1354 1354 981 1354 13'4" 12'-0" PRECAST (2) No. 3 2 No.5 1232 1232 849 1232 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 1149 1149 760 1149 14'-8" 13'4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1419 1419 850 1347 2 No.4 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1291 1291 775 1270 2 No. 17'-4" 16-9' PRESTRESSED (2) No.3 (2) 7/16strand + 993 993 600 1084 2 No.4 19'4" 181-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1035 1035 478 936 2 No.5 20'-0" 18'$" PRESTRESSED 2 (1 No. 3 (2) 7/16 strand + 961 961 446 872 2 No.5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand +2) 834 834 390 763 No. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 720 720 366 716 2 No.5 (2) 7/16 strand +(2) 24'-0" 22' 8" PRESTRESSED (2) No. 3 No 5 642 642 306 599 DETAIL "H" DETAIL '7" DETAIL "K TYPE DESIGNATION P- PLAIN LINTEL/ -T r QUANTITY OF #5 BAR AT S-SOLDLINTEL I I LOWER LINTEL CAVITY [8x1I6-P-1L/1IU] NOMINAL WIDTH) IH `QUANTITY OF#5BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC GRAVITY & UPLIFT SAFE LOADS (PLF) 8'Ix12" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID #5 (1! U (0) L #5 1 U 1 L SOLID #5 (2) U (1) L DETAIL'DE' DETAIL'DF' DETAIL 'DE'&'DF' DETAIL'DG' 3'4" 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 4'4' 2'-10" 2'-6" PRECAST (2) D4.5 WIRE 12) No.3 2654 4449 3965 3965 4'4" 3-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 2400 4030 3607 3607 4'4" 3'4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 1966 3390 3053 3053 5-8" 44" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1193 2290 2085 2085 6-8" 5'4" 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 1764 1763 1578 1578 7' 8" 64" 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 - PLAIN LINTEL/ r QUANTTY OF #5 BAR AT 5-SOLID LINTEL -] I LOWER LINTEL CAVITY [I8x] 6 j NOMINALWIDTHJ NOMINAL HEIGHT `QLANTFY OF#5 BAR 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)#SL (1)#5U (1)#SL (1)#5U (0)#5L (1)#5U (1)#5L (2)#5U (T)IL' (1)#5U DETAIL'E' DETAIL? DETAIL'E' &'F' DETAIL'G' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 34' 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 1 1186 1014 1251 11'4- 10'-0" PRECAST (2) No. 3 2 No. 5 1074 1 1074 854 1121 12'-0" 10'-8" PRECAST (2) No.3 2 No.5 992 1 992 751 1035 12'-6" 1l'-2" PRECAST (2) No.3 2 No. 5 937 937 685 978 13'4' 12'-0" PRECAST (2) No.3 2 No. 5 859 859 591 896 14'-0" 12'-8" PRECAST (2) No.3 2 No. 5 804 804 529 838 14'4' 13'-4" PRESTRESSED (2) No. 3 (2) 7(2) strand + 207 1207 605 938 (2) No. 4 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 095 iE 1095 551 887 (2) No. 4 17-4" 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 836 836 426 763 (2) No.4 19'4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 655 655 340 645 (2) No.5 20'-0" 18'4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 607 607 317 601 (2) No.5 21'4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 524 524 277 526 (2) No.5 22'-0" 20' $" PRESTRESSED 2 () No. 3 (2) 7/16 strand +2) 488 488 260 493 No. 5 (2) 7/16 strand + 24'-0" 22'-B" PRESTRESSED (2) No. 3 (2) No.5 399 399 217 412 .'4.' ..'. •' '. DETAIL "E" DETAIL'IF" DETAIL "G" TYPE DESIGNATION P - PLAIN LINTEL/ �j r QUANTf Y OF #5 BAR AT S-SOLIDLINTEL I I LOWER JNTELCAVTTY [8xl I6-P-1 L/1IU] NOMINALWIDTHj J `QUANTITY OF#5BAR AT 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)#SU (1)#5L (2)#5U DETAIL''' DETAIL'M' (1)#5L (1)#5U DETAIL'N' DETAIL'L' &'M' 2'-10" 1'4" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 1 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 10000 1 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 9313 10000 10000 10000 4'4" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 8548 10000 10000 10000 5'4" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 6261 10000 8605 10000 5'-10" 4'4" PRECAST (2) D4.5 WIRE 2 No.3 5095 8995 7007 9811 6'4" 5'-2" PRECAST (2) D4.5 WIRE 2 No.4 6871 6871 5482 6814 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No.4 4693 4693 3976 4661 7-8" 64" PRECAST (2) D4.5 WIRE 2 No.4 4456 4456 3785 4427 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No.4 4047 4047 3443 4021 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No.4 3706 3706 3144 3683 9'4' 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 2954 2954 2445 2937 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 2384 2384 1884 2371 1 V-4" 10'-0" PRECAST (2) No. 3 2 No. 5 2082 2082 1590 2082 12'-0" 10.4. PRECAST (2) No.3 2 No.5 1895 1895 1401 1895 12'-6" 1 V-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 144" 12'-8" PRECAST (2) No. 3 2 No.5 1490 1490 992 1490 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1948 1948 1093 1591 2 No.4 15-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1774 1774 996 1494 (2) No. 4 174" 16'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1368 1368 771 1264 2 No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1084 1084 615 1095 2 No.5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1008 1008 573 1048 (2) No.5 2V-4" 20'-0" PRESTRESSED (2) No.3 (2) 7/16strand + 877 877 501 966 2 No.5 22'-0" 20' 8" PRESTRESSED (2) No.3 (2)7116strand +2 850 850 471 923 No. 5 (2) 7/16 strand +(2) 24'-0" 22'-8" PRESTRESSED (2) No.3 No. 5 740 740 393 772 DETAIL "L" DETAIL I'M" DETAIL'IN" TYPE DESIGNATION P- PLAIN LINTEL/ r QUANTITY OF #5 BAR AT S-SOLID LINTEL I LOWER LINTEL CAVITY [8x1I6-P-1 L/1U] NOMINAL WIDTH]1I J ` QUANTRY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl6" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD 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'DH' DETAIL'DJ DETAIL'DH'&'DJ' DETAIL'DK' 2'4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 5713 10000 10000 10000 4'-0" 2-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 4511 10000 9686 10000 4'-7' 2'-10" 2'4" 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 4'4' 3'4' 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 2990 7025 6382 6382 5'-8" 4'4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1819 4139 3839 3839 6-8" 54" 5'-0 PRECAST (2) D4.5 WIRE (2) No.4 2976 2976 2676 2737 7-8" 6-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No.4 2292 2292 1918 2121 9'-8" 8'4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1563 1563 1113 1455 999 DETAIL "DH" DETAIL "W" DETAIL "DK" TYPE DESIGNATION P- PLAIN LINTEU -T P' QUANTITY OF #5 BAR AT S - SOLID LINTEL I LOW ER LINTEL CAVITY [8x1I6-P-1 L/1IU] NOMINALWIDTHJIJ `QUANTRY OF#5BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GENERAL NOTES: 1.) CODES 1.1 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE 7TH EDITION 2020 1 2107. ( ) SECTIONS N 0 S 901.2 & 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 " " 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD // SCHEDULE) 2" 2" // () Q 1 #5 CONTINUOUS RE 'D. PER STRUCTURAL PLAN °0 7/32" STIRRUPS AT 4'-0" cc 50 m m (TIED OR WELDED) 'a Ln BOTTOM BARS iv SEE SCHEDULE NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT (PLACED IN FIELD)) 2" 2" 1 7 5/8" TOP LEG BARS: (SEE SCHEDULE) - (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc (TIED OR WELDED) BEARING OF 8 (WITH A MINIMUM ACCEPTABLE BEARING OF 4 NOTES: PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION 1. MINIMUM COVERAGE OF STEEL- 1.5" R606.6.3 OR FLORIDA BUILDING CODE 7TH EDITION (2020) BUILDING 2. MIN. BEARING REQUIRED AT EA. END - 4" SECTION 2104.1 3. STANDARD FOR REINF. STEEL - ASTM A615 4.2 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND TYPICAL RECESS LINTEL SECTION SHEAR AT d DISTANCE AWAY FROM THE FACE THE SUPPORT 4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEARR SPAN MUST PRECAST CONCRETE BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT. 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)#SU (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" 1'4" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'4" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'4" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 5'-4" 4'Z' PRECAST (2) D4.5 WIRE 2 No. 3 7681 10000 10000 10000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 6251 10000 8615 10000 6-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 8629 10000 6741 10000 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 6266 6603 4891 6909 7-8" 6'4" PRECAST (2) D4.5 WIRE 2 No. 4 5967 6199 4657 6477 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 5430 5524 4236 5756 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 4961 4979 3869 5178 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 3865 3838 3010 3973 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2984 3021 2320 3118 1 V-4" 10'-0" PRECAST (2) No. 3 2 No. 5 2699 1 2699 1959 2699 12'-0" 101-8" PRECAST (2) No. 3 2 No. 5 2436 1 2436 1727 2436 12'-6" 11'-7' PRECAST (2) No.3 2 No. 5 2269 1 2269 1577 2269 13'4" 12'-0" PRECAST (2) No.3 2 No. 5 2034 1 2034 1366 2034 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 1878 1878 1225 1878 14'-8" 13'-4" PRESTRESSED (2) No.3 (2) 7/16 strand + 2413 2413 1338 1974 2) No. 4 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 2199 2199 1219 1846 No. 17'-4" 16-0" PRESTRESSED (2) No.3 (2) 7/16 strand + 1698 1698 944 1546 (2) No.4 19'4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 1348 1348 753 1330 No. 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1254 1254 702 1271 (2) No. 5 2V-4" 20'-0" PRESTRESSED (2) No.3 (2) 7/16strand + 1092 1092 614 1167 (2) No.5 22'-0" 20'-8" PRESTRESSED 2 No. 3 () (2) 7/16 strand + 1023 1023 576 1121 2 No 5 (2) 7/16 strand + 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 898 898 481 947 DETAIL "O" DETAIL "P" DETAIL "Q" TYPE DESIGNATION P - PLAIN LINTEL/ -7 QUANTITY OF #5 BAR AT S - SOLID LINTEL I LOWER LINTEL CAVITY [8xl I6-P-1 L/11U] NOMINAL W IDTHJ J ` QUANTRY OF #5 BAR AT NOMINALHEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x20" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID #5 (1) U (0) L #5 1 U 1 L SOLID #5 (2) U (1) L DETAIL'DU DETAIL'DM' DETAIL'DL' &'DM' DETAIL'DN 3'-8" 74" 7-al PRECAST (2) D4.5 WIRE (2) No.3 7665 10000 10000 10000 4'-0" 21-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 6054 10000 8442 10000 4'-2" 2'-10' 7-6" PRECAST (2) D4.5 WIRE (2) No.3 5413 10000 7552 10000 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 4897 10000 6836 10000 4'-8" 3'4' 3-0" PRECAST (2) D4.5 WIRE (2) No.3 4017 10000 5613 10000 5-8" 4'4" *-W PRECAST (2) D4.5 WIRE (2) No. 3 2448 7050 3434 6540 6'-8" 54' 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 4569 4569 2302 4235 7-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 3338 3338 1640 3122 9'$" 8'4' 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 2158 2158 936 2036 MOW 1�1 1�1 1�1 DETAIL "DL" DETAIL "DM" DETAIL "DN" TYPE DESIGNATION S - .�Q0�LU1 CAVT [8x16-P-IL/IL/] ] L w"Hm f� �La�L GVITYAT L SEP Q 8 2022 ', V,PTUAI PE-_'t+ e�]v �•a.7 i� - L `L.1 C -L'J �v i ,IEteo Virtuai e�,,;ew ccyri- -tc'. F L plans R e with tjte 20, r )3W for comb Debra Anne Klah Edition by a o 0 UNIT '2382' - 1ST FLOOR PLAN 1 /811 = 1'-011 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5 (1) U (0) L #5 1 U 1 L SOLID #5(2)U(1)L DETAIL'DA' DETAIL'DB' DETAIL'DC' DETAIL'DB' &'DC' DETAIL'DD' 3'-8" 2'-4" 7-0" PRECAST (2) D4.5 WIRE (2) No.3 1919 2143 2143 1753 1753 4'-0" 7-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 1597 1801 1801 1483 1483 4'-2" 2'-10" 7-6" 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 1 1367 1553 1553 1284 1284 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 1194 1363 1363 1131 1131 5'-8" 4'4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 864 995 995 831 831 6'-8" 5-4" 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 662 816 816 650 654 7'-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 542 669 669 462 537 9'-8" 8'-4" 8'-0" T PRECAST (2) D4.5 WIRE 121 No. 4 396 489 489 1 261 393 'r�; `• r�; .: fir•. �'. 4.. LT Lj uj- DETAIL'IDA" DETAIL "DB" DETAIL "DC" DETAIL "DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x24" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5 (1) U (0) L SOLID #5 (1) U (1) L SOLID #5 (1) U (0) L #5 1 U 1 L SOLID #5 (2) U (1) L DETAIL'DO' DETAIL'DP' DETAIL'DO' &'DP' DETAIL'DQ' 3'-8" 2'4' 2'-0' PRECAST (2) D4.5 WIRE (2) No.3 9620 10000 10000 10000 4'-0" 7-8" 2'1" PRECAST (2) D4.5 WIRE (2) No.3 7599 10000 10000 10000 W-T 2'-10' 2'4" 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" 34" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 5044 10000 7066 10000 5'-8" 4'4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 3077 10000 4325 10000 6-8" 54" 5-a' PRECAST (2) D4.5 WIRE (2) No. 4 3765 7387 2901 6831 7-8" 64' 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 2693 4979 2069 4671 91-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1552 2996 1183 2844 DETAIL "DO" DETAIL "DP" DETAIL "DQ" TLYYnP�LE7 DESIGNATION S- Smn LtltiEL -] r l W1w Y T [80-P-IL/IU] tI� K IE1Ii1T� J IP LUIT�FL,CAV�FTYAT TYPE DESIGNATION P - PLAIN LINTEL/ r QUANTITYOF #5 BAR AT S-SOLIDLINTEL -] I LOWERUNTELCAVITY [8x16-P-1 L/1IU] j NOMINAL WIDTH NOMINALHEIGHT `QUANTITY OF #5 BAR UPPER LINTEL CAVITY SAFE WORKING LATERAL LOADS (PLF) 8" X 8" LINTELS Total Length Type 8"x8" PLAIN 8"x8" SOLID 2'-10" Precast 2082 9235 3'-6" Precast 1325 4624 4'-0" Precast 1041 3358 4'4" Precast 858 2635 4-8" Precast 810 2459 54" Precast 663 1940 5'-10" Precast 583 1624 6-6" Precast 486 1396 7'-6" Precast 403 1134 7'-8" Precast 392 1100 8'-0" Precast 363 1037 8'4" Precast 318 981 9'-4" Precast 222 772 10'4" Precast 156 600 1 V-4" Precast 132 651 12'-0" Precast 111 593 12'-6" Precast 98 544 13'4" Precast 82 475 14'-0" Precast 71 429 14-8" Prestressed N.R. 417 15-4" Prestressed N.R. 369 17'-4" Prestressed N.R. 257 19'4" Prestressed N.R. 184 20'-0" Prestressed N.R. 167 2l'-4" Prestressed N.R. 138 22'-0" Prestressed N.R. 127 24'-0" Prestressed N.R. 100 N.R. = Not Recommended v-7 1 N O r � k :✓� 9fi LO CD 00 I e LO ol,. Q ILLI a* W w 13 Z c Q N 5 > �^ a M L Q MN N V C) as ernrn} E =- 2 2 0 2 8 V! -2 � 0 1z N Q Z U •- NVLL d:� C(W Q Q co a CL a V) w w Lu w W L- W J w O Z Z Dg��0O�x'nLLV00 Lu Q Q V 0 vo z��-0z20,~- - 0 0 H U) Lu Lu W W V5 it w D J W O Z LL- QpLu LuZOwU�aa gH-H. 2w�a 0w 0X =) 5` < LL Q 0 F- W 0 ZW O� 0 M Q � Co � G U CL M_ Z U Z Lu wQ J 0 N N O N L ti N O O 00 LO(O CO O O O r O N O N O N O N O N O N O N O N W Q LO w O M r N O M N Iq O T- O 1 M O 6 r 0 0 CO 0 C L ; O O o M 0 0 0 0 N �F LO (D 1 Z Z Z O 4-0W W0E- W OXWM V / z W I- Q W Z co0 'fin V Z Lu 2 Z w M a ZZLL (N w N O�Iz 2 0 IL Z Z �QO III e Z U U [L00 Z S12 Q Z W N W ' ^♦ `j O r LAST PLOT DATE � Apr. 26, 22 Z'00 STRUCTURAL J DETAILS A -- - - - -.a 1. It It I. I ,.I r , I I I I -� - - I I -- I - = HURR/�.4NE Mounting Stardom r t .li Gauge, , Ste Anchor 5c#ledule t !kilts 112'Pia A32 Gialv iTyp) p ap rrt s I w 14 �sr"t)-1,litltlre) screYNs r Ai'C 1JrTlt t tt[J4n F.lt,.3c e #durricire mrap'.'1 (Tyra",,l l ri frclnt) 7' lai`Dnt P,:fCrS,S Support (Mdy lee c,I;it tow) Left Bracket (16 Gaull1 tltnc ss r Taal a is r t t Boni Crass 5t Moft linicAIC l Ire t Botirrm Side l rWica►: 3 each side for hutricar'le j .3) 14-518" wach,ar'Y SAI-Locking NuTs Back Cross Support Way rot InNi I '1p.Sr04 ansuiii roan msltrlxssau arc F.a=m:,)rvl.f-at-�_Ir 1 lea will appeal Right Wall � 16 Gauge) Elora a Depaitrnerit of Business & Professional Regulation Pap.) w t Building Codes and &tandem 12nW�21 Product Approval Application DOWN tenter a. Mae Peat DN Pod Do Tirol. vow liwwraritrar colial Val" !9IN&MIaffi fat Amroya 01por 4d siilia e4rEttlgfiCn 2D20 shin veil PrLtlHda. Inc uaeneef Gmhem Neam,est NWtrmPE- LW:le eAlyd.n Pf 12mlilw20 11rril ni11 1Zril?W20 IK'croaed CaltaWY: Splrauo C[maAfM,fita iiP7)441.6-369 PE n7lt (S3A)3+.A�1P00 SAI CAWORV, 0100 t$ hin.40 4d a4 a Rt al iRNQ9nMAu tC,Nn low Tadrrdeay CsrrlpfisF'es IieagrD EaaN,alu: Rtpo1 lour t F .01h R"V-.d Arhllaq a a 4ea,ee4 Florida Flatt-moal En'gyreN f Liaazz4N f dill tbmowatoruaa AUKQ"4.t2Lftlo ?l9ea&1 i11aE IdaaN�NrrrxtY,an Pradid pentarvil- - -. In NYSE 01.e1w_ MINE RAiilant F9i9d@ 9nMVeM abderf1540.SI0 Dust FehCa6n FI%4 a I Ventraarsk `✓c=A t271iZ(G'3 Yt5 N_A 145U±.,ati 2 smdVaN M=I'll II N.4 Fsaream Frucrd and Ye 4W- Ned 1`."312D23 Yp Yes NA st V=F,t10 3 - . a fi54l arsurtt4r7 FloWt Nml 'Wit--423 YM Y`,r NIA +flWr K-°. :1W4 4 &ra.tVW.A it-41.t0.521 nswteo FloodlPerg 12r31r'M Yes "sal Nu. ,00 5 sm.AVr.4 room*' 540 52.. F[&9+A�Gah➢.0-Road Vim i2rl:t1„Cs" Y 'fe PI,rA. 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Pate ey FVW 1 0 t IM40k V,idOAd Sir - W Velar W DotA1t141p PRO FIX Aaarava 8tG[B.YilI g)id,, Lo,At B*tW PE 09ltRa7G LMAI ' L 20,26:d 1"VM10 Apll 034)3 o &X twd lee aft "if" pram In Wag Quillatm 11109a6 Etwum 12Y31f24go Yea lee N/A. +Ji•1a0 Florida Department of Business & Professional Regulation ll2 sd4 Building codes and Standards law2rril Product Approval Application DOWlt Y CAn ac31Ligensa Valf atad By Va. !kited i FCC Aophll, A> ru RaVIS, 202D Than-Tru Caro lon 51i a -w,.; oa LEn4--hl dfRE Ryan J KMg F.E Or&M21 12131f'02l0 01 OBAW2021 Apill cattail Etarlor Do.. (813) 767 M. gnkCategay: SSaatginQ Eldanm D0a Assombiet ajaar r ar 9rm-: atru co Co erellance NeRlod: Er a-1 Ren-1,from a m Florda Regeaured Amh dace or a Lsceneod PNarda Professional Engineer FuX96411al Products Quality kHutaaea Atlanoyaa far t1Ba Aparoyarefor UN IMll Doslan y yodel. Humber or Name Prodg;2 Dascnotlon Carol air Etmir"Cln Davr Z = OpNMa 111= i a. TharrrwTnu FRS-a^kasi4 and Smooth. ¢ar Na"nA 5&a.".8 r+a' 1"V-3112022 t4a Yea i ins FDA C'.nopowte Edge ribloal Sr-gle Caw (Inawirhgioutrwng: Y. Is anp,arati�I 1 b 7herrraa-7m Feder-C aWc and Sm coil -Rai Ncminal M0398 &quat,9trrt n&n;;al cilaque U 39;'..Cr,"'.r No Yet; C ntpuate Edge F'i"aas -sil D.ru wfitto Sidelaeyai 7nrvYlnatw^+aas,.+rat 'X. , O'Kw ti7NO conrmgun"momil 3 eTherra-Trcu Fil and 5rrrcoitl-FTar Plommal f5aa3Gd83.)uor&mp,actatiessP; C.iNiqua 120tY.9CW2 Ph Yon ties PIrA Ounnv a Edgy Fiiaertgraas Ooudlp L`Kr r Kith ov "all swiel,tes Dns'al,rx}tCXabwing. XSDcx omri eonNwaao is) 4 d Themsa-Tn3 F�rfilasSlC ,and £+rmda-�a' 4J311:0."+2 Narrelnal ERail`.�M3,C� &yunC Ia+rpaccY.l7,�as#. C`.paqua 10 ^f P 9 Yes Yea PSA C�onrpc �tv Ed,)e Fobarysaas Sragle ; bear flntWr rltswtg X mHgorabo r) 5 e- Tnemae7m F •CN*ssic -d SnnaGr•Sbr No -rural E8a .0 &gsOCirrgaelaquot, Dlpaque 12 lf2trc2 Pia Ino 'tea WLA --pareita Edge Fri-91- style Ddl wan 9de46l Ci n_-WrN'br e a XO, OX W OXO nsnrra,re6.srsal 6 i Thermal-Tru Fber c:tasdc al,d SlroMb Star Hall '3atKs9-0 "IrnpaePLpuot', oparwe 1231M22 Mc Yes Yes lVA Compete Edge FlberUlaaa D-bW Door with or wehoua Selelees {IMw.+y)OdRawing; XX or OXX0 LpI3) T g TnernYrT. FAar-C.p6.ia and 5n,00tP,-9I&r rWminal minal f�3tl'Sd.B &qu0t;irc1oa0t8qunt. Uraaccl S 12t3tYr072 No Vas Yes PfYA CompaWte Edge Fiberglass Single Door (I neewW0.1ill. .-liguratiurll 8 h Theme -TN FR)arCbaR and 5rnaem-Star Nominal 684139.8 &quotImpact'"WI: (AMOd rl r1Di22 tic Yes Yee lVA Camp to Edge FitergiW5 91ola Cara, wall 9deue(5) pnswngtC rewing W,). OXor OXO oaldiguraaonsl g i Thorma-Tru Piker-C,➢asai; and Smooth-51a, Nomin., asdr381?' aquM;llmpact&quut Glazed 1213l= tro Yes. Yee WA Corrpoa+u Edge F berglae.9 Double Door with a wsthoat Sdalares llnswiw,).FOusprAng. )l OXXO uraIl 10 (. Therma-Trot Fger-,:4il and Sml oth-Star Nominal o &g oT,i"WCt Q-1, Orem 12131f202m 14o Yes Y" WA Campoell Edge %er°gEalta StVle Door [rntwng.+Oular. 9; X mnflowabon) 11 a. Therrrl Fit-Clacsie and Ser aaik-:5T&r Nwnrrmd 8&rt.5Et0 ig..t;lmpa t9gl Dlazled 12r31120."'1 No Ys Yes ILIA Composite Edge Fiaagtaaul Sell Owl Wh Sds.•`.zil 0R&.rQ10,4r lrrg, XO, CllCa OXC careyuraloneD 12 1Thernm-TIN Facer-C.htil and Smiooth-:fir Narsrrell UJI-VO Aq r;mpaafffiql.rlalted 1.2r90Dr2:, No Yea Yea WA Composite, Edge Fiberglass Ca rink. r�, vath su .0tio;A Sdelrl Onawulg..lCsutawing XX0XX0 (ronAigureldnik t3 m. Themra-Tru Fbvr Cess6e and Smooth -Star Namirwi Will Sgvat,trrpaet&guaC Glazed Plaided 1M18iff.2 Irk Yes Yet NIA Open Ctenpa=ta Fdga fibprglana ffingis Door {In ,dYi, Xporlfiguratign) 14 n Thermo-Tru Faber -Clain and S1l xth-Slar Nor,tlrtal sail 8d1adi,in'paGt&quct RlItrea maid," 12r31r2022 1k1 Yes 'Yea WA Oper, Cxtrin to Edge Ftbe'g a s pgN Cx#'r' wmt Glazed Llokled Op an:53deNta )(Ir€aw5rrakiutarnrw. Xr3 OX - 0)(0 FR tgurabooa) 15 0. Theft: d.TYu Fkher-Caa,36dC and Snioarr•$Tir hN4maffiI Cs&FR'3B.S dQ1l9t;InlpaCtatllleP, Clued Waited 12I33M s Np Yes Yet WA Open Cxmtraiila Edge Efl erglaa Double Door with or wthoed Gored Pill Open S kdefius gdOuEe'wvagi XXauread pordrturat I IS p TPoamn:Tru Fber-Gewnc and Street!+�.:,Aer Neal Pbmirrd 6&.M:�88guoktrnpacM.qun$, CSll 12t312G22 N. Vos Yea WA Carnpoil El Fbirl stgla Caton with Wood Open Seiakn4(sl Hn3wtmptOartls dug. XO OX or rvreiyurve-il 17 q Thamnal rill and Smoolh-Sur Nominal 669390 trot-[rnPact3puat, Opaque 12131f2Q2n` Na Yes Yes I'l Canpv�t4 Edile Fiiberglae Doubts door with of aatllout Geed Molded Open ulnas (Incwg21rasvxr{T XX .a OXXC cannEuradl Florida D,apartmill of Bushes & Professional Regltatkln urge, a I Building Codes and Standard r ago Product Approval Application Desalt care Randall, us II@t YMBt41e ectura Caton emklftl&Lkmm yAMilialav YAVAM 4!✓OIDMIe9 fKAMIRM atllrille4vim Rsn - X20 MTlndu9. sa Jags Ro-all Wers4Dede ei`,.tb- CER Mimi -Dade er..D- VAS 11n92o20 100=20 1104M20 AWF J tiltiven. FrRmllr Dees I91fi 495-G10D {7mi 31545M arbC.kw. .S4fg Edell Ooa A--"- lu_,lln.GPR&.&'W..t, Ceirlil gdk.U: Catlicabw hMst W Dahl Wn Funs'14121Redd¢. AarrmwdfarUo Amroasafi Use 11111,410 Raw , f,adrt like" Numbers, ram. matt FvUrabr_ Cal III MVNa CIA" Nlrwlz ! !. a 9r365b aDL,al m4elW gnpattj 1h,)W slang lYsts Qarx 0#d1tf2Lt?, Yet Yet Yes KA March 15, 2022 i As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please proll the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING Thenrr►aTru Fiber -Classic and Smooth -Star (l' ON4MPA T) FL24461.1 +67.01-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0i-80.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/1412026 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12131/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 psf 12131/2023 Wayne -Dalton Series 8000/810018200 #1124 (16X7) FL8248.11 +34.4/-38.3 psf 12/31/2023 D. FETAL LOUVERED DRS Curries Division ofAADG Inc 607,707r727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12131/2025 2. WINDOWS A. SINGLE HUNG Ml Windows and Doors Series 185 FL17499.2 +60,0/-60.0 psf 10/812023 PGT Series 5500 F L239.2 N/A 7130/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351,1 +55.01-55.0 psf 2/1612024 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 41312023 PGT Series 5520 FL243.5 I`J1A 4/3012025 D. MULLION Mi Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 PGT Series 5500 FL2611 NIA 5/26/2026 E. OTHER 3. PANEL WALL ,James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192,1 - FL13192.2 A. SIDING N/A 12131/2023 B. SOFFITS Alside Solid and dented Vinyl Soffit IFL15272..1 - FL15272,2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALTSHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2022 B+ UNDERLAYMENTS Ta ko (for Shingle Roof) 151b Felt Underlayment ,FL12328 N/A 6129/2023 Plyglass USA. Inc. (for Tile Roof) POLYSTICK TU MAX IFL5259 NIA 12123/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918A N/A 9/9/2026 Florida Metal Products. Inc Vent RV10 FL21580.3 IVA 12/3112024 Lomanco, Inc DA-4 Exa,hust Vent FL17202.1 +97.5/-97,5 psf 12110/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12131/2025 F. METAL ROOF Drexel Metals, Inc. 011 10ON5, DMC 15OS S. DMC 1755, DMC 2005. DMC 5V FL17679.1 +0/-180 12131/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 1213112322 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 1213112022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2024 MiTek Industries, Inc, Truss Plates F L2197.1 - F L.2197, 5 WA 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board. LVL, PSLI LSL FL6527.1 - FL6527.5 N1A 3/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FLill 58.1 N/A 5/21/2022 Commercial Concrete Products, Inc, High Strength Concrete Lintels FL1774 N/A 5/2512024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the )obsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE AW W Florida Department of Busirl Professional Regulation Building Codes and Standards 112WDn > U Product Approval Ap ilication NUN aLi 2 Q O Efill ofa iota CU La version tot rfactuerer Eltgl0sG(.rllri5�YAINMW by Yltd&W submmwFBC Aoprpvai A21MA9 Ali R410ion XrX Thanna-Tnr GorpdaUM 9'e,r'ieril eon Lir don F. Schnnidr; F.E. Ryan J. King P.F_ 07r2'di202t7 O7f1MAM Cr712Nr2Le1D 1013i2020 Approve Cettgoil Eleanor Doors {eo0} 841,7628 PE.AM09 013)111 -2 U) ti 5ubYCtIfill 9wlnp.r9 Lille" Door A eerrbiaa ciaspertan�dtarralku co � � CUcu (n Compliianea Mkamd: Evacuation Radon from m (D Florida Raglctared Amnifect a a Liedin-d I'll Professional Engineer' ��11 ♦♦ Fu2l�47a Its Re910 C) Q •din_ auatile Ataaanpa Anoroved tar ilea Aoato'. eld for uaa 1�Gt 1 Q 0 1 ,O 5 69 Produdd Mode,. Nemba or Name Prtj t DeacM2g co"WM t UX91ROkin D1Re to HVIlZ tale HVNZ Resirtptt .O 1� 1 a.TltanrM- Fi ber-c3m_ end Smote, -Star Nammal 686 selllirpeed&Ruot Opraqua 1W311"2022 Yea Yea Yea WA � O �r ♦y r onniall edge Fibelgil $vrgv, Dom (� 0 ginswragjOulsvang; X contguratwraj (n :- d. Ttvxma-Tru Fber-CLlssae aural Wrr.01h-Star Nominal dillill ill1mparx&lpsot Opagtw 12131r.o"a Yaa Yea Yes WA � � ^^'' O C)ompaFite Edgy Fiberglea sill D r Mr O L W L aldette(s) {Iron»ng+Oulae,ang;. XO, OX or OXO (n to Q 0onngwakons) (n O nee �1 s eThe, milFleer4taalcand Smooth Star Nombal68411 6aquac;lmpaotluiwrkOpagurt tV31a= Yea Yes Y" WA -C CC � Q Composite Edge Fiberglass Dou bile Door ath or wRhout Seleaaes (Int,MngrOutrwtng; XX or OYXO ii V cnMgur Ions) 4 d. Tharma•Ttu Fber•C49W And Smooth -Star NomMa188,1K39;0 aquccirr,pa01&rptot Q',oiau9 12nir2022 Yes Yes Vas WA GamlwRfc Edge Fiberglass Single Door Qh-iry/Gldawsng; X rVmflgp fie 5 e. Ti---Tr. Few Cous- and E nothStar Nomnal V&AQ 0 &quotlmpactiqu t Opaque 12P31r2022 Yee Yes Yea WA Compolete Edge Fiberglinal 9rrgle Door Kith Sidelta(a) gmswing,Yhitfwing'. XO. OX at OXO configuralional e t, Thermta•Tau Fltier-Clasab and S3rnooth-Sitar Norr,inal 84935;084uaKlrnpad$quot OpKm 17131rAm Yea Yes Yas WA Compoial Edge Fiberglass Dou bib Ulan Will ni without Srdaldaa (Ir*wAh00L4wArV. XX or O)0(0 eort,gural,on4) 7 g, Trtmnta-Tru Ft oar-Ct.tsic and Sanooth-Star Nomura I6&9A' a iliDuot' lmpact&tplot GrIl 12131RdTY2 Yes Y" Yea WA Compile Edge Frbergnailt simgi§ D" pnswrgllDlaswing; Xrxmf�futarionl B h. Thermo-Tru Fiber-CWewc and f`>rnppNl-8tar Nomnal 4114*6 Squak lmpeolikot Glazed 121311= Yea Yea 'Yea WA Comp -al, 60gv Fiberfil- Sinab Door --%h 9dNta(s) OrwilaraiOutmmir g, XO„ OX or OXO oonfiguiatiana) 9 Nominal "Ol 94.01%Impeoual t, Glued 1^✓31YiLF12 Yee Yes -Yes WA Campoefia Edge FCnergWs 000 bier Door wall a YAthapt sidearm OpaaNg/€]ada.Mrla', XX or OXXO 0unn9tmaliona) 10 J. ThIn -t-Tru 91ber-C4aidc and smoodrStar Nomi l Said &Aucr&impac4&qu®i, Glared 12131 airl Yes Yes Yes WA Corrrpakte Edge F,bluoll W91I, poor !tnsaingtr7..daw;rlg; X configu Ill 11 kTherne..T. Fber.Ct.,vim.rld Smooal.8;ar Nominal 892390 artuatimpacHil es2 Graze! 12l31 rz= Yea Yft Yes WA Zomp614ne Edge Door Kilt!+ Sekiieisd �4awtngADUCYwiag XdO, QX w rDRO wrftr reaiona) 12 L Thermal Faw-Clarrol and Smooth -Mar Nominal Sddll SWX1;WMaCMquot Gued 1713112= Yea Yea Year 'AA CompoMe Edge Filre�6atw Double Door wth or vedout Stlelkas Sf�ng; XX or D' l 'whip+xaaions) 13 rn. Thahnie•Tru Flbar•Cbsalc and M-SrJr NomWtal 6a719&S &quocirnipactil. Opaque I V1If= Yes Y" Yea, rl Comp allft Edgs Fiaes�a>w'S'mgla Door with &gvot:Nonkroed&quot, Side►1A(s) tllr�v,irg++pAavAng; Xfl. OX or pJCO oordiaerakanai 14 It. Tharma N Fber-Clain andlSrnealNb.6ta1 Nomnal 890l &quad-a'rtpaet&quot, Opagtre 1Ii31rd022 Yea Yet Y# WA Connemara Edge F9berricaas Elodbla Door Kiel, &[luoCt s-Imeacl6gRrsol, Sideates(Irrswn2olorei Rl Ol ) 15 0. Therraa•Tru Fber-C awaw sad 6rnwtt r Nowell 88atl ti Squotknplaot&,quob Opuad, 121 r2a22 Yes Yea Yoe WA composite Edge ri�aaa Sq g e t&K r with Sidrill tl7rrav+ragl� +nY: XO, Ox or OXOccrifRmalDans) 16 pTherms Tru PI ow -Cull and S a1-6tat NOrmAal B& `.,O CgVatRipaClaquot: OP6*0 12131= Yes Yea YK WA COnriaagk Edgf Fo0fit aaa DapMe Coo VAIth &qr ;IJraa-k+rpactagrsot: Sidektar. sAlrsgsOrnawsrig, MCI oordrgurat'on) 17 18 19 2JD q. Tlx: -Tru Fibm-Clessr end.,nrrmoth-C+ter r. Thein -Trio Fiber -Closes aril rnmth-Slat a.Thermo.-Tru Faw4'Iaa Land S-oth-Star tTheIrml ru Faber-Ciassr and ShhocinStar Nomnna l 8&A39;3 Sdi {Non-ImIac-fillOpaque Compllane Edge Ffber;llaas 140gb Door {rronvinaloadnnatap; X confwarton) Nominal &&R:3$;H &qwt Non -I mractaryu*.tr_ Oprrrde Composl6 Edge F,ibeVl $'mule Duo, wth gle(s) (Inw lnrybliiarril AD, OX a 0XO configurakond) Nomsnel &&0,'SI;&&quc{Non-Impact$quX-Opaque composite Edge r1loo late Dade!& Door weh or %Raoul 51de s (lrw*nShXftWrV. XK of OXXG conhii"on4l Normal 8&al 6quct Non -I mpacttquet Opagtx Compuyto Edpc Fibeoaa Smgk Dour (Lrrswrg10dIuAhg; X configuration) 12131f7M 1251112022 I M I r2022 12t31r= Yes Yea Yes Yes Yee Yes Yoe Yes No No N. No WA WA WA WA - ' 21 uThnrma-1 ru Gbfr•Cleaai; and SmwadkSuur Nona I MC" ill Non -I mionat of Opaque 12r8t12042 Yee Yea No WA famlarxrta CWga FrNagass 9rlaap poor wish Sv3eriars) lihiallirrilioliterinnii. X0, 04Xa rl cofr"UndrOn31 22 v, Theron-Tru F,bar-0x.s re J 5 a, --tea Nommaf Mel lryl #pquck Orel tz'31il Yea Yes Ab N+A Comprwte Eage pin barglass Doumt Door oath or mth.m Shelter pin YSIprWXsaena: Y r OWD eelUratdllal .,, wTlan°ma.T ru Fiba�Claa4ie and Sr('eolk- Nominalei,3ek&quotAkn-In^px#dquoti Glued 1231=22 Yes Yea W WA Cuxnpow. Ere F€bllrglas Singre Cuar tlnswrlgX3utawng Xomlo ron) 24 X. Their, ra•Tru Fiber-Olaasic and Srroa-M, 1273 M22 Yea Yes, No NSA cdmlp ice Edge Ftbeag9afa Crnr>rdtn 5dalka;o) (I nawny0utsw rig; XO,O, OXa OXtD oC,dtguralons) 26 I. There la Fiber-Aataiellnd Srronth-ShAr NM net 8&43a;8 aquetr4al-ImpAM&quoC Guea 12i3712D22 'rrc Y" No NA CompoaRe Edge Fr berrolva Dnnubla Door Kith or wethout.Sl ed- (Irsa n9104rkaang; XX ea OX1{O -fig-bona) 26 L Th."J. RhAf- ClAill and Smpea4-o ar IJMnInal 89" 0 &JUotbil 12131.20.n.' 'Yea Yea No WA composite Edge Flberglaaa Sngla Dear 27 za Th T. . Finer -Classic and&r'iolxh-,8:9a€ it nayangiGutswitg Xoxftureil Nominal 8ak'�:G$qunthbn-irrgaotaquot; c0asr-d llni M122 Ycs Ym h3o N SE L (a O 2022 r`, enemata Edge Frbl rglasa Single than, -wl Sidelta{e) ona`;4r1gA:VMW ng. XG, ORar3XO conbgLLlarr Ui9=) 28 A ni-nn -Tru F0--0 ss'c atai 8mooth-,5Star N€nnlnal Mill 5auaki'3xr-Irrpacr4quat, Glaed 12:311= Y_ Y_ hb NdAT , I ' 7 Canposlo Edge P M4'grasa Double Door weal. or R t viftolco"LSdem" JrwrhitaA`tSeue.engi KXc;r OXXO `: I p T U AL virtual aJ I $ aral �` I'Gi r" n`CCe �7i l• 1 1 �f yew c , mt-1F liancle, with tt 1 - f I iA� ^ `L r�I>arr G:l K `�1 r. 1 rJ 7th 2300 - ---- -- a for co Ann ahr P Florida Department of Business aPvNesslonalRegulation -::i l� y Debra Building Codes and &trWerds lari D;l Product Approval Application Detail - 'Safi eta... Inc 2ui . sell am X03Ma ZWKUOM X&dd erAr labodo AkfAlow F9CAMB A 11111110111 Rsawon 3020 MI Mr'udars tad Dears are" Argtr Luta R�tRo L Ytrts 5iewm M. I*tOt, RE iCtoly lC`o lOddi 0 kOffaiflD'm^,a 12i15rid2D Appr.eed wnaw.Ea4na13DW5 (r17053-33od PE--62514 ili?) 1EACtl AaCuegil SlIdl Ederar Door Athem61es bsan .m la5s Cofplllnct 104mo , Endoir R. Wl. Ill. a rraWa ".1ered Prohmil lore .carted norda Prdafmma Enghaer L19102bulmilill �.Yike f 11 awe h3ggW�1L nlRi 4r! 4CJIL84 ftstiiFl 2tsimamkaa are aa15 n. fXll 1 SERIES 4:3 ALUMINUM SW SERIES 420 ALUMINUM sX:d OXd 1211"024 Ne Yes Na Will 14S3N48.4ao Asn&%eer 1,1014RE1PI 2 SERI684-20ALUMIll SGU SERIES 424AkUMINUM= OX.. XO, XX I2aV7024 No Yes '40 NIA aa&wda&g&,aat, NON-RENFORCED 3 t"E ES 420ALUiall SW REINFORCED SERIES 4'10aLUia NM Sao REINFORCED= 12r31a'2b24 No Yea W MA t4S24ageol Xnesqua'. 4 SERIE84XA1_UMRdUM REINFORCED SERIE5420A.UMINUM800 REINFORGEDOX. 123IrIU4 No Yes W MIA X0. X;C?rx4pea:r5fi4qud'. 5 MRIea 422ALUNINUM f&J] REINFORCM eE38E542D ALUMMM 031) REINFORCED KXX 12nV2024 No Yn No WA t43agwar sassgsa. Fbdlda Department of Business & Professlonat Reguilat en ftw,,41 Building Codes and Standards ItaR1i21 Product Approval Application DEMO -, SrSfY Ma1r,or, Dal 291 Bete laawdrn _..111101 AM virmon viialill calm Vand1W aANkt4 FaC 6pall R.Na1W, 2D20 wsyeo-nseen, a 6NYor, U Juerheatl Cbai Merna K iM IM,m E. 8cateF Jean 1p. Ar ao. P.E. 1si2PJ29 s .. -10 "kV23i202? 12ms2m ApprOwFd Cmg9aaakaa {3rD37+1-T•4121 PE-51737 (4104)821-5200 C41'eaw Ederia OM14c aix4nish@waynadtRm t BWCv ry: I3CraiWyl Eaiw4a, OW Asier,"el Wn Ceeghancf all EWI it Repel It - Peoria. Rnol"l Kid Archa4:L W a L,Cessed Flooda Prelesinedu Engineer f Li@4EW ROdUet %Rome g ai"m IN4 leowcl Model mall W Mama Predict pill In Hil oLomb Resistant ftemill fiUIXV.Ntar. 2Lno 4`fiW !,area: Mar wtrdM t4bloeAkxhwar, Clean I2n1rM3 W Yes Yes r31.a"01) aaelXehM In Ma W ulennNolt "aw 10 d0ooArla+i3.'135 ft123 1a$RSe, Mae Y14111. 14&dya'. Mao hell 01.94 12/JI20r, W Y. Yet A30,911133.53 aialmil in led W hater curie stellal 11 40iXA8T00,82011 t1 t24 134f39' M44a10h 149a eMAXheVll Ciaan9 12f31RD23 No Yes Yet -3440f•30..30 aVtiol'A tap M i'N4anedidt tell Florida Depedmarlt of Business 6 Professional Regulation fail d 1 Building Col and Siartil r✓m t Product Appr ivad Application Detail Flan4ffi�A ' lslf PAX Put ghm Do 2111211 r6EMM Ran R-elin 2DN "tares o-daoh of AArVQ W Tom relay Ut LLG Trlry i3ralaP. p.E. IWr97M 12MV7M. 1WIM320 Aaar-1 curialEyttia4t 149nor Dol 4t741] rad4)54Y 550 AOCa.wrY Emma, Door Cer;Cirehla IWn.rateygeesr enlPy.ea Caminilnta 1t40ah Ctrarl it Ill W L!1g inn r la1i537.R1 Prmutas Oltlkv A.vurace �, Amrayed fer Al litpedw AraL frp ao�t.r4arebwwMarne 10796K Whilli KVKZ &9 k 1 1 $(17, DOT, 72'r. 747, i5i, �;.r-. trial B47 Sngb. d Puy c1 F4a 0. Gelled aM 1.6-611 tohl and peso rX t2r31 r2W$ tea Yee Yee WA. Dl tallow rww dope. Florida Departrdent of Business & Ptofermin" Reguaton fare I of 2 Building Codes and Standards rxaxll Product Approval Application Detall eerrN ar pia d.t. mn. ar�rn Be ..-. 111111 vionv� Stein mido0 ur Xdgl" FEIC Amrerad hmmad a" R.". 292D MI 1YItdows gld DpW9 erent$00110" MerlAriallae$aral IReren M. undl PE tiA7fa'020 itn7taill 31t27rdol Approed caNawl Awoorr ir"Ti 3�' Menafecaear. Aseucaabn irt'h 311-0454 EubCateraplfl angle NIaI® n4einga�l,Xsti.coa. ."nilfaee*~: Cn1144e54n la lr W Living tm am It CtewxN Elalretiaa 6sa QUIT l Hill 2 1a6 54t S2a72 FinFengr Prima iGXG shgW. Mato, lorol lD2J NO Ye/ DM + -61 Semarrafad Gbu Cn L E W v Co CU O Q CL Ll. U O L CL Cl L) CU M O L w� Q W z J z Q ^J I..L SHEET NO. PA 1,0 _ I I - - _ _-. ' "' ' 1l.1f.F I I _ I I _-- _ .a _rr_Ir r. , .. ^ .-- _ 1 _ I— - I I n . .clef I 11 , or .r 1 I ..I. I e r I I I I.- Florida Department of Badness & Professional Regulation Page 6of a Florida Depaitrrlert of Business & Professional Regulatiorl Page..r1 Building Codes and Standards rzsrc Sul lding Codes and Standards ;I Product Approval Appiicatim Detail Product Approval Application Detail Baum i ERM or 2a Qft go PON Ing 29MDan » ^ ERameer h Ldawnse FBC Ae W Approved � hey u 2111 �8 �$ Renrifan 20Z TYtanrr-Tn, Clerat r, State Jespa,wn Lyndon F'.'Schnidt. PE! Ryan J-Ili P.F €$nsra,i 1011 Q'- ,eat EF i AWPner That,Yffida4 LLc.me 4parr" FIK Approval Ole f.�egery: EANrigr lbws BDi✓s F�43-7$�r PE-43NN`,pi (8f3)7F7-6:�Fi`a ATT�a3� mQ P G71nd:tprkvm P h'ene Fkencno^did 4AmIN�nedm ®CGS-CE.. Slam- dr E.:.C-b-l+Az ??rytl; v-,`r9 t?AY.^.,-°217 11/i1 0i%7 AC[-r:Hmi 5uacalpho : Ureigmi Ea<N w Doer Aaaanblenr CaagKy- Btr*,rr+.+s f9l') 4A&`0?0r, 0 mial"tthrea9adi leewatwn Relow'tinm n" 8rcrregen^ sea. Horsy IrteOanlDdtpger9cet�asc Florida Registered Aiehbct or a Licensed Fronde campllerr Maarna� Ccrsrca t.e Darn a hang aF.l Prc&eosaatal Engdaar Fi9364t2a PI'oaK&4 FURWI{171araducts ou w Asaurknde Approved lor Use Approved tar use l £NL# Prod4t ModM. NLKOK ad't4&'le UrzA.m AsxuaarA Yf!1.�iffi tkulttdlc4l comad eNAAlmillet Aoo<o M-lea Avr6Tra Uss liar Geatur 1111YU 9911"11W1Z fithdatl F�ioure S"i Product Nodal Number or kit" Product Description Gortract EittertAbn Date in HVKZ Outatde HVMV R"hipaiM Peeslure, _ 9N5500 e; L.ryr. elates repact, V"IA Caryl. l-Ung Vtli% .i a"Ir"I_f25 Y.er. 'fes 1 a- ThermaTru Ftlery Glassicend Smwth•'xar IJominel8&lCtq;B agwr Non•IRpataBevel; Crlaque iZI3KNI22 140 Yes lab fUA (;amprroto Edge Fiberglass Susie Dour Ilr,s+anregPDu}srnng' xcoPfigwirpl t 2 b.Therms-Tru Fllbar.-C4aas4n and Srral�h•:3£ar Non^IunaI GBNc'i8:8 dgrroE t'9on.lmpap$a°pupt; l^,paque 126t'2412: lose 'r'ae Nra r4/A Compost@ Edge r&erg flare Silgre D" wrrb Wolratslonsaangoc'uno,ang'. M, CA err OW srnfg"et.r a) 3 0 Thermo-Tru FPer Classic and NonniYal 6!UM,'8 8quot, Ii,Mn. 11pi ARqubt': Cleaque 1al0121022 No "red No P41A Fiberglass ComprIAM Edge Dwatle boar eft a witrlau1 E'idaYitas (6rtatAr^gl'�DVtantng, X>tor ia'xXiC eontrgurahans) 4 d.Them,a-Tru PlbeY-c4rei and Sm3cre, Star Nomeeil rWd 10'A0)oaque 12rPV2tr2 No Yee No NIA Composite Edge Flbergkas ::54'Igls Doo, llr srong(Outswnng, X wirdaurat4ol _ 5 e Thermo-TmF r'-Clarsaoc d5myrin-S3er NomYwl 7&hPai aqurt: hYPrv-I rroparARgpunt,,'}aiaque 1Zr;90rN22 Na Yes Nu fUA Gompbsh Edge Fiberg ova $4,19le Door'anU1 Sadetillpi 0nsrengt0pre ng, XO. DY a OXO 6 1 ThermA-Tru FlbarGWest: AN Strodlrt-StaF oonfigu for l FLvnnal 8ae••3g.0 &quOt;FHbn-IMpa.°18-quci 14paquue 1 451r,'L122 CNO YOt rap fire Florda Dep arMnart of Business It Professional Regulation r'+I-ys r ct 1 Cvmpoaire Foge Fbarglass SingW Door Bu,pri Codes and Standards tro7rc:+ prrmng^Dedswng. XLvrlrfiguaationj r g. Thorlro-Tru Fiber -Choi and S ntiouth-Star Nomreal W39:48qugkPJarrtmpr.LlquQ, Opaqu4, lZ31r P''" No 'Yes No N1A 'Garnpotide Edge Fibergleas 5uugie L1oo, vAm Product Approval Application Detail lddafit€(t? ilnsvangKxaswing'::V3, OXa OXO - W"f9utaeone) b b. Theri Fin-Ckl rand :HT+alalh-Sirs Nomehal 8&a +J Fyuattaan-Imp Squr rpaaua 1it:1T4'oz2 Fe> Yam 14. N!A flip Campoaae Edge Fiberglass 0OUti C ^ 011, or 91ilds Enter.id all 2" 09, Payne Pit Yrafoul Sdelfbas IPftNpeo i0.ftMma; XK or `CCrJ(i) SYEi Yri ranafaPkrzr Emil— &floras Vaialthi gv ydiUad n ted WA --,A $g mnflglrrauonsl pItnd rt iTherma-Too Fiber-CNesec and SrtrPolh-Star tJcrossal b8k'l98&quat;Nan-Impact&qurR,'Glazed 12Y3172f122 Na Yes No FI4 Afeaden 2aN PGT irrba mz sense R"etrgsl rae;M-Da 91-_E4 MIAe`_rai aG=-r-- A, 11Kx'P_tyxi C,Ppoti Edge RtA9galeraa Single Caior CA."Ne ,: Wndo- (041144"1011 gFlsNingrirlltPNta2. XcorYtated0on) saiezo gevir F.Nd amovuodp, nourmBfiC 10 1Thelma-T,u Fier-Clti and .Sivoolh-Star Namkial 5&9"S.38quOtIMOn.I MIP20"UOt G122ad 92nl=22. No Yes ili WA. Crrplla,xm rrtAodt CefUllt. Alarka Living to C nprwite ree. Filtegusa 5ingle� Door elth Siolurrud E'nawrsgN.nAs Nog; W ox s P%'C FLa2414Rkl Pr,Wlects gntig-rduensj 11 AThemal-Tru Fiber-C:Naic aind:imoethAtiar Witniml lta.4` :8 a4UbCNL9MImf Bqu .Glai 1'u-T«ii2C4^'x.' hYa Yes Nil, NLA S7uWIt+'A$Nrrrca estrravad recite heewwa ra use. ggaii lilki Cuirhprea�L+Edg- F"•Ibergtass. Douala Door eft or sto • Product M95M IkArbr a rNaw PreA_ot owdadan Cocotte EaMrelal Cote in Mwlx 2# d P1tataie .assets Staten A frPg, avnegN olese xY: or DAXp 8 PW3r2l ,l. rpi W-lln ;: WgIr tent Fxed iWnde. hdlVf_iiR5 1- sr*s revs IVA sonOguraaanai 12 1. Therma-Tru Flier=Gaatee..nd S-oth-Su, !J.,mmal 79#39.0&quol;1, i-I mpactili Glared 12f,31232:. No Y'ae hk NIA. Corllpoli Edge FibKgraM Svn ie Door ffrt4rneWOutseang: Xoorfigruabpnj 13 m Thera— F"u-CI-_ _ and Srn-VII-Slar r4-irial 73#S DEquokNorl-Impsc{&quit Gwar».l 72Y31=22 No v.:. rw, NiA. Canpo.w Edge Rberglasi Door+ordr Gdatle(te (J.WpgffAasa r1a Xr;3, OXP4 CO(O oonkg,eretiana} 14 n.. Them»-Tru Fiber C.fassK and Smoae)-Star Namanl 8at39:Daqu;ndMnp-lrn;m &ql Glared 1131rjD.. NO Yea N. WA Composts Edge Flb eglose Sirgie Daaar ilme'/nS}rOalSvring XopAllguFillon'I 15 a ThTru Fewer -Classic and SPnoum-Star Nominal 8ad139:4 &4uaCNan-I mparY&4t#_ Glared 121310022 Fla "Yes NO WA Cfrnp-pat Edge FIM.grass Singer GOP, eadt 244>•.. QQOIr Tea. Vacs le Ma a,rrtunr 'P.o.NTka- 20W, N1 VV'W s and bans r:al.Ogy: Arrroa1 3,rocalagen: Hve'Irebi alder Orrlr;plIli Mtmoct C�oll%&W r i or Lh,dnq k Lt153ni-PIA Pr'erlaris 5ra P'goun Motel. Murlad re Mesas F1S= 0r ,end no ate r_a Flores Dep rrtirnart of Bus,noss & Professional: Regulation Building Codes and 6blindards Product Approval Application Detalt Polar I e t Florida Department of Business & Professional! Ragu►aba1 fear, or2 Bump Codes, and standards Product Approval Application Detaa - _ - eniervl& t�tf 1: S5'�d tali paodrg Lnblra $12 �4 $e Lines t Eayrerra vMml�er YaetlYart gel FiiCAmrawr BataCtaA Pg�tlt �! Yreu ra,wyyurK EndnaMa L1aa1Mt R&C Aabl'Atal Yaitl6itl�ffi YieQMle i tee a� St"Shirrs., Mlbaxn ArSa+rt oral marten H .latch. PE ICNOsfWA lode✓7020 lam W2120 Araroaod RAMaine 2D2D Mt VABd- self Doors ar-sunder !teem Y (ai fl, PE l v=2020 I WWO20 IWI 2020 AM..,.t r',7J:r'rD-33R1 Mew.vr}scNrsxAswa�aonm ,?97r�,t'r-6i."i{ CatnW.WR,iwe'; 1717)3e5.33Ue MamulaeNrsrsAssa,aEem f.'tT)1174r4se ❑aIN,i , Rm.d.rarn vjbcuWa7-raked bslan�rrg(nk.d-mm F as e1. Crrpth- Yrtrad CwNiceAor, Aka: ¢ Letup aay,s1. '4ypilYsr Akrayatcar L'sa Ayilim" 119 Uae fellow DIAW gi amiguAmmum Amrandifrkat AmannUmMin A" DRAW A 'disci rJeF.�Winn a'.arilli EaNkaiem GAY M-Weil Gkvrdm HVNd fturtAnt palatem t98 ifaduKi M6dN. tktllAiK err Mama Prerla[r Cawbtbn In HWZ QVhI1dkh1VW1 at .Pressure. TOa Inv,odrd Caaas n21ierC4 Nat Ywa No .5a"1 1 fa5 PH i3 r 14 ors&atad Gies. 64 IM No YM No .90'1 Florida Department of Business & Prde ullonal Regulation Bundling Codas and Standards Product Approval Application Delall Peg.+ (, I✓..'sTX?1 Ftorlds Department of Business & It"Wawslonal Regutedion BL%I dng Codes and Stands Product Approval AppMcatiat DOW P.aa 9 III 14 1 awmedu liab a PAt seta par. P mm.t lice rat nee go eon rm 7k211 Yabffi amwamm= Q2i Endnex .Wisat Vfl2911Ja. YES$ &2mxd MKWW a n .. 11 MI'NileGan^.e and D1 "rr-isw*' �., rr+0=F a+-vri _ Ul. Ci Limas F€ 11- M idle^^. PE - r»Ys i- taA16r?72F, tie4r2,__ 1011>kZ0-a7 '�7t5R0�i APwEatd lkrarnlarkal ».yJ2p PGT 1,,davres dKia RU9SIya Uhnni [trade Kco- CER A'a.nt D d.11b VAl- 11, 11 l A8r2620 X'a3/202t 4lA i t20:xi Arrrda.d Ce.9ary:'A'e9aMm Tr366-'.,1k .--52f.14 171Y)317-F45e G[apan:e dw+z (9141)48$0100 gealI15.2w aaAcatlelow, tA,ara,: widegteaorat sec SploCatni VLrtfr,s artdaaNltlQpgEkw415tlAesa Carplranct Wadi EUld+n I'lloW eon, r CKrpllanM radii.: Cdeltaaon Use, r "'tN wn Fdce1. R a le-d,Arfiltcrt w a LI'xn..d FI -pia Grr4e _say Erb, --e FLAM- 41d Raducta FL.R_ti iPtrsdutrs iffy,# air selct,ModA. Number err Kim clams. Aasraa® AMEEMAINUM approval for uee RKfat tlntrlgtaon III MVNE (X"tb (!ate gamm ReNdatiall pffiYi®. Uurltt Ataurrttr Ao A.-af LM Aear-ad ry Uae b"Aral ofthan 1 buaLfia Oar Aa Ckuaa acidi`tin4pat AWnttaurn W46ae 0!ar 17.0 Ye+ Yab Yet SPA P -A el"I'a Mm,ar r Watt. Praeuat Da.,:., M." comr- E.aeuaK, err. 1111Ctii Ducat. di fi.,W A Es9fatiA _ r04 %,.t i Au—- 14.111 „ 1ZSf12r 4l No V. veer WA 16 17 p. Therrra,Tru FdW-Cylbc and Elmoda -Ship- q, Therrrm.Tru Fleet-Chdal lend Smatuv+-Star t neC'A i -Parts uope ini XO OX cv OXO errgq;avnnar N.Meell P.aAt3$;68quot•MOr la`PWi&q,Xf r3,lAnd C;arniwsi&i Ease: Pbcsi Double Dar all, or YristoHl. Seek," 0.,urniilOutar ng, XX or €yXXO wn49uraraonat Ntmi,al 53*30,,,8 &quatfaon-Impsad8®urh, opetwe 1213V202.T 1251 NO No VIA Yes aka No NA NA Platte 13epa1anert of Business & Professional Regulation Building Codes and Standards Product Approval Application DetailpW Prp9 art ,WX,2, Florida DepdaAmork of Business & Praflrssionel RogutldDn Building Cedes and Standards Product Approval Application Detail o PP P,ae. nr7 VA'X°'1i Florida DepaDepartmentorBusiness & Professional Ragulatbn Building Codes and Standa rd3 Product Approval Appbcat�l4 Detail Peg.+ ell 10=1 - contpesatw Edge Rberglairs 5m41e Door with - : RAf5t7Y,a5 TraM3om OlX CorRiBuratian) - - - 19 r. ThernnIi PU Froer,,Clasac and Sr1K,oth-Ste, Nor'nt1,R1 8&R"19;9 $qu17tNcn-1RIFMah78g4RX, Opaque 1 A1i„'OD.2 No Yee t'HC fire '. PIuE Ssffi - r 21U 2a Pend. !9 Qft 1i1f gas pate Fermi S' pasiEn Edge Fi-(1- Deems ll mm ;�aC Y ar YAM" FW.BALMW Allocated Saga^ Ebnafr!u r ' cdadd Pkwi,.r atlr:aara VWdar1 Rr' YWiriNBQ Fair` Amawr FW LIad2M d &a_ mm j m nmr •K bwkusAli am YWHaL all PI I.VoXorcvoaTnnalallaterton370anewag'. OIfFC, Ftrka-vl 20:t0 tensor H ad1®tulF3a4 PrwarcCa, snc, v^iced f}IKckm V. AAdreW Tan 3artn ypuir,awn, F> E. O1g5�i 1,3,rru;t D1,pSS0: t �,9 F®G. Air, PP.,Iwnw. 2070 aK- mint Thampmr, i nmF r&iYa P.6 R J KI; PE v°" rin a. DW5/2D21 D2I15i7D21 VZQ212021 0"3r2021 A4praamt R,mstykn 2020 GAIF Mfd,ni aHm RPoan MarMn.n Jthn W. KrsassFWr1. PE OtX2rJ2020 gafil=,.O 10PJ?f'0;4 12,160:420 ApprwM 19 ryD,gr or EUCyJ3 mnaga,reEyors Opatple 1:t3i;2+Y.?.v^ No Yee Nce WA 0ente y; Pens Wells 7W00iS 335S PE 8199z r312)3G11tit6 Car.gory= Panel wrlw i3'.3m)922.. wag Ps.43403 i3131 TG1zsss Category: Rvaang dOW706441i PE50766 (04)713fiia4 conapostle 60ge Flberglere'Silgfe Pepsi with sulaciaorlon: 9dhg 0.e diermaitterPlinIhard Saberrei aka nfArnne _@Nai SIOCkRsar: Asahet,'"One rnatk&alhdxxm ad thimat 0ns nAW0.t YA q XcOk r GXf) Cdl'aeli Vildi EAASI cn Preen torn a e crxn e.erporwa Malhw: Evaualon Report Rare a C,lnpllanrr.alehm: F te, ri. Reprt Roma,. c4ar anus FHOad and Sri Fia411. Reasoned Wetted ra. ucm+rad Flrrkb FlP ido RegidemdA,erritact a a Lluarued F9orid. Fbdda Rtgtar.md Arthiltr t a a borroad FFpdda 20 t Theatre-Tru RiMiM.ClAbeae and SeMOKEU, noet "I lrwwi ;D aqudtNorolrnpsC"elti CrIep e, 123/r20r12 No Yes No NUA F erea-.errs 5,0k, a Prele .-W Egpl m PmOssiiaai EndireK CAurrodael Edge rtwgiaw Single Doorr into FLMaf a[-Rn PF11d.dYy SSdelwa7 Qrry ngV)tHNri X0. O1%a OXO FLlf 51a2.R6 Pr u1, a FIDF52J2Jts i§vwu9. Caahnuuus sicced Arid S01 wnFMurar4a,$) gRann Aaeuraici (IreRo.iaAfaf err. IlrglotM is the Al'RP0al I!I g�nN4elli� Aodered fet L$W &Rum2d fa UM om Rift 21 u. FhaitTla-TN F .GRM1ssb sort Smbcih-oR.A ht 'nap fi3E?g;a agiYR:h" GE07ad 12.3F>2Y'i NO Y� No PJdA # �-set rkl. [Eanhnr a tfaeu - Pr9d1Gl �InWiY r i�il� �aDaNk9l-tits LIIM}'N,E ;NUIOL t'€M RIAM 8sa 9 Aaak � radtl Mer�unr n IYIw PruWrt ceaerr i u, card}aat Esikrrlm DrA OWs1tY hIVNL RaelarY rv� p' ridlwt Yrdaf tia.bKrlbllre �AL2mu)11iiaLi � i bum S"F. Door - Fnarrgkstae Edge Fttergtasa Sklgl �.,a with sideMalsl llnaala'gri7uL�vrrg; XO, OX or OXO 1 Campaaaa lea Sitars - StrSe-*.ercani l.p ni6ly F71_*1f2i,."'d Yes Yem tC.tA H.+.A. .___.._ a. SpuiQ T°u poi; :f.:4b tlM[M cr) Vafyi YAa i-:31f21".�'S r YE9 RO tPdA 1 <.}AP AWn,et RKRY $fiWagri :iblo. l4rIyYIKed. }4BP ate 1iV0d203i F�lindro Flo Y. MIA WA (`onl icMlis ttired arm Sdl s�fig-moire) < HrrtmPlbnsL Vlading ear -•:a ail l.q.. r,p 4:1JR121123 Yes Ywz. uA IVA a ❑ 6grra'.Wlnnee T44.,Are S^T `✓W es sdiobhyl 3da Qmii=3 rap Yee NO NM r,W/FWell.spnaR'YhMgMl bWaN retailer 22 t. Them'a-Tru Hier-Ligastr eutd .3s°-a-.aitf*Elar Noninx6 6039:0 $xil Aiun-1ra 'r0quo, C lon-A in If^'T_< No Yes by NIA 3 C. i'mot,i:"O"Ifel Pnte0kr 94411401. SORr Yenta Soto Vie We 12'r31ft+:L=3 Na Yet Fb WA Com�P®K.suCsilt Edge Ploreglas, Silig€e Door,th 4 J 4.nucr.D83a,d: Samr Vati err saovai WIN 12131,e'Y"1 lab vat Na IVA Sdem...2a) r1n5aMngi'DuXtraarrLa-. X^, OX a GXO s c. &qud YJhetr CaW'q u; SAI Veer Pi -Be. Vmr1 Soya 12.13n.r71Y, 3 W Yr. W WA y^gabnlh3ya Hew and all op>,rguTabayad IYCgryd.'. %.n&q_B."t 'Jtnl or FPA"Ite" 12d'3dF.rPI tA'. /ee F.N WA '>'23 w'nrmerTru Pbwr Claasicbld Slortoa"h's� 140110 € SUMd &gklQCN0ellnpacI&Cum, Ced i. Poor, Fiberatasa Goon Pw'+ee, Art, YErirai 127341:g2e No Yes tea IrIA ShIeWba(s) 0nI"Paroutssnii X11, XYDIa.XX>CX ONNifturstN7ns} 24 K. Therma-Tru Fiber-(Iasuc and "'per SNr NcnilW 159110irD .'paqut I"rit 2,012 Na 'Ni rya WA r. PcA to Edge Fbeeglaer Doerr Panels y re, Yrteted &6IM-0) (thm+Ai,ltdOlulswtlg', XX, XXX or XkLK 251 44%dgUritHYrrA} y... choir. -Tea Ftsar.Cnsald and Smwoth-,:fir Nor»:,4i$E7F:�:RLgL+ot;Nan-rrcytaY.YBquEaf O€aud 92Y31d2pr_1 N4 Yea P4s ra.,rA cm.pos" Edge Fiberglass Chaar Pall kts Ann'Vaated 20 27 xThemra-T,u Pbsr-CAarr.Src arK4.5errss'iih-Steer za. Thnrre-Tmu Fiber-Gasate site 3lrawthSurr Sdakh<e (lean nWOuMwYrtg, X)( XXX or )atti( Wrritigurafi ts) F,EasriroB 8RM3g'.DSgewlkfkue-9n,p',sa,3F.4c Gild Co rposae Eoge FW ein OW Pare xAm vc rted �RdertaipnVoerKy0ute."; KX,xxxorrCx_Y5r aaadigum1porls) Normnat 691039: 8 Squortiorn lrleaotagrwt Grazed 1T,i31'2' 1?t31J21= no Na Yes Yes Pay Fi> NIA. NVA Floddta Deparbnans of Business & Professional Regulation Building Codas a lca Sta rtdalyda ProductApprovatApplicationDetail Papa 1 er 1 Comeorti a Edae FlbergLi a Single Gros Ah WV 1111.0112 - -- - : _MAAM ' r - Srdeliws) 0n-pligroutarrrng', xo. OX a OXO Sr3#t - ErrtAra 211111 US 28 2b TheaniATru Fter Aaesicand Slrvxuth-SYar oonnguratlons} Ndllnnar 68039,a&gt att4an-In(Y3a2qubt Grazed 121311,W22 No veer Far, VA Sul V_ Hauldisi SmeIU En®nen A Nisare yAdlrad sia .Pis Fire Aspr-A $PatakOA °t#B t'vs. 44 +aato'. Comet.. Edge PIANO" Due* Dear walla Frusim 2020 rAMK0 OVlding ducS4 FraLLD_ KVII UM Ro541Nk,nrs.rr Jowl 11'H. Hnr'riakh, PE smnv'123 h1il.3r2o23 ,O.r?.^r7+a '2n a20'.7r1� A,,.-d Pr�1.rvn-t ZT-'7 L'pr ThrTaiaor I ne ,5a 1"hsnp.ai W 1,411ura 3&a�%.0 Sadelpla5 (I natNnQF�a13VMng. ii?�t� Cr.pay: Rce419 c4rtu 32da84i PFdttidF la 1r T76".t# V rt.0% CO-" " TAMC Ch 29 zc TRarFlbd-ClasaicaKadms SYrX-1,->�, rlTTre acr6M88n} FbaVrpi aAt 88N3848q,rOk;tHon•l,dt&gG[aTad 1�1+2Lk No Yes Nu r^k+A auocelw rr: t+Mw+a's+,�cr4r kc**t_,dnn�+irlson CrAp{R4t1a++; a�Cat t.g ga,y: ;Arsorer comet areas i'.[gnpOr'ale Edge FlaxegL,lra Single Doctor w#h WXI D Connpt mc. moo * ErsalaF.m Repeat raen IrNc17a1 Part 01h. Rg K'ng biu., Sow,(, nnsw-youiswergW, oX a oxo Ff.Ln Raged eA APvIAK' are Lain_ c,cenu CaRUltr,ne PA.nncia Ewuagrt, Repgd I-. ONIrg4rafFNrS} i'9Yf.ss'W EweK Paprda R.asttrmd Action or a Lvanbad Fritts 30 ri TlaamaJim Rb€rtAa�ie and SmootiiSfar hkxnaua Cffiat,:.p;i%vquaCNbr�lmp rot Olaml 111.31r20.^1 Nio Yee Nc r'UA Fro+wrlx;anN Engel°e.r CooripoWe Edge Fib rglass Dovibee0tratradth F-a.2at .P1md a 139^ S#ellras re at4rViOutworeg, OUO 0rta11t4AadW .a AtlY'.wrl car r3ea AenOVW For Use c�tllgurntaonp d Pietist dreroelen Ca4aa.t Ealriradon Date CI! 9,:tilk NVHZ fantail EMIR-K 31 Ze.ThNe-Jv Fiuc.a;laame And SmoothZU, foannal 78,11 47 &q,xakidah.i mptirt8quax 5nawer 12.3112 rat Yei rw hale , Fr�ddrea. 1i r'luo- inV srthi Cx,Miroe't. Etas Gland Fibortpp. tangle Loci c4 vethdut 1&C99, 2 Sldalke(.1 (Irresu„gR71A,sYrnp.', )C OX XO or axo Cm,legarations) Florida Departrrient of Business and Professional Regulation Building Codes and Standards Product Approval Application Detail 311512022 FLg6i WR31 Cod• P.itvt ur 2m 20 ISM edits status IM Version Manufacturer Contact E( bjx& Aftl taxi t3Y Valldalaij Submitted Pala Ageroved Approved Revision 2020 PCILYGLA4SS USA Maury,Alpxedt License Jorn W. IW80020 10M,`2 20 M 1211500L'L(i Category. Roiling 59542331330Smalpert@polyglass_Pen Robeft N181'arlen 1{nezeaica, PE Ap=va'd Subcategory: PE° 1es (9541772-6224 111G1i212D Jrlderiay rrsnts Compliance Method: Evaluation Reportfrom a Florida Registered Archirleet or a Licensed Florida Professional Engineer FLAS81 SO A Products guidlidCAMUMM AQ Product Up", Number or Narita Praa# Oerarrliltion I PopyyassRoof Underlaymerts ReoingunderiayRRents IW2140Yt22 No Yes WA +WAf'fi22.5 1 Polyaass Roof UndeAlylgents IHVHZ) Po6glast roar undenaymertt for use In FBC IX23121= Yes NO NJA N+A HVHZ taasdi.'icaes 2 Pdyglass Roof unot"ayeenas(non#IVHaZI PdfygYer" roof wmarlaamerte, for use in 12'231= No Yes N.'A eWAJ•Ci225 1N8C non.HVHZ Axisdktders, 1 Paygtass Roof Unoenaymelts INVHZ) Pddyygglst aroof widerlaymeits Sur use In FSC Ii'23%a'OZ3 Yes Ito WA fUA 14Vk2 j,wfsdtdure 2 Pay0ass Roof Undeffaymants 6rrd iVFlTr Iris' untl Yn s, for use. 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PA 1,1 (D C_ Cn -CD -0 > 2 Simpson Strong -Tie 2020 FBC Approved Products Updated lZidtfi-mp EM= Simpson Strong -Tie 2020 FBC Approved Products updated E= Simpson Strong -Tie 2020 FBC Approved Products updated 121,id""D EZ= Simpson Strong -Tie 2020 FBC Approved Products CD_ o O For direct Inks to Of SST appinivabs Witter mew,.i� For chati inks to as 6ST approvals fired navow, 1-C LE- For dlittf Inks to rul SST appir"s listed below ��A _�-ZLHV•gn. F drent On" to all SST approvals Isted below. CLICK HERE, (D CL CC$ -0 0- For additional Informationmm For redlaithonal Information pilrardli Abridis's Statewide product approval Syvem said MarmClede Counly Notice of AcceVarrice 010A). For rullitillool informanor iogwrIng Foreds�% atatewidt l�rccljrrt Approval Syb�err and Milml-11aill, 1-onrity Ncuo� of Aceptance, (N,�Aj Foolf additional irlormation regarding Flpri Statewide PrOdUlet Approval System Wd KUM4)oae County Nourria, or Arroaritafte (NOA). -0-0 (D 0 CAI CD FLN23WR7 FL#1 0446-RS FL#1 04545-RS .11 HUS, HUSC see" hangers Forrie-frount histrigers available In wkift fulogiii From 1.516'to 3. Cl) 9.116' and heights ranging from 4-5fliY'to 11". Concealed flange (D ProduG Model- Number or Name2MIN ProductDoscricatintin Product Description Product Description version (HUSClavindable, for models having width farrusillo or -0 1 Trillion Saidillass Steel Concrete & Masonry Screw (TTN-SS) 114" diameter Titen stainless steel masonry screw I A2 I , A23, A33, 34. A36 A" Angles 1 BIT, BTB. BTH Brick Ties greater than 3.9/1 6' = 2 L_ 2 A-PA21 APA4r APAA. APVA21, APVA4, ARVAS Outdo-Acents Angles 2 CMST14 CMSTC18 Called! chains 12 " series hringirms Face -mount hangers available, in vvidths ranging from 11-745* to 3- 0 CL C 3 APE44. AP844R, APVB69, APBWP,. APBSaL APBSBR. APEiJUIO, APB1 01 3R, APV944, Outdoor Accents Post Basal 3 CS1 4, CS1 6. CS1 8 CS20, C522 Critied Straps 510" and heights ranging from 9-114"to ILt' 0 LL F LI11119NIII-Rill APV1344R, APIVB65 APVW6R, APV888, A.PV139BR, APV8101111, APV8101 OR 4 CSHP18, CSHP20 Coifed Straps 13 LGJ.13.25-SDS, LGU3 83-�, L01.15.2"DS Face -mount hangers = M 0 = l,,- CU 4 APDJT2-4. APDJT2R-4, APDJT2-3, APDJ1 2R-6, APVDJT2-4, APVDJT-.:R-4, APdVJT2-l5 Outdoor Accents Dock Joist Ties .5 CTS21s Compre5skan Tension Strap 14 LU24, LU26, LU29, LU210 Facti-mount harights, M C) > Jilia aMduct Model, Nuts bar or Name ProductDosorloildort AF%1DJT2R-6 6 DSP, SSP, TSP Stud to Plate fic 15 LUC267. LLJC21 02 Face -mount hangers An -0 E 0 1 SDI 01 1208B OutdoorAccents Connector Screw APHH46, APHH46R, APHH610, AP-11610IR OuldocrAocei Heavy Hanger 7 H 1. HI QA, H2.5A, H3, 1-M, H 7Z. H16, In 1 &S. HI 2, H 16-2S Hurricane Ties 16 LUS sorehangers Facer-mount F-mount hangers available in widths ranging Tram I-W16" to 4- Cn L_ L_ 2 S09112, S09212, S010112„ S010212 Strong -Drive SD Connector Screw 6 APL4 API-6. APT4, APTS, APVL4, APVL6, APJT4 AP,;Tg Outdoor Accents L and T Seam-�o_Colurerr Ties a HGT-2, HGT3, HGT-4 Heavy CArderrii W" and heights ranging from 3` to 10. l5ilir CU 3 Will 12SS, SDG212SS SIF01119-1)FIVID SD Connector SS Screw 7 APLH 24, APLW24R APLH26, APLF-26 R, APLH 210, APLH21 OR OUtdcOrAlt0entS LQbt Hangers 9 H524 Hurricane Tie 17 MGU3.n-SDS, UGU5.25-SOS, MG U5.50-SIDS, MGU15.62-SDS, MIGU7.00-SDS Froper-mourrit hangers !E 4 SDCF22434, SDCF2251 2 SDCF22614, SMF22700 SOCIF22858, SDCF221014 Ssrong-Drive SDCP Timber-CF Ecrew 21 BVLZ Brick Vowr Ledger Connector -10 HSS2SDSS1 5, HISS2.2-SUS3. HSS21-�L.SDS3, HSlA-SDS3 Heavy Stud Shoe 18 M1U Whole hangers Fortill-mourit hangers available in wi:ft ranging from 1.9116' to 5. U) SDCF221134, SDOF221334, SDCF271W6, SDCF272356 9 CRT2Z CH 42 Corrocupledd Seam Ties 11 HST2 HST, HIST5 HST8 Straight Straps I)ir and heights ranging from 6.15116 to IV- VX. 5 SDI-P22434, SDCP22512, SDCP22614, SOCF72700, SDCP2285e SDCP22912, Svorg-Drive SDCP Timber-CP Screw 10 CJT3Z, CFr4Z CT5Z, 4 ET6Z Crinottain Joist Tv-,s 12 HTSl 6, KT,,:--)O, HTS24, HTS28 HT. C, HT -,1012 Heavy Twat Strap 19 WIS26 Mina race -mount hangers SDCP:221100, SDGP221134, SDCF271400 11 DJR14 Deck cost To 13 HTSQ16K.-Z HTjQ2()rK1Z Heavy TwstStfap 20 SUR, SUL SURC SULC series hangers Skewed face -mound hangers available in widths rning Lamm 1- 6 SDHR27400, SOHR27614, SOHR31400, SDHR31614 Strom -Drive SDHR Conflitic,44eall Screw 12 US Dry We, Stop 14 LFTA Light Floor Tie Anchor 906'to 3-9f18r'and heights ranging from 3-1/1 Wto 13-TrE 7 SDS25111 ED625134, SE)S25200, SDS25212. SCS25300, SOS25312, SOS25412. Strong -Dane SDS Heavy -Duty C tleotor Screw 13 FC4 FCS Framing Clips 15 LSTA9, LEA Al2 LSTAIb. LSTA18- L-ITA21 LSTA24, LS�A30, LSTA36 Straight Strap Concealed flarge, version (SURQ SULC) available for allboublis S05255W SDS259i SE)S258M 14 P.14ANZ Foundator, Wall Angles , (3 LSTP9. LS717-3 Straigle Straps 2X and 4X modells; on Y acute flange is concealed. 8 SOS251 I 26S, SIDS2520OSS, SOS25212SS, SDS25?AOSS SCS25312SS SDS Heavy -Duty Connector SS Screw IS GA' GA,2 Gusset Angles 17 LTS20 LTPAU Bridging 21 U serer hangers Face. mount hangers available in widths ranging from 1.91161o, 9 SDWF2716, SCYV%+2720, SVVW2724, SDWF2726, SDWF2730 Strong -Drive SUWF Floor -to -Floor Screw 16 H2A, H2_5T Hid, HI OA-2, HI OS, H 14. HGA 131 Humcane-Ties 18 LT5-12 IITS16 LTS18 LTS20 Light Twist Strap S* and neigh% ranging from 2-5/15"to 11-114' 17 16 14CJTZ HHAI HH6 Heavy Concealed Joist Tie Header Hangers 19 20 1,1G7 11.11,;7.17 lvl*,:;r37 fA$TQ MIST6C. MS772 Medium Girder Taidown Stialgrit Straps FLM0007-RB 19 KBSIZ KneerBracre S,abdlizet Ili LISTAP, MSTA12 YSTA15 MSTAig. VSTA21. MSTA2.4, MSTA30.14TSTA36• FASTA49 Straight Star, FL;11110615�7RS 20 1.30, L50, 1.70 LRO Argiers 22 MSTC28MJTC40 M_`T C52 tvlt-,T(; 56, ly15T,178 Straight Straps 12a Produri Model. Number ar Name Pronduct0esodallitm ZI LCE4 Post Cap I, MSTC4An, 0ASTCA5 Pre Bent Straps spa 1 PirraductDoscricidan I ATM8, ATRItZ ATRstdr ATR3/4 Threaded Rods 22 LS30 LS50 LS70, L-c4_1 Skowatial Anges 24 triSTl26 MSTI3e, MS7148, MSTIW, MST 172 Straight Straps I SA sorties hangers Top flange hangers available in widths ranging from 1-9116'10 7- 2 ATUDS ATUD6.2. ATUM, AT(J7!ll A.TUDq-S ATUD! 4 ATUD14-72 Alurninain Take -Up Device 25 LSC7 Adjustable Stai, Stringer t7crnneitrof 225 fvniSI2, MTS18 MTS18 MTSX MT824C, MTS^ 0, MTS30C M(-drum TwstSlrairl 118RI and heights ranging from 7-131c, 30' 3 UP318-2, SP112, BPI12-3, BP51&Z BP5t" 9P34. SNA-:1 8PRTUD3-4 Soaring plates 24 LS5,;26LZ, -SSJ_46RZL LSW28IJZ. LSS.128RZ. LSSJ.-IOLZ Field AdjustabLe Jack Hanger 25 UCA2x12-12. NCA2rt3-16, NCA200 16, NCA2X12-10 Bridging 2 DGBF sense hangers Top flange hangers available in widths ranging from 3-516" to 7- 4 CNW3ffi CAIWIr. CNWi M,[Vii CNWSM-112, CNVJ39-W Coupler Hul 25 ILSSR1 81, LSSR2 1, LSSR2 57, LSSR2 56 LSSR21[aZ USSR41 0 Field Adiustable Hanger 27 RCVV212, RCW914 "NallEaacinq Iffl` and heights ranging from 9-114" to 24". 5 CTUD55, C-UD55, CTUIMCTUI)n, CTUO76, CTUD77, CTUD67 C-TUDse r-Ti-1097r Coupling Take -Up Dev boo 25 LTP4, LT P.1• Tel Plates 26 RPSIS, RPS.22 RP$28 Repair Plate Strap 3 DGF series hangers Top t1sidger hangers available in widthe ranging from I -112'to 3 z CTUD98, C-UDW 27 ML23Z, liilll_2-Q, ML26Z, ML28Z, ML110Z Angles 19 RSP4 Stud to Plate Connector 518` and heights ranging from 7.114" to 24'. 6 N3, 1,14, N5, NO Heavy Hex Nuts 28 MMH8 Roof Tie Ucerm _Q SPI SP__', SP4L Suli SPU Stud Plate Tie 4 DGHF series hangers Top flange hangers available trivridifts ranging from 1-31`4" to 3- 7 RTUD3, RTUD30, RTUD4, RT(JD4E Ii RTUDO, RTUD7, RTLJD8 RatchetiV Take -Up [&vice 29 NIlAHC Hinged Roof Connector Yr SP4i4,SPHrt SPH8 Heavy Stud Plate Te 5W and heights ranging from 9-114" to 24' 8 TUD9, TUDIO Take -Up Devoe 30 MMLU26, MMLU26.2, AtMLU28, NINLU28.2, VMLU2l0, MKILL112111, M1,41.1.11139, MML0131-1 Face -Mount Hangers 1_,51 SSJ. SS4.5 $Wit Sboo 5 EG5- EG7. EG9 sores hangers Top flange hangers available in widths ranging from 5-114!'to 3- 9 TUW38 Take -Up Washer 31 FSC RSCP Root Boundary flips 33 SrT22,ST292.:3T2122,ST2115 S12.215 Sinaight Straps 718"'and heights ranging from 11 " to 32-1/7' 10 URSS 30frr Uplift Rod Run TedoA" Slyra. 32 RST-3 Root I wDown 34 r' :320 1 R22 7, T [380, 1 B36, T842, T848 1`1354 TP56 T860 larrisior Bridging 6 EGQ series hangers Top flange hangers available in widths ranging from 3-516'to 7- 11 URS4 UrAfftt Rod Run Trackwin Sysom, 33 RTC227, RTC42, RTC27 RTC,44 Rig Id Tte,-zrinecton; 35 'TiV610 71ll TW614 ihirliBrarring Ifir' and heights ranging from 11,114'to AT' z 12 URS6 rildi" Upirl Rod Run Tedown Sffevin 34 STC STiCT ETC HTC4 Truss Cips 36 %1r3T VGTR VGTL Vs riable Pitch Girder Tredriva-i 7 GLS series hangers Saddle hangers avistable in vAtOs ranging from 3-1 W to S-719' 13 LIRSO 314" LJRI!ft Rod Run Tedown Sylserm 35 TC37 TiC57 Truss Jack Clqy-, 37 vvrFIrf) .14�,143C 'Alaill Spacing and heights rang" From S- It2' bra 28" W Z2, Zll, Z44 Panel SWerner Clip- 8 GLTV sedan hangers Top flange hangers available in widths ranging from 3-114" to 7- 118" and heights ranging from I I " to 32'. FL#10441-R6 FL#10531-R5 0 H8 sores hangers Top flange hangers available in wultinar ranging from 1-9119'tD 7- FLA010447-RS IY2" and heights ranging from S' to 30' ,-Ml Product MOW. Number or Name ProductlDesorliAton Sea Product Iflardel, Nurn bar or Name Product Description 10 HGLS series hangers Saddle hangers available in wittirs, ranging from 5-1 IW* to 5-710' W 1 DTT2 H.Id-down Sag Ar Product Model, Number or Name Product Description t CBH2 !7xS 5, CPH2 370 63, CSH2 17xg75 concX-Wed hangers and heights ranging from 10- 1 Z to 29'. 2 HOC1 014, HDC1 Hold down I Ai Adjustaoe, Hip -End Corinei LU, DHU, DHUTF series hangers Face mount (DU, lJHU) and top flange (DHUTF) hangers 11 HGLT set was hangars Top flange hangers available in widths ranging from 3.114" to S 'I HDQ8. HHDQi 1, HHDO14 HOW -down 2 C_1zC2R-S0S3, D�2L_S0S:,3, DSC5R5inrS3, DSC5L-SDS`, Drag Strut Connectors available invvidthsranging from 1-9016nto 3-54116'arld heights 718" and heights ranging from 7-112'tc, 52' 4 HDUZ HIDLA. HDU5, HIDU8, HDUI- HDU14 Holddowir 3 GBC Gable Brace Connecter carigir3 fromg-11s, 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7. 5 HPA28, HPA36 Strop -stria plurlin ardhor 4 HCP1 81 r H;;R2, HCP4 Hip Lorrelr Plate 3 HGU3 63-SQ-8 HrU5 25-SDS. H(_'U5.Q-SDS. HGU7.C1J_SD$, HGU7.25- Face -mount hangers IW'arrd heights ranging from 14` to 33' a LSTHDi LSTHD8RJ Scrap -style boxi-down 5 HHRC2-2, MRG42. HHRC42,7 HHRG4!I 61, H"RC44. HHRO5 251`3 75 HHRC5 77t2i IZ Heavy Hid to Ridge C-7onnectiors SDS, H'u U9 CC-SES 13 HIT senes hangers Top flange hangers available in widths ranging from 2-511T to 3- MASH. MASAP Foundation anchor strap 144RC815 4 HGLIS series hangers Face -mount hangers available in wdth% ranging from 1-518' to 7. 9016"and heights ranging from 18" to 28', a MIPAI32, MPAi" Sirap-stile purlin anchor 6 HRC1 81, HRC22 Hip Ridge Conrieutur $ff' and heights ranging from 5-5116" to 12-7413" 14 HUSTF series hangers Top flange joist hang" a, usable inm*ft ranging from 3-1 ta" to 9 PAIS. PA23, PA26, PA36 PA51, PA66 Sus,) -style purlin anchor 7 LRU26, LRU28 LRU2 10, LRU212 Rafter Hanger E, HHOUT, "25-SAS HHGU5 50-SDS HHGU5 62SDS. HHGIJ7 00-SOS,HHGU7 25-SDS, Face -mount hangers 39/16'iarrd heights ranging from 5.3!S` to 13AW' 10 PA118, PA123 PA128, PAI35 Strap -style purim a-hor a LSU26, ILSSU28 LSSU210 Light SkpableltSkctmibe U Hanger HH(,1J9 03SDS 15 HUFF HUCTF series hangers Top flange hangers available in wcIfts ranging from I -911fr to 5- 11 STHDIC ISTFID10R.1 Strap -style hold-clortlin 9 TBE4, TSE-f Truss Bearing Frilharcet 6 HHUS213-2 HHUS218-2, HHUS210.2, HH11846 HHUS48 HHUS411) HHUS5 5U10, Face -mourn[ hangers i12'andl freights ranging from 3-711 tr to 15"Concealed flange 12 STH01 4, STHD1 4RJ Stop -style hold-down ID TC24 TC26 TC28 Truss': Clap HHUS7 25110 vermom MUCTF) available for all models having width equal to or it T HA29, THA2113, THA218, THA218-2, THA222-2, THA413, -HA418,FHA(A18, THA422, Adl usti T risis; Hanger 7 HSUR, HSUL, MSURC. HSLILC Series hangers Skewed face-frocrunit hangers availabut, in w&hs ranging from 3- greetterthan 2-Wle'r THAC-422 THA426 THA4W-2, THA42&2 Ifl?" to 5-118" and h"4% ranging from 4-Xit" to I5-3l4'. 18 HWP series hangers, Top flange hangers ardsitrialls in widths ranging from I -0118"to 7- 12 THA" 81122, THAl2 061--Q, T4AI2 1212, THAI2222, THAI122,THAJ i522, THA1422 Adjustattla Truss Hanger Stred for i.,lorsh; Concealed flange version (HSURC, HSULC) available for all Ilff"and heights ranging from 5.3P8'to 26' 13 THAL422, T"AR422 Skewed Truss Hanger double 2X and 4X irrocii only acute flange is Concealed 17 HWPH series hangers; Top flange hangers available in viridtful ranging from I -9118'to 7- 14 THJA26, LTHJA28. LTHMA Multiple Truss Hargetti a HTU26. HTU28, HTU21 0, HTU26 2, HTU28-2, fTI-1210 2 Face -mount hangers 11" and heights ranging from 5.V&'Io 32' 15 THJM2-4-SDS3, THJM2-5-SDS3 THJU29, THJIJ26-W Muftil Truss Hangers 9 H U. H UC series hangers Face -mount hargers, available, in widths ranging ftom I-91161rd 7- 18 ITS series hangers Top flange hangers available in widths ranging from I -W16'to 3- 10 TSBR2-24 Truss Spacer -Restraint 112" and hilights ranging from 2-716" to Concealed flange "" and heights ranging from 9.116'to le' 17 VIPA:2- VPA25, VPA3. VPA35, VPA4 VariablePitch Connectors version (HUC) available for all models having width equal or 19 J3 series hung" Top fWager hangers available in width Dfl-Ig'18" and heigints IS VTCR Valley Tiusp Clip 1 il lL0021 greater then 20 MA hangers ranging from &W to 7.14' Top1 Top flange, hangers 0 e` heights 0 HL1CQ1 61 19-SCSHU= 8 I SDS HUCO21 D 2-SDS 0 3-SDS, H LJCOal 0- SDS, HUC0410-SDS, HUC04112 SOS, WJCQ5 25A-SOS, HUCC5 2&11-SDS, HILOCC610- Face -mount hangers series available width of -9111 and n ging froring-316"Ific, i3-IW' HUCQ612-SUS VIRTUAL aete,6 ;a0 d virtue 0 ians v \0 11' py,23uu Klahr for icomptia Anne bra by Debra r elation Simpson Strong -Tie 2020 FBC Approved Products Updated 12r4w.1020 EMM Me- Simpson Strong -Tie 2020 F13C Approved Products Updated Simpson Strong -Tie 2020 F13C Approved Products Updated l2r0W20 24 Simpson Strong -Tie 2020 FBC Approved Products Updated lZrAI2020 For dinrict Inks to at SST approvals Filed brolow. I For drool In'" to of SaT approvats Ilited belay, ,� �,CK ta-L For dfroat Inks lo all SST aporoval& ItAod below, r1L?:1:LUM_ For d1i InO to all SST approves Wad dielcrvv_C.I HERE For For additioull infouration regarding Fidifidars Sidenvidle Product Approval System and Mares -Dade CdUnly 140" of Acceptance iF*A). CL&b HL3 For addto*] Motivate- regarding Plorclarr Stairewide Product Approval Ststem and Mem-Dedde '�,Arriry Notice of Acceptance n"E tilqL For additional nformaacc rellardint; 'lauda s Staae*idt Predict Adirtd Ssaim an-d Mark-Eralle County Native of AcuspLance i,40Ai. tlli_� rix additional inklimateon regarding Flordes, Product Approval Snivaint and Man -Dade Citarripi Wdrar of Acceptance *0AICLACE HEELL 21 LB series hangers Top frariffe hangers available rin width of 1-9/1 6"and heg-45 FL#1 146"5 18 S1i-BVI.56, 51,11-13VI.81, 5,LBV206 S1LEV2 37, StLW2,56, S?LSV2.CZ, SILDV3TI2, 'up F large Jorst Himgws 5 SET_XP Ad hewe Arohor for concrete ranging from 5.3f8" to 15-1 W SfLBI.13 58. &1LGV3,62&ILBV4 013 SI-TA14 12, SILB1,14 28. SdLBVT 76 SA-RIV15 6D 6 Strorg-ack 2 (STI32, STB2-4SS, ST 824SS) Strong-LNA 2Wedge Anchor for in carbon 22 LSAZ series hangers Top flange Mangers avival in width of I -P!1 6" and heigits Product Model. Number or Name Product Description 19 Sill-TT1.0 StUTT24 5lHTT14, H[T ril HTT 5 Hcldoein5 steel and Types 304 and 316 stainless sinsal ranging from 9-N116" to mile, I HHUS210-3 HHUR210-4 Joist Hanger 20 SiMS760, SPv[ST72 Straps 118 mil (10 gal 7 Town HD (THC-H, THDHMG, THD-R4S$, THD-H8SSTHDY_S. T4D-CSSSS) Then HD Heavy Duty ScrewArichrorfor concrete and masonry 23 LEG3, LEGS. LEG7 series hangars Top flange hangers available in viridthis ranging from 3-1t4'fro G 2 HRS6. HRSS. HRS12 Strap Tits 21 SP4 SP6 Stud Plate Tres available with box head in carbon steel and Types 304 and 318 7i6' and heights ranging from Who 3 HUC42104-SCiS, HUC-0-210 3-SDS, HLCQ:3'10-SIDS Joist Hanger 22 `SP. CSP TSP Stud Plaits Tin stainless steel„ of with courflorsu nk head in carbon steel and 24 MLG5, MEG7 series hangers Top flartler hangers available inwildths ranging from 5-114'110 S= 4 THG82 TI-1-:133, THGBH2, THQUH3, THGE1114 Joist Hanger 23 qTC DTC Trussiclap Type 316 stain Less steel Cn 718" and heights ranging from 9.bo 32-117' 5 THGQ2•SDS3, THGQ3SDS4 5. TH3042-Sr-M. THOQH"DS4 5 THGOI-14-S13SS Joist Hanger 24 7RD22 Truss Bract, Diagonal a Tilten HD Rod Coupler (TI-1037634IRC, TI-IN1 #41FIC) Then HD Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in width$ ranging from 1-9/16" bo 5- is THGW3-3, THGVVv,-4. THOW4-3, THGW4A Joist Hanger �v TJC37 Truss Jack Connector 9 Tnien HD Threaded Rod Hanger (THDB2515BRH, THD837158RH, TH037212RH. Titan HID Threaded Rod Hisingerfor concrete 1/6'and heights ranging from 92/4' to 24" TH050734RH, T14010212RH) 26 PF, PIPS, PFDB, PFDSB sales hangers Top flariffe hangers available in voldin or I-WIV'and theignts 10 Wedge -AA (WA) Wedge -All Anchor for masonry ranging from 3-3I8'm 7, 118" FLAII11473-R5 FLfiti 312!L-115 (D 27 RR Ridge talk- conrecto, 28 VP sores hangers Top flange hangers available in vAci ranging from 1 -WI6" to 7- Product Model. Number or Name ProductDirfecriptiom kaf Product 11skideft. NMM kkr or Name f!mduct DiascElpt 2n FL#162306RS I t8" and heights ranging 9-114' Ill 32". 1 EETAL20 Double Embedded Truss Archco CC)OWL'2-SDSHDC-,CCQM4.82-SOSHDG CCQM550-SDSHDG CCT1_)fl4J62-SDSG Masonry CC$ Caps 2 FC-TR, F-GTiHL. FGTRHR Girder Retrofit A richor OCTQM4 S2-SDSG r_CTQM5 50 SDSG, CCCON13 8Z-Srt%G C0CQM4,62-SDSG, Spa EM12922rdw= Hid, H18S H'6-2 H16-2S Huii I red cx;Cc his 50 SDSG I AT .,':P AT-XP High -Strength Acrylic Adhesive for concrete or nearsormy FL*10960-R5 4 HETAII. HFTA16, HE7A20, HFTV24 HE rA40 F rnbeddro 7 rusA Anchor FC� C LQ M3 62 G *T, F CC L 1-IM 4 61-_G - KT. EC C LOM 5.50 C, - KT. E�. C I LQ.MC_J 62(, KT, Masonry Pw Ga de; 2 ET.HP ET44P Epoxy Adhesive fix masonry 5 HETAL122, H177AL16, HETAL20 Embedded Truss Anchor L-CCLLQML,4 ii LCCLI-Q1,101, 5ZiG-KT ECCLRQMU�,h2G-Kl, LCCLRQMD4 3 SET-XP SET-XIrtHigh-Sitrangth Epoxy Adhesive for masonry 121119 Product Model. Number or Name Prodgiggg&MM 6 HGAN110. Wg Masonry retrofit Connectors KT, FCC LRQ rAD5 51 4 Strong -Bolt 2 (ST62) Snoing-Rok 2 Wedge Anchor for manorary, lot I ABA44 ABA44R, ASA46, ABA46R ASA06. A0A66R Adjustatre Post Base 7 8 HHFTA16 HHETA20 HHETA24,IHHETA,40 LGT2, 5, LGT4-51?S3 Heavy Rnoc-ctclerdl Truss Arechor Girder Taillarvirt. 3 4 HGUNt' 75 HGUM5 50, HCiUN17 OD..]HOUMT, 25, HGUW 00 L G U M 20. 2, 1 u50,426-4, LGUM28-2, LG 3JIM2645 I.GUN-128-4, LGLIM2110i Heavy fyaso,rY Hangers Masonry Bireant Hangers 5 6 Teen 2 (TTN2) Trash HD (TH&H4SS, TH 0-HOSS TH D-CSOSS) Titan 2 Screw Anchor Corticarde Titan HD Heovy-Dury Sonsw Anchor Wconcrete avallable In 304 2 ASIJ44, ABI.144R, ABU46 ABU46R, ASU5.5, ABU5.13, ASU85, A811.166, ABU56R ABU88, ASUBOR, AaUI010. ABIJIGIOR, ASU1212, ABU1212R Adjvstatile Post Base 9 _GT'_SDSr) LTA2 Lateral Truss Archon _GUM2,C-3 LGU!Y148 LGJM41C or 316 stainless steel witin hex head and 316 stainless steel with 3 ABW44Z, ASW441RZ, ABW46Z, ABW46RZ, ABWWZ, ABVMRZ ASW77 Adjustatle, Post Base 10 META12, META16, ME7AI8. META20 MFTA24 ME-TA40 Embedded Truss Anchor far 5 MBHA3 12ig 25, M. SHA3 12111 25, MEH A 3, 560 25 NISH A-3 %tg25, NISHA3 56f 11.2-5 MBHA3 56111 88, IABHAS 56M4, li 5SH6, u1SHA3 56'18, MFJ-1A5,gC1f7 25, Masonry Too Flange Beam Hangers 7 Trillion Turbo (TNT) catintermunk headz Titan Turbo Screw Anchor for 4 AC 4, A04R, ACE4, ACO, ACeR, ACES Post Cap 11 MSTAM24, MSTANM6, MSTCMi NWC1lM0 Strap Tie Mationry concrete or masonry V J 5 BC4, BOAS, 3C4R. BWBaR, BCS, BCS2-214, MMZA6 most Cap 12 MTSM16, MTSM20, HTSM16, HTSWU Twist Strap for Masonry LMHAf> 50ig 25, MBHA5 Sail 1 25, VISHAS.600 1,88 MBHA5 50/1 A MHHA5 5&15, 6 CB44, CRO, C348, CfW. CM EmboddNet CzIumn Faso MSHA5.50i(18 CU 7 CSSQM-S0SZ CBS046-SO62. C6SQSS-SDSZ CS"6-SDS2, CBSQ8&SDS2 Embedded Column Base 6 IABHU3 566,26, MBHU3 66`1125, 1413HL13,661 1,88, NISHL13,66114 T08003,56116, MEHL.3 5,SP18, MBHL)5 53M9 25L kEIHLj`c.5B`1 1 ?5, be/I I flS rveripli dC114' Masonry ern Hangers FL#16937-R3 > 8 CC. Erb, FXU Series Bolted ,zlumn capet with W1 ranging from 3,iA" In 9-l`7 and UJILU&M 'V8HUb rilli ranging trDir 34"" to 7-10 MSHU5,30,016, ffi ProductMooll. N unit Der or Name, Product Description 0 9 CC0_q)S2 5, ECCO-:= 5 Sores Saawad cold mn cap% vwdh V,11 ran ging from 3_1 lV4 to 9_1 Q and ASIA Pf*Aw Modal. Nunes wazName BA9102222=11211 1 X3481016-5K XISIDIS, X191 016-4K X01S11016, M181 01e-41K 810.16 Strong -Drive X Metal Sell -Drilling, Topping Scrows with #3 16- W2 ranging from 3518" to 7-112` 1 E)TTIZ Dock Tonsion Tie 01,111 PON* > 0- 10 CPT44Z, CPT6137. CPTMZ Concealed Post Tie Base 2 PD12, HD I Spired Holdovivns FL#1 3076-RO 2 XL0114TI224, XLQ1l4G1224.2K 412-24 Strong -Din voXi. Large -Head MrstallSelf-Drilling.TrappirQ CD_ 11 EPi EPB44r EPB46, EPBW EPS47 Embedded Poet Base 9-bedded Post Base 3 4 HMB. H06S HD76, HD96 HTT4, crf. l-ITTS-SM Bolted widowns Tersiar 7,e. Sort N Product Model, Number or Name Product Description 3 XMQI14SI224, XM01 1401224.2K Sonella with #6 Drift Point and Large Diameter Hex Washer Head fill 2.24 Strom Drive XM MediumWeand Moral Self -Drilling. O < 12 13 LCB". LCWO Embedded Column Base 5 LTT1 9, LTT 208, LTT131 Light Tension Ties 1 SLYA,`223015, SG04223M, SDO=438, SDW22458 SDIA=15010, SDVP_�li SDIImew. Strong -Drive SOW EWP-PLY and. TRUSS -PLY Screens Tapping Sclarvies. voth #5 DF41 Point and Median Dinumarter Hex 14 LPC4Z, LPC6Z Light Post Cap SDW7i11r14 4 XQ1 14S! 224, XQ1 1 481224-2,5K XI 14 S1224, XQI 12S1224, XQJ 1281224-2K *12-24 Strong-Dirrvis X Metal So#-DrArQ Tapping Screws with 05 Dolt Point 15 MPB44Z, MPB66Z MP888Z Moment post Base 2 5IDV%`1015450 SOVOCISSOC Sidong-Drive SOWC TRUSS Screw 16 PB44, PB44R, PB-ft PEW, PB;%R Embedded Post Base Flffllf2 Rl!i I SD',,AOHI940CDB, SUWs-419 Z_lQUrb. SU`iNH161I000DIg Strong- Urivar SLWH TI MBF:R-H li)(Scrow 5 XU34S1 015, )W3481016-5K Metal Self-DT01ing„ Tapping Scristrawrth 17 PSS44A, RBS46 PBS555 Embedded Post Base 4 SON-4274COC, SDWH,17W,0�3 SD%"278CK)C4 :3F)WHI271I0[ i, SF)VVH2712WG Strong -Drive, SDWH TIMBER-HEXHOG Screw #1 Drill Point is IoElve, PSV'0 Round Post Base ULU= ProdyatDoscriation A, 6 2 SDV`0`Si6212. SDMIS300. SLWVS1di312, SDM76400 SOWS19600, SOY431 971Z SDAS22400 SDWS22512, SEY4`3 223Xj Sarong-Drwo SOWS FRAMING Screw s Sfrong43rve SOWS TIMBER Saerv; Grade) 0 19 PC44-18 PC46 16, PC48-16 PC84 'dr PC. "16 EPC44-16 EPC46w18. EPC48-18, Post Cap 1 S85iSx24, SS7lr8x2* SB1x30 S5 -Jo, Both; (Interior EPC84-16, FPC68.16 2 SSTB1 6, S5T820, 5STB24 S5T825, SSTB34, SSTS36 SSTB1 6L, SST820J, 5ST1524L. 55T 6 Archon Sots SaAs-sco, tADW,',229M, SrlM221 CM, SDAIS221 !C0 SITWS721200 SDVWS221 500 FL#3532fi-RO M PC;4Z Pcli PCW, "RZ PCU, PC8RZ r=FGIZ, EFC4RZ. PPC6Z, EPGdRZ _=FCvIz4 PostCapSSTB28L 7 SDVV_1=3UQD8 50`04,-:772400013 SUWS"'25UQUB SUWS�-'18GUUS, Strong -Drive SOWS T IMSER Screw (F-Aeria, Grade] Epi 3D`v`WS'221 00008 AW Product Model. Number or Name Pmduct Doschation 21 FP844-4Z PFB448Z Post Base R SDWS2231201319, SD4.Z`i.Z5T2UE1lg Cv door Accents Structural Wood Screw 1 OSSCW-5 DSSC846, oSSCR48, DSHS Bypass Framing Drift Strut Connector 22 IRPBZ Ratioft Post base FL*l 3M-R4 9 SDVVS73CUSS, SOWS27400is�_-. St. S2"Allit�'SL SDWS21600SS Strong-Drere SOWS TIMBER SS Scrent, 2 F-C643.5, li rCB47 5 FCS49 5, FCB411 5 Bypass FrarmiN Fixed -Clip Connector C0 SDWS2711001Y.S, StYWS27,20OSS 3 FPHSD3451010, F]PHS03481018, I"PHSD34111016-5X FPHSD34S1214, #10-10 and #12-14 Strong-Drere FPHSD Fr3ming4o-CFS Self- Sm X Product Model, Number or Name Product Description 10 SDVA1134130 Stor-g-D,pj@.SU,�'SOLETO-RIM Screw FPHSD34B1214, RPHSD34B1214-,5K Drilling, Tapping Screws ICU I OMST12 CWT14, CMSTC16. CS14, CS116, CS18, CS20,CS72 Cored Straps 11 STN22 Outdoor Accents Hati-Hoad Viralmor 4 LSFC2.25. LSFC4 25. LSFC6,25, SFC2 25, SFC.4 255, SFCd 25 Steel Flarritrig Connector M 2 HRS6 HRS5 HRS12, FHAS, FHAQ FHAl2, FHA118 FHA2Z FHA30. Itrl!"5126, 1`057136, Straps 97 mil (12 g a) 5 LSSC4 25, LSSC6 25, SSC2,25, SSC4 25 SSC6,25 MSSC2.25, MSSC4,25 MSSC8 25, Steel Sued Connectors Product Model. Number or Name Product Description POST14Z MET181). MST172, &VIST27, VMST37. SIMST48 FL21S363-R3 6 MSSC4.25KW, MS5C6 ' .15KW RCKVV3, RCKWS 5, RCKW7 5 RCKVVSS RCKM,69 Rigid Knee Wad Connector I FJA, FSA Foundation Anchor 3 HTS16. HT=, FfTS24, HT-S-28L HT��30T HT-S-30C Heavy Twis'. Strafe; 2 FRFP Fiat Retrofit Foundation Plate 4 LS7A30, LSTA36, LSTI49, LSTI73. VISTA9, 1,4STA112, USTAI 5, MSTA18, IvI5TA21, %STA24 Straps 41 mil (I A gal 7 SOB43 5, SCB45,5, 90847 5, SCS40 5° SC6411 5, MSC845,5 MSCS47 I 6"Iss, Framing Skle-Clip Connector 3 GH46-6. Gl46�8, 31,14". GH48-8, GH41 D-6, G""'-'r G6&"GHSd_' GH68-6, GH68- Girder 6 SI LSTA9, LA12 LSTA16, ILS-TA16,LSTA21, LSTA24, STM4 ST2122 ST2116, ST2215 Straps 33 mil (27 ga) -8, E2911ZOMEIII1120 8 K532-1-97, SCS62.6W. SCS62 51118, SCS62-61118 Bypass Framing Connector Des. 8, GH610-6,1311610-8 6 LSUSH3,25 SUBH3 2a1, MSrJBH3 25 BfidgingCoinector I AS AS ASIsSio 18 gia Truss Plains 9 5=315, -*CW5.5 Head-of-Wa0 Slide Clip Connector 4 G1.5tilk, 01_55Bt GI.UtiC. Gl_86D_ G-137A, G-1.678. GL67C- GLB7D Qlatand searing Pig to 7 LTP5 Lateriat lie Plate 2 AS 20H$ 20 gat High Strength Truss Plate 10 SJC8.25, SX1025, MSJC8,25, MSJC10,25 Steel Joist Connectors 5 GLBT512, C-BLT812. GLPT516, GE]ILT616, GILSTS20, ORLT520 Giulam Sealing Plain e LTS12, LTI-16, tTS18, LTS20 Lightrwist Straps 1 AS-20 20 gra T; utts Plate 11 S$83,518 Bypass Framing Slikki-Chip Street Cortirrectur Ca 6 HCLSA, HGLB81 HGLBC, HGL6D Heavy Glulam Building Plate 9 1111 WTA36 ST6215, 51`6224, Sig, ST1Z ST18, ST22, MST"2 , MSTC40. MSTC52 Straps 54 mil (16 Vjt 4 ASHP Hinge Plate Cc niterAor 12 )(L5H3451414, XLSH78E1414 #14-14 Strong-UnvalX-SH Shouldered Self-Drifirri Tapping 7 HGT-2, "01-3, HOT-4 Heavy Girder Tiodcwn 10 USTO66 . MD-TC78, ST82 is Straps 6! mil (14 ga) scrov'a; LU 8 UFF10-SIDS3 Universal Foundapon Plate 11 MTS1 2L M7S' 6, MT516L MTS20 NES30, NIFIS24C, MTS30C Medium Twist Sroms 13 XCIS101 6, X01 91016-41<, MI $1214, X0101214-3 5K, X078SI224, XQ76SI 224-3K, 111 912-14 and #12.24 Strong-Drye X Metal Self-Dinfing, 9 URFP Universe I Retrcft Four distrait Phrus 12 SiBi Stri drrS2Ji S162 37, S1152 56, Si VS-112, S'W'56, 5;E3.621 WEA 06, Top F7i3rgeJoist Hangers FL#15730-R4 X01 14S1224, XQ1 1491224-2 SK XQI 12S1224, X0112BI22-4-2K, )(34131018-SK X1 $1018, X1 8101 84K, X1S1 214,)(181214-1 5K Topping Scriewai < 13 SM4 12, SOB4,2tf, 5184.75, 5JB5 SU SA2 1 U, SiDA2,12P 0, Sr[A2l Z1 2, a5A2 12114, SiDAr.1 s/8. WBA4. 1 Sil C, Top Flarge Joist Hangers SW Product ftidiff. Num ber or Name ProductOrscirriptign z Si 1W12, SiUA418114 . ET -HP Adhesive Anchor for concrete 14 SrHIA 11qfHDI0Fj, HurroanoTal, S GAC, GOP, GOON-50, r-Drilli GUPM- 100, GDP$, GW50. GW. 75, GW- lrjO, GTH PDPA-K, PDPA-4a. PDPAT. Pf)PAT-K PINW, PINVVP, PiNiNP-W POPAM.. fasteners and assemblies Powder Fasteners is 16 SHOW llvitoaM SIFID10S, S1HDi55, ShIDiSB S,4HDU4, S1HDU6, S1HCtg,S7HDU'1 Habowrs Holdorvhs PDPA PDPAVY'L-MG, PSili'Lli, PSVL?,-K PCLDPA, PECLOPA PTRHA34 PTRHA4 -actuated threaded studs. and assemblies _j 17 &H,CT Jost Hungers 4 SET-3G Adhesive Anchor for concrete SHEET NO. March 15, 2022 PA 1.2 __L_JL JL I HIAMM XnX%[l-DAD3E C 01MITY PR0DVCTC0V=0L SEMON 113:05 SUI 26 Sww Room -101 D EPA XTU LNT 0 F RE GUM AT ORY AND 1C ON O&n C MOU I K E S Ot M) Nt=m Florib 33,75-:474 130A" A -NO COVE AVICKNESTRAMN DIVISION (77K 311-1590 F (726) 315-2590 .NOTICE OF ACCEPrANCE PGT Industries. Inc. NOTICE OF ACCEPTANC E: EA-IDINCT SUB-MITTED 1. Eiideact submitted under previous NOA A, DRAWINGS JZGI Indusmiti, Inc. NOTIC E Of ACCEPTANCE: E'VIDENCE SUBAMTED B. TESTS (continued) PGT Industries. Inc. NOTICE Of ACCEPT.kXC1: EVIDFYCE SUB-AUTTED D. QUALITY ASSUILkN CE 1. Miami Dade Dqmnrw of Rtgulatory and Economic Resources (RER). PGTIndusaits.luc. 1070 Tttlm*gY D&t, L 'Manufacturet's die drawings and sections, 5. Test report on 1) Air Infiltration Test. per FBC. TAS 202-94 North Venice. FL 34275 fSubmifted nnder_V0.4.2V& 11-010' 04) 2�� Umfonu Static Air Pres�ure Test. per FBC� TAS -10-1-94 -S E, \IATERIAL CERTIFIC ATION Scon: 2- Drawing No.'MD-55"O.O. titled `k7ur4 Shdmg Ghisss, Door NOA (LM)". sheets 1 3) Water Resistance Test. per FBC. TAS 202404� 1 . Notice of Acceptance No. 1"528.14 issued to Vision Extritsion Lunited for their This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Ibe t hrou gh 2 1 o f 2 1 � prepared by manufact-tiref . dat ed 14 0 0 5 � I S. �,v itb wn sion A d a t ed 4) Large Missile, Impact Test per FB C. TAS 201-94 * 11-hite Rigid PVC Exterior Extrusions for Windows and Doors". dated 0&"l 3/15. documentation submitted has been revmved and accepted by Nfiami-Dade County RER -Product Control Section to 04, 05� 17, signed and -sealed by A. L-v= Miller. P. E. 5) Cyclic Wind Pressure Loading per FBC. TAS 203-94 expir* on M,3019. be used in?Nfianu Dade Counry and other areas where alla%-ird by the Authority limme Jimsdictrott (-AIU) 6) Forced Entiv Test, per FBC. TA S 202 -94 2. Notice of Acceptance No. 16-020.08 issued to Vision Extrusion Limited for their VE This NOA shall not he valid after the expirawn date stated be", The Nliam;-DadeCounry Product Control Section B. TESTS along %vith mariced-up drawings and installation diagrain of vinyl sliding glass door. prepared 1000 Tan 202 and fighter, Shades (Non-NMte) Rigid PVCExterior Extrusions for (In IN11amtDade County) anclorthe AHJ (An areasother than -Miami Dade Counry) reserve ,he right to have this st, perF5C. TAS10-1-04 I . Test report on 1) Uniform Static Air Pressure Tef Fene by -stration Testing Lab. Inc_ Test Report No. FTL 8549. dated 110615, signedand 'Windows and Doors". dated 11`0816. expiring on 1129," 1 product or material tessed for qualityassura=epurposes. If dais product ormamial fails, toperformin the accepted 2) Large Missile Impact Test perFBC'. TASS 201-94 sealed by Id almi,, Ortega. P E � (Test repov revised on 121,044 5 and 02111 F 16) 3. Notice of Acceptance No. 1."528.15 issued to Viswn Eximsion Lbaiited for their nunner. the manufa ef will incur the ev4xnse of such testloll and the ARY may immediately rev oke.wodity, or 1 - 3) Cvchc Wind Pressitte Loading per FBC- TAS 2033-94 6, Test'report on 1) Air Infiltration Tesa � per FBC. TAS 202-94 Coated (Painted or Laminated) White Rigid PVC Exterior- Exti-Itsions foi- suspend the use of such product or material witimi their jurisdiction. PER reset-ves the right to revoke this acc eptance. if it is detet=ed byll-fianii-Dade Counn, Product Contri Sec non that this prodw t or material fa As to along with marked -up drawings and installation diagrain of �;,uiyl sliding gla&s door. prepared 2) Uniforut Static Air Presswe Test. per FBC. TAS 202-94 Windows and Doom—, dated M-1 3115. expiring on 09130.: 19. meet the requwameats of the applicable- building code. byFeriestration Testing Lab- Inc.- Test Report No- FTL 8717- dated 12 --07;4_5,sigiied and 3) Water Resistance Test. M FBC. TAS 10-1-94. 4. Notice of Acceptance No. 16-0712.02 issued to ENERGI Fenestration Solutions USA, This product is apptoved as describedhetemandhas beendesigned w complywith the Florida Buildum Code- sealed by Idahnis Ortega. P, E. (Test report revistd on 0`15 � 16 and 0224 16) 4) Largelklissile Impact Test per FBC. TAS 201-04 1w. for their -T.kN,' 3040 and Lighter Shades (Non-AAltite) Rigid PVC Exterior gh Velocity Hurricane Zow. 21. Test report on 1).Air Infiltration Test- per FBC. T.-kS 20-1-94 5 Cyclic Wind Presswe Loading per FBC. TAS 203-94 Ein-usions forWindows and Doors" dated 09,14i,46. expiring onO2104-121. DESCR1MO'.\-.- Serits -55-otz"O" vinvi %ftg Glass Door (,Reinforced) w1wo 904 J& 13M:0 corners-L.M1. 2) Uniform Static.Air Presswe Test. per FBC. TAS 20-1-1914 allong, with marked -up drawii m, and inqallation diagram of vinyl shdme glass door. prepared 5. Notice of Acceptance No. 16-0712.04 isssued to ENERGI Fenestration Solutions USA, A"ROVALDOMMXT: DrawingNo.'MD-55-70.0 RrrB, ritled "Vni�i SlidingGlass Door NOA (L_\1)-. shees 3) Water Rm-,Iance Test. per FBC. TAS 202-94 by Fenestration Testing Lab, Inc.. Test Report'No. FTL 8552. dated 12,04,15- signed and Inc. for thew "Bronze and Lighter Shades of Cap Coated Rigid PA'C'Exteflor i- t through 21 of 21. dated 5 and last revised on 01�01il L signed and sealed by 4) Large INlissile Impact Test M FB C. T.,kS 20 1 -94 sealed bv I dalmis Ortega. P. E, Jest report revised on 02,1 -5,2016) - Extrusions for Windows and Doors7'dated 09.15116. expiring on 04,116,20. A- Lyml Nfiller- P.E.. bearing the Xfiami-Dade Comty Product C outrol Re-=ou stamp with the Notice of 5) Cyclic Wind Presaire Loading per FBC. T-AS 203 -94 7. Test report oil 1) Uniform Static Air Pmaire Test, per FBC. TAS 202 OA 6, Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA. "AlWe Acceptance number and expitabondate by the NLliami-Dade County Frfduct Control Section 6) Forced Ewry Test per FBC. i.�S 202-94 2) Large Missile Impact Test per FBC. TAS 201-94 Inc. for their Rigid PVC Exterior Extmdous for Windows and Doors"'dated 'NIL . ssnx LwAcT KkmG: Larr and Small Mks& Impact Resistant along with marked-W drawings and installation diagram of vukyl sliding glass door. prepared 3) Cyclic Wind Pressure Loading per FBC. TAS 203-94 08, 10/17. expiring on OZ n-4 S. Limitations.- byFenestratiouTesting Lab. Inc.. Test ReportNo.FTI-8546. dated llA,)611l_5_ signed and alone with marked -up drawings and alstallatiou diagrmi of vinyl sliding glass door. prepared 1 T Test reports Nfo(s). 10-002-791(A). 10-06-.%40527. 535 7_53-09. per ASTME-84. 1. See table I (sheetD and table 2 (sheet;) forapplicable SGD unit saes� design pressum- reinforcements types. sealed by Idalmis. Ortega, P_ E_ (Test report nnised on 01,04 16 and 0211,21016) by Fenestration Testing Lab. Inc.. Test Report No. Fn 6638 (samples A-1 thru A-22). dated ASTNID1929 and ASTNID-635. issued by EXOVA toVision Fixtrusion for cellulosic glass types. sill riser(see tables B-1 & B-2. sheets 77-T) and anchorlayout sheets frquiretritsits in I I thru 16- 3. Test report on 1) Air Infiltration Test. per FB C. TAS -102,94 11,19-10. signed and sealed by Jorge A. C3uso. P E. fStibudded widerNOANo. 11- composite material. 2, Rigid White PVC. Tan (Non-whae) Rigid PVC an4Brown coated (Pairmed la )w or mma lute Rigid PV C to be tic Ak 2) Umfofm Sta Pmsairr Test, , per FBC, TAS 102-94 6107 04) (Submifled under.,NOAXo. 11-01OZ04) labeled per reftrencedNOA'stequiremews- 3) Water Resistance Test. per FBC. TAS _2012-94 8 Testreponon 1) Air InfiltrationTest. per FBC. TAS 202-94 9. Notice, of Acceptance No. 14-016.11 issued to Kunray America.. Inc. for their 3. E s operable docts must con4Aywith min elm width or heigtt per FBC re qairement. as applic able F'" 4) Large Missile Impact Test M FBC. TAS 201-94 -1) Uniforni Static Air Prmsure Test. per FBC- TAS 20-1-94 "Sentri-Glast (Clear and'""hite) Inteflaver_ on 07/04A S. EXP11W 4. Pocket walls under separate approval. to be revievmd by Building official 5) Cyclic Wind Pressure Loading per FBC,TAS 20-1-94 3) Water Resistance Test, per FBC, TAS 202-94� 9. Notice of Acceptance No.16-1117.01 isstied toKuraray.kmefica, Inc. for their LAREMG: F-ach unit shall bear a permanent label with the mandactuver'sna or logo. city. state and series and O)ForcedEnmTest, perFBC_TAS201-94 4) Large Nlissde hMact Test per FBC, TAS -Vi-94 tl-nwlear. Clearand Color PNB bter�yers. expiring on 07108.49. following stateinent. "Miami -Dade County Prodwt CounclApproved "_ noW berein. along with madked-up, drawings aiid itisiallation diagram oi-vinyl sliding glass door. prepared 5) Cyclic Wind Presme Loading g per FBC. TAS 203-94 RENEWAL of thisNOA shall be considered after a tewwal applica -a-on has been file4and there has been no by Fenestration Testing Lab. Inc __ Test Report No, FTL 8547 � dated 12`0+4 5 signed and 6) Fo-rced Entry Test. per FBC, TAS -102-94 -TS F. STATEN[EN chan. - ge in the applicable building code negatwely affecting the petformance ofthiss product - - sealed by Idaimis Ortega- P, E, (Test report revised on 0215 461 along with marked -up drawings and mista llation diagram of virryl sliding glass door. prepared I - Statement letter of conformance with FBC -5 & Edition (2014) and FBC-6111 Edition Unw�.kno_N of this NOA will occur after the expiration date or if their has been a revisim or change in the 4- Test report on !)-Air Infiltration Tesi. per FBC. TAS 21021-94 by Fenestration Testing Lab. Inc.. Test Report No, FTL 6337 (inuples. A-1 thru A-5). dated (2017 issued by manufacturer, dated 0944/17! signed & sealed by Lynn Miliff. PE. matermls. use, au&or manufacture of the product or process. Misuse of this'N0A as an eadomement of any product, 2) U tifform S t atic Air Pressure Tt-;,t. per FB C - TA S 210 " -9 4 1 1=06 10. signed and sealed by Jorge A, Causo. P, E. (Stibin itted under NOA.-Vo. 11- 2. Statement letter of no financial interest, dated D4/19,17. issued by manufacturer. signed for sales, advertismor aq� otberpurposes, shall automaticallytetmistate this NOX Failureto complywitli any 3) Water Resistance Test - per FBC . TAS 202-94 010-09) & sealed by L,�mn Miter. P1. section of tlii,,.N0A shallbe cause for termination andremoval of NOA. 41 Lxpe Nlissile Impact Test per FBf,. TAS 201-94 3. Letter of lab compliance. part of the above test reports. .A.DXT-RTTS E_NffN`T: The NO A number pw eded by the words kUami-Da de C ou aty. Florida, arA fo Ilowed by th e 5) Qmlic Wind Pressure Loading per FBC � TAS 2 03 -94 CALCULATIONS 4. RER Test Proposal No. 17-0387, dated 05;0517. uped by Ishaq Clianda- P.E. expiration date may be displayed in a4vertimg Lamfure- Ifanyportion. of the NOAis displayed- then it sha 11 be 6) Forcced Entry Test T per f �BC, TAS 202-94 1 Anchorverification calculations, and stnxtLLral analysis. complying with FBC-2014, done in its entirety- along with marked-lup draw ings and installatiou diagram of vinyl slid ing glass door. prepared prepared by PGT. d ated 12,'09 �'I 5and last revised on' 0215,1'16. sagned and seakd by' G. OTHER LNSTECTIO'N: A copy of this eauteNOA sball beprmided to the user by die ma ctum or its disttibutais and by Fent-siration Testing Lab. Inc.. Test Report No, FTL 854& aated 120415. signed and Anthony L.'INliflet P E. (Submitted rinder YOA.Vo. 15-1210.01)� 1. Notice of Acceptance No. 15-1110,01. issued to PGT Industries, for- their Series shalltit available for inspection at thejob site at the requiest oftheBuildtag Official. sealed by Idalmis Ortega. P, E. (Test report. revised on 01,04 16 and 02111, 11 6)_ 21, Glazing complies with ASTN,IE- 1300-0, 557012770" Vinyl Shiling Ghrss Door (Reinforced) - L.311_ expiring on 04-14,1221, TbisNOA rrTisei & renertsNOA*104429.09. and Consists of thispage I ande-iridencepages E-1. E-2, E-3. E4� E-5 & E-6 as well as approval document mentionedabove, Thesubautteddoct ntationwaswiewedbvlshaqLCtnn&-uPl. 1,13q L C hauda. P1, 1-hiq 1. chau&3. P1. ls6q 1. Clianda, PX. Product Control Vuit'�up#rTizor Produtt Control Unit Sup#rTiisor Product Control'Unit Sup#rTizor NOA No, ZI-0209,03 NOA No. :1-ONA'O N'0A No, 211-0'.109.k4 N'OA.xo. 21-0206.03 Expirstioul)aw- April 14,2016 aim Explv%tiou Daw April 14. 10'.6 Expiration Dare. April 14.1.01.6 Expiration Datei April 14,20.26 Ir Approral Dat0darch 11S.N21 -Approval Uhate., Approv2lD=,at*:N12reb .1.0. AMova I Nw Unrch 1.021 Pago I E-1 E -.1 PGT Industrikes. Inc. CGI Windows and Doors, Inc. PGT Industries. Inc, NOTICE OF ACCEPT-4-NoCE: EVIDENCE SUBMMED NOTICE Of ACCEPTANCE: EI-IDENCI SUB-NEFTTED X.Q110E 2L.ALMIANCE1. EARILZU �UUUIL Evidence Submitted under pretious submittal E. '_\LkTERLA1 CERTIRC ATIONS (continue) 3. New Evidenct Submitted 5. Quarlex Part Sum Spacer Standard compt-rMie with AST71%1 C 18 Thermal Conductivity A. DRAWrqGS 0.981 BTU-inZ hr.-W-0F. ASTM F I249'%TVtR;Pass. ASTNI D398-5 Ox�,Teti-Pass. ASTM. E A� DKAAITI�GS 1. Drawing No. 2XID,-55770.0 Rev B. titled -VinA Sliding Glass DooTNOA (LNI)� sheets 2190 I.G_ Durability-IN'o Fog -Pass. (Submilted wider pr^ltous NO-4 No. 15-0469. Oi) 1. Draivirm No.. MD-5:5 70,0 Rev & titled --VmA Sliding Glass DoorNOA (LINff sheets I I through 21 of 2 1. prepared by mantifacturer. dated 10.10151.5 and last revised on tbrougb 21 of 2 1. prepared by nmufacturer.-dated 1610545 and last m�-ised on 0101:21- 04122-20. signed and sealed by A. Lynn Nfiller. PE� 6. Quanex, Part Darase complying with ASTIM C-318 Thermal Condlicti"Ity 2-22 BM-irr signed and sealed by A. Lymn MilleT, P1� hr.-ft'-cF. ASTM F 1249 WVIR-Pass- ASTM D 1434 Aryou Permeance-Pass, ASTM., �E N ore: This revision consists replacement of same existing instalblion. screw with flat head. B. TESTS 2189 I.G. Durability -No Fo2. ASTNM E 546 Dew Point Development -201F m 4S hr---- 1. Test reports oa: 1) Air Infiltration, Test, per FBC. TAS 202-94 (&tbmrMkd undaNOA.Vo. 15-0409.0.5j. 2) Uniform Static Air Pressure Test, Loading per FBC. TAS 202-94 Vision Extrtisions. Ltd. Parts comph.qng with PVC-AAINLA 303-13. V oluntaly Specification B� TESTS 3) Water Resistance Test. per FBC. TAS for Rigid Polyi*vl Chloride (PV Q F_xterior Proffles, for Vision Extrusions. Ltd_A7EX- I by L None 4) Large Missile Impact Test per FBC. TAS 201-94 AANNIA Fenestration Exte--wr Profile Certification Proglaull t-Submitled un derN0.4 V0. 15- C CAL CULATION S SE? 5) Cyclic Wind Pressure Loading per FBC. TAS 203-94 040A 051 , 1� None graill of all PGT Induqries. Inc- along with marked -up draw tugs and installation drag 8- Vision F_xtruswns� Ltd. Parts coriplymg with PVC-AANLk 303-13 repa-Amtative units listed below and tested to qlialify Dowsil -91 and Dowsil 98-4 silicones, 6nbythwd under NOAN& 15-0409. 05) prepared b� Fenestntiou Testing Laboratory. Inc.. Test Reports No- - 9- PIVC-AANLAL 303-13, Voluntary SM-ificatiou for Rigid Polyvinyl Chloride (P`VQ Exterior D. QUALITY ASSURANCE d FTL-7897, PGT PW5510 ATCFi.W Witidow(unit 6 in proposal). dated 09.,0114 Profiles for Vission Exinsqons. Ltd_A7EX-I bv AANLk Fenestration F_xterior Profile X-hann-Dade Department of Regulatory and Economic Resources. (RF-R)- 0;1 U JkL %e I M FTL-20-2107.1. PGT SGD780Alumimtm Sliding Glass Door (unit 7 in proposal) FTL-10- Certification Proggram 10, Notice Acceptance No. 18-1217.14 issued to Energi Fenestration Solution. USA. Inc. for 1. '_\lATERLAL CERTIFICATIONS C,� e\N 2_0 2107.2. PGT CA740 Alum. Outswing Casement Window (unit 8 in proposal) FTL-10- of 'Notice C;8 21V!.3. PGT PXX7620A Aluminum fixed IN-Tindow (unit 9 in proposal) and FTL-20-2107.4. their Tan 3040 & Ught shawe ('rion-white) White Rigid PVC Extetior Extrusions for L of Acceptance No� 19-0305.0.1 issued to Kuraray America. Inc. for th& pvlan JOT Co 00Y3 PGTPIA776210A Alunuum Fixed Windcriv (unit 10 -in Proposal) dated 07.13 -2-10- all signed Windows and Doors". expiring =02.0421. "Trosifoll Of\ and sealed by Idalmis, Ortega- P.E 11 Notice of Acceptance No, 18-0112.02 issued to Enerp Fenestration Solution- USA. Inc. for 2- Notice of Acceptance No. 17408.02 issued to Kuraray Ameria. Inc- for their their se mi -111ke Rigid PVC Exterior Extritsions for Windows and Roors�'_ expiring on -Sentl-N �Glast J(,IPar and Whit#) Glass IuterLiN ets". expiring on 071-04,23 C. CALM.-ATION-S 02,28i23 Notice of Acceptance No. 18-1106.10 issued to Visiou Extrusions LiMifted for th&'Brown 1. Anchor verification calculatious and structural analysis. complymg with FBC 7" 12� Notice of Acceptance No. 20-0203.03 issued to Energi Fenestration Solution- USA. Inc. flor C oared (Painted oi, Laminated) NN*hite Rigid PVC'Extetior Extrusions for Windou s Edition (2020), dated 04-,=A prepared by manuiacniter- signed and sealed by their "Bronze & light shade cap coated A -hire Rigid PVC Exterior Extrusions for and Door-s", expiring on 09 30,24, Antbonvl�ymn\,Iiller. P1_ Windows and Doors", expiring on 0416,21 5 Notice of Acceptance No. 18-1106.11 issued toVision Extrusions Limited for their series 2. Glazinicomplies with A-STXI E130-04.-09, -12 and -16. -X7E 1000 Tan 202 and lighter shades (Nou-NI-lute) Rigid Cellular PVC Exterior D. QU.AL1TYXSSMkXCE IF. STATEX-ENTS Extritsions for NX-inclows and Doors-'. expiring on 12,21921, h4i;imi-Dade Department of Regulatory and Economic Rewurces, (REF.). L Statement letter of conformance to FBC Edition (2020). dated 04'22!1_0. issued by - manufacturer. sigued and sealed by Anthonv Lyrin.Mitler_ RE F� STATEMENTS-i. E. MATERLAL CERTIFICATIONS Statenient letter of no fitminal niterest and ofiridependent. issued by maaufactut-a-. dated I Statement letter of conformance to FBC " Edition (2020). dated Qiol,-2L issued by L Notice of AcceptanceN.o. 15"30-5.02 issued toKuraravAmerica. Inc. fortheir 01. 'IS20. signed and sealed by.AnthotkyL�mrl Niiller P,E� manufactilrer signed and sealed b;Anthony LymnNlliller. RE Trosifolt t1traclear. Clear. and Color PN`B Glass Interlavers-'. e-xp=g on 3. Private Labelm ge Agreement document &-e-weeil PGT_ dated 03,30. 1 _5 and stated by all 2- Private Labeling Agreement dated 03,10921 between PGT Industries.. Inc. and CGI OTM24� involved parties. Windows and Doon Inc_ signed by D�ean N1 RuaA-- P.E., V.P. Ekgineerin& On behalf of Notice of Acctptance N-o= 17-ONS.02 issued to Kw-ai2y America. Inc. for their both compailies. "Seam-GUst lear and Abte) Glass lattki-laye"". expiring on 07,94-i'23- G. OTURS 3 Notice of Acceptance No 18-1106.10 issued to Vision Eximsions Limited for their L This NOA revises'NO-0 17-04!0.06 (`P%TTw-'CGI) and updates to FBC-2020 (7, tb Edition i. G. OTHERS "Brown Coated (Painted or Laminated) '%I*e Rigid PVC Exterior E3-amrWins - - g 0+.: expiru% - - 12 1 - 1. This NOA rmises & renewsNOA0 :0-0429.04- (?L A w,CGf). expiring 04+1+'26, for Windows and Doors". expiring on 09j,30,24� 21 RER Test proposals *19-1155 dated 0 1 `10,20 approved by Ishaq I . Chanda. P -E. expiting The maear associated PLA CGI file #21-0205.01expiriag 04�1*,26. 4. Notice of Acceptatice No. 19-1106.11 issued to Vision Extrusions Linuted for ther 041+2 1 series -17E 1000 Tan 202 and fighter shades (Non-Allilte) Rigid Cellular PVC Exterior Extrusions for Wirldows and Doom". expiring on 11`29-111. 1-imq L Chisda� P.E. Ishaq L Chanda. P.E., Ithaq L CUM6. px� Prod -set Control Unit Sup#rvi:or Product Control Unit Sup�rviior Product Control Unit iiupervisor N-0A No- NOA No, '21-0109.03 NOA NO. 21-a!W03 Expiration Date: April 14.' .0.'6 Expirstiou Dww April 14 ',.'0.'6 Expiration Daw -April 14,70-26 Approvil Dato-Slarth ;, 20.21 App rova I Da tit i Nla rt 1i If . !0! 1 3 .Appr9Va1D*w Nlarch.'f,2021 E E -6 E -4 March 15, 2022 (D > C) (D a) 0-0 2 C= CU -0 CD -0 CU 0 -cu -0 -= Cn -0 a 0 C 2 CL -2 a 2 a) �:: CU C_ 0 .0 -1.- CU LL ,- 0 - CU > Cn J=_ -0 0 W E " 0 CU 2 CL CU -0 a - -6" Cn CL < z z W MJ Cn E z U) Co CU 0L_ > CL 0 CL < 0 L) CU M =3 < 0 LCU LU (D _J a_ SHEET NO. PA 1.3. I I I I! I 1 I I I I I I /I ILI Eli i.N TILLrr TESTING & ENOINVEFIIPAIG COMPANY T. - -_ -- wA. TRR A TR,L1T, ITL, PB. tilleuN-uu�oo -o=, YL t E'. tl.lFnV. 3, ff II, FI i w. Ern¢., tfL NOti'I, PRODUCT EVALUATION REPORT REPORT NO.: 20-0720.01 DATE: July 28. 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Products LLC, 48M S.W. 51 Street Dade, Florda33314 1, PURPOSE OF_EVALUATiON: This is a Product Evaluation Report issuL'd h, Wafter A. Tillit, Jr., P.E. (System iD # 1906) to the Global Protection Products. LLC Rule Chapter No. 61G20-3, Method 1D of the Florida Department of Business and Professional Regulation This prodLCi IS being Issued an Evaluation Report as described heroin, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision In case of a Building Code change that may affect, its limitations and conditions 2- EVIDENCE SUBMITTED: 2.1. PRODUCT-EXALUATiON DOCLMENT (P.E.D.) Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 26 of 26 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, JT_ P.E.; dated 07128,12020, This drawing is an integral pa,t14111it/Fes Evaluation Report. 0 F'"4 N*0 ZEI A, rk ,,O, ,..........if/l% *- �, V10EN ., V i 1 - c - No. *4167 . * = ,-0,+ A, r �o OPf01A ."A rI �$ i ,- 031 C3355 N.W. 36th Street, Suite 303, Miami, Florida 3316E - Phone- (305) 871-1530 - L t/lA NNN&HNIRA A YAI VAM-Q v_REft1}t'T' ftO Z%l1 F.Br 2 2,2,._TEST REPORTS: Large missile impact and fatigue load tests were performed under Protocols TAS 201. 203 as per section 1626 of the Florida Building Code. Uniform static loads as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc., Reports # 96-569 dated 08/0911996, #96-670 dated 09/1811996. #96-T30 dated 09120/1996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 0411611998 and # 2126 dated IW05,'1998 witnessed by Gilbert Diamond. P-E. and Report No. 0219.01-09, dated March 4, 2009. signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Tensile test report No. 9CM-197 by QC Metallurgical, Inc„ dated March 13. 2009, signed and sealed by Frank Grate, P.E, 2,3,,-STRUCTURAL ENfaiNI=FRING CALCULATIONS: On 20 Gage Galvanized Steel Storm Pa at for maximum panel length vs. design wind bad, as wet; as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1616 of the Florida Building Code. Calculations prepared b) TiReco, Inc., dated 11/O3IMB and 03/12115, signed and sealed by Walter A. Tillit, .lr., P.E. 3. MISNLE IMPACT RESISTANCE Large missile impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. 4, WIND LOADS RESISTANCE: 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as Indicated on sheets 3, 10, 14, 15, 1e, 19, 25 and 26 of 26 of Product Evaluation Document (P,E.D.), drawing No. 20.176. Maximum Anchor Spacing Shall be as indicated on sheets 8, 9, 10, 11, 14, 15, 17, 18, 19, 20 25 and 26 of 26, of Product Evaluation Docunant (P.E.D.), drawing No, 20.176• 5,AASTALIAT"N; Installation shall be performed strict'y in accordance with details indicated on sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as Indicated on sheets 8, 14, 16. 25 and 26 of 26. of Product Evaluaiirnt Document (P. E.9. ), drawing No. 20-176. A ......., ..A✓9, 4 4 li- ZEII 1 ---I tDf.0167 �a STATE OF Via`'• LORIC`: IOiii �'- •*C GENERAL NOTE' W=Anffi jaw 6A.. AY._:-: ..-_ , - v '+cm ER 2) N CASE THAT FRE: S' SIONE. OR PRECAST CONCILFrE PANELS 5;',X:(U OR WoOC DOMES TIP FOII.D ON 14 CV57ING WALL WCHDRS SNN.I RC LONC EACALGH ITO RLLG TIAL YARN STRUCTURE KNND SJOI PANELS 1 :TORY RANEE St- ,.9 DOC,AK1T7, ERE D; HAS BEEN VEMCFL FOR COiIPLUN4f N M-HCRAtf SHA,I RE AS MENTIONED N 6.13 AND N fI - ACCGRnW.i rTH r, .c FIORrtM ERru-M+G COVE 't) ?:.E01301i III uAML..5P1r�F1[ :r L,,;; 1, " ± 04 Evil,. DESCH WINE LOVE SNMLL B( Ci ILNINNIED AS PER SEC: -ON 1620OF THE NAM wrNrOHED "COE, - 1/4.9 )APED% ANCHORS, AS IAWUFACTUAFD 6r � W SUROFX. AC. FOR A WINO SPEED AS RE0,1!RED EN T19E JVRISI1CPION WHM TRIM SMVMPS WW_V 8r iW,IALLW. ANEM - /14-10 PANL.IMATE FETWAlE C AND I1WOAATI' PU,IS ANC,HCIRS' AS WhirNACTURE4 RF LI.CO CLIN5TRWCTIOA PRENTUCT5 FOR A DRECIACK _HY FACTOR Nl-0.85 LIS NG ASCE 7-16 MID SNAIL NOT E FILE 1NF N-WTIu !A 5i, 0 t • 1/4 LAG SCREW? PER NCS rIESIGk FRE55LPRE RAlTNyS RrpCATED ON SHEETS 7 1AiBB.t 12. 14 :5. I6 R & ,C'l;F - 7 1 9 I' '6' WPw1 a / 6 s/ ..L AVJSH rC, AS 0IS11I16477ED By ALL H,"XA' ",:,:RETT. a0L1 A SFE.tl:IAE"Y CO A R 1' 1 FORLN: 70 VERRl' T1F' AP04F (YRIDITION V RYA F SADIL R FAF' 7- I L OE KTTP LOADS Orl!F Idaw'O ,A ASCE 8 C 1; M PHRG('rF,I RETIE: IN{0 'WCxAT 01 rAw:cN ANCMCRS STYJLL, 6E 1 r!2•' Myi' I' Fr ' * EICV PAN[i,YATE F•LVS SHALL BE R[EN.CSD TO ASa OLSCN LO,ARATIN Y04ACCYu.l' TF9'4 6P' D6 IN ORDER TO E PA RANFLNUE ,FNAL.E' Rl. AT (WHOSS THESE 17R COMPARE TNESf W/ NAA (AS D) 'DEhGM PR{fSItRC RATINGS i1DIGA1'EE qR 51•!ErTS T 'NATW t7. I♦ E,,i, ud. 19 A '.0 IN ESS F iV ATS Ow iNl$ F WERE Nor OVER STRESSED, A 33S NCR01TE TO A;t-r2fAaLC C ); Y11O IM E'NRFII r PENETRAI)RN CC LAG SCRE4. AFO T-E WOCO FRANC IANr SHALL 6E ' 112' W CNIIFACEL' PCH[IRAT�ON RNTI) STIXCC! SIAI 6E C0NSIXKO AS PART I THE RC%,IWV THRFADFD PENIETRIWON WINVERD U OTS 4CR NA YSJSTE STRESS FOP wWp LOWS WAS rig)], USED ,N TSIEW ANN.YSIS rAS1ENER5 SPACING FV WDaU NAS BEEw O�CTFNwhVF.O IN hU ACCORDANCE WITH NOS 2016 Ca NARNI.w COOK EASTANII OF LAG SCREWS INTO*000 SH.AI.L 6E AS .NDCATED IN `HIE 'dAWTFC STLAIN PANEL'S AOEOUAC, FOR FORAM AND ATI WSMANCE HAS BEEN VEANEU IN ACC,)RDNN I! WITH SECTION 1676 05 THE MOVE MEMtO•NFD COCE AS PER HURRICANE ENGNE£ANNO A TWEG INC REPORTS 96-A9, 96 5)C A %-73O ANC C41 WHINAW PEIETAATCRI OF WOOD W506W SHW K 5/6' 1/4' IT20 %Kwi US(O S , RE1 !/2' L,,)K NI4,1WIP rEME'3TAG ]TIRATION TLAB NC.. REPO" r2032 i t2126 . AS PACTOCOLS TAS-I9l tAS-70: AID TAS-2O3 SNOWED STVUC EXIST ANU " WNWUM Na AALES IRTH NO STUCCO AS WELL AS AMERICAN FEW LAB OF SIXTH FLORIDA WPM API=601-09. AS PER TAS 201. TAS 2% AND, !AS 703 STANDARDS C 5) A CASE THAT ✓RECAST S"LNNE, OR PRECAST CL.NERETC PANEL: 5TVCCO OR W000 &,AAOS BE --3ND ON THE EWt$Ta WALL. ANCHORS SMWL K LONG CHOI TO WA04 riE MAN 5'Nuirutr EIII S�cH PANCIs - Ay NLRA TN FXFR15,'UNS 'O KW63-15 K Ory AND 'EMPER (UNLESS OINERTFSE NGTED) SEE SHED 2 ANCHORAGE SHAL. BE AS C MENTION - IN C.1), C 2) A C a) ' � ALV:.NIJIN SIEn HEINE USED At CEPSURES YHAll HArC 3105-N14 ALLUV (0) AN: %IS SN,Nl RE %51N',M r04LOWWr ALL :Y 14 RfCOMYEN0--,NS ANC SPLCt1UTW1M5 v: T!E AN, H HS MAWFAZY-,ft(P ' N,L STILL 1XV METAL PANELS SHALT wAVC STRUCTURAL DUALITY STEEL. ASrW A-653 CRAM SO MNI :-6o CA' VA.T2ED ':TEFL OFyGNAT1aN W/FY- 5a 3 W, (AFTER RIOIED) a PANELS WY ALSO SE IN^ALLED HOR LIUNTAIi! -OLL- W- ASALAT\:N '47L.LS SHOWN ON SECFC N 3 TWDC ;� 1C (SHEETS I IHADUN2I 6) EXCEPT •HAT NEADCRS (22) A Q SINE NOT BE ;'St- 5 ALL SCREWS '0 OF SIINN 5 STEEL )CA OR 316 AS! 9EAWi U2 COAHA .`N RL6N5'AN1 COATED ITAR90% S _L, G 'ER CAN w/ 5C CI rR1O SIAFNC:TN ANO 90 la. TEA-yLC 5'RENaM A YIN. CaAPIr w,, rI VRtDA 904D1NG CMIf A 1T 9,AE K THE WSPONS9WVT` C'r 'K :OMTRA4'CR G VERr',' TiF SC',JNONCSS O/ THE S1RUCiLWE MIERE SNJT'FR t5 TO OE ION. 2 T SECTRIN sui 3 y.. ATTACBM TO WiURF PR:A'ER ACNCAA(A S WNJ EP 5.14, CIa I Rf ATTACHED TO CONCRETE BLOCI OR ROX FRANC NUTS DIS 5 IIII TO BE ♦STLI A-301 CI &N, TD STL-LI, OR AS 304 SERIES SINNRLSS SIf E'_. MI. U, a¢, ,AHO.W -"ELL 111TENG1N 10 EACH REGULAR STORK '"L WrH LfJS;TWI CKP '-S THRIx,GI AS - �TEFI SECTIONS 6, S. 9 A TO AND AL`E'RIT IRS aW. 7 AC1Wf.WS YO WALL SHALL K A. .011,AS ` 9% A Now ON SK011 5 6 a 12 RESPE INE,.r. owl AVF 4 EI.r BLL AND READILY V15WI AN 4I MARKSTRUCtIHG OWNER OR TEwu TO atCVNi: 1ANLILS WAIT APPIL J-WI£' REINFIARCLMtNT UI,IRMA'. PRAXIS Of HI RRTCANF WARNING (A! T7'A L'A':.!SFR,G emli R EDF✓,.�;T !'I `I1F IIISINIA'A,1w cl?IIAXn.;w IS Ill SEAL Ch LNR .iAl SNUT,ER VIV.01IFNI EDGES I-rCH BILIANH N IZATINTI :DlIACT WFIH - ,y,"f TWON ANCHOR$ A5 MAN'UTACT,IRED Er !TW aGR,pEA. Ok IN ! :,$122 PA, ) TIAE P!2LrnNG tC KAI.CNT WNOI"RAN NTP,y,I . Ile f F 7/B' CALK-N ANCHORS'. AS A IACTURED 6Y DENALI N,. IX I "r .YAa pA - S/L'A v 3/4" 501JC-SET NK'YITTS, AS MSFARfNTCD SY ALL PI SCREW fKITl A ;PFFNh' [:O 1 iC)F5Y P A "! E+ S r 2 S CON T IIJa s 14AGATE} NY ^W,,";. GNAWING vLUS NHY 6u4�ANG WO 'Is!, . RED+LATY)NS P'TERN L'r/ANl1 FA'S,H[AM 'Fl Fi+Y APPitv TO - I I RANEI.NArE FEMALE ICI A PAWIN4'L PLUS. ANCHFA S. AS MANT PAILWAt.0 01 FICL CCH'%X,,r; N P IIXIKAS 13 {AJ M15 ANODIKI LVALUATILVN DC)CUMFHI IV F F', I PRrRAF0 B" ,HIS EN!;VEER IS 4ENFWC +lip OTI NOT FNKMCE INF„"Ri (MN I't-3350 ps.) 1 /I'f Cr TAP-1.RIP AM_Y A$ NANLUAEIUWD BY •R,'.-PAS' "CI `tATlO4 fI' 1600 i a, 1 FOR A SITE SF'EGKIC PROJECT. ,. WHERE T14 Sr'r CONIRT,CNM EIFYMTE FROM ME PEO 1P) CONTRACTOR rC BC RESPONSIBLE FOR THE SELFCIOW. PORCFAst AND INSIALLAr.DN NC,uow; ICI SAFE CIF (HIS "400UCt A II ANNIM,I.1 EYsLDY[Nt 01 rAPCON ANCHORS NtO POI CONCRETE 5lAL. BC 3!f` [- FOR PANLAVAiE FFTAN.L BASED CW r . S P r C PR JVEIED HE/S'•E VXS NOT DEVIATE rRI THE CCRKNIICFLS OFTALE'U ON ',14 OOCNAENT ,D AMU PAENATE RLVS ANC 1 I/4- FOR Cr TAY-vR!R ANCHORS CCFtS'ROr.T*. S017'1 AT SITE 5 T1E OCINr CrOR'S R(SPONSBILR`" A 2) CALA-W A SMAL-Sri AMGIp45 SHA4, RE EVK! 1FL 7/8' MO THE POURED CCAN:RCTL Np EAADEOWNI INTO (,; 'HIS tINONCI ENA,LM-Om ;OCVMEN! WLL 6E CENILoI MYA,:D IF ,iOo,nEL STUCCO SHAL_ BE PERNFFIED 1/4' TA-20 SCRM USED SHALL SAL BE 1 1/2- WIT,,R.WA MPA yTOA.•LO STUCCO (2TST. NET W 1' NAIVM FEW WALLS RATH NO STUCCO. AND NAY 9F HEADED SCREW OR A!. TIRIEADL0 SCREWS W/O ,ICAC. (d: SELL SPECIFIC PROJECTS SHAI OF FIREAAE" M A 'LURDA REG15iRED ENTI ON A"TCCT RI RAL BEO0W FRn 40 WHN,wNc NUTS IHO9NE(W Or RECORD (E OR) FOR ME RWCKC• AND WHO W, EF RL5PONI FOR THE °ROPER USL CA TW PITD CN WEIRR CIERECORD ACTIFY A, A OELECAU0 ENGINEER TO THE A 3; N CASE THAT PRIfjST SIONE PRECASI 1:X4'RE'E PANELS. PATTERS.^.'CEO Ot WOLC IXWNDS b FCIUNC ON -HI F.EC CNCINEEF, SHNL SuSi TO - LATFER FIR SITE S-EXK ?RAWNCS F0A W,Ew EA}STAW: WA.E OR FLOON. ANCHORS 5NAL1 K LONG ENDOW TO FRI THE NON STRUCTURE BEI 151)C-I PAWLS AHCHC/ACF SIMLL BE AS MENTbNEO IN, A1) AND N A2) - L") 1H15 > E U S,iNL BFM THE AATF AY-' aR1G'a�ML 1EX A-D SIffM JRE L% ,HE ONR T5SgN4 AwRLD THIS II 0r REG'UPf: 1FMI PR( IT (0) In LAI51NY FtiNI "P, Wyy A57TA f-519 1,, / APCON ANCHORS AS NANUrALTLREO BY I- 1 w SEALTXY. ,WC. A 5 SHATTEMMN R LKACTJNEA I I-E SH L 1UTCl RE 'i3N A KALK,- VSlqICN .E LOCAIAT "ORM 'MTh - ifs_ F )/a• ,A,K A ANCH(!RN,, AS NANVFACYRfa BY 0¢-WALT INC Ii MAY !' I.,pO ,A•) PANEL' IUTTFR N NX:OKPINrT SE 110N I)029 t OF FLORCA RNLDWK, CODE Y¢ LABEL SHALL RE PLACED (OR E+FRr PI'.NNC I-ARE.I,NG TO -,„ ,. TMN ,.EC.rKW 170991 OF 'HE' ! A s/4' SOND SET &KNICK15. AS (YSIRDU'ED I A.L. WN N' SCREW NX0 A ,PFCALTr TO, F'.CRBA 6MADPk +:M ON. (ON. F 400 R A ,) r+I-,0 PAVEWArf r(wt O AV ANF U+F. . ANCS 0R5: AS MNLIYA TLu 1p ITT EEC❑ C£A'$rR ADT'ON '- htl5 ORAWt!w' SHA1. O2AH E>e Lf5E3 TO -L PRETOuLTS (MA Fc-20T1 FA.,) AHA91111 G6 AR1 PERYII: N .HO L"PATE OF LORL'l, Nn NAA „„„,..,. ...,. -A,. T/I' E CT. FAP-GRP ANCH0R5. AS NAN11F'ACIlRI BY 'R'U-FA'i1 L:JRPLRA7" A 7f4ZA"', �a,,,!,�'�B tilt, EAMML'#I EME[pYENT OT rARCON M'CnCRs, EEC." PAIEEMATE.s AN2T rF TAP-OElrP° ANCIN€IN. INTO THE., �l - ✓ ` FLORIOA BUILDING CODE (MBh Y91o€iTF NNrrl F,ons ZOT9 HOC. , , SHWA at I I/,- `<` z - -,� �m,�,. ,N€ . 4 NO. 4 167 ¢ 20 GAGE GALVAIRIED 5?EEL StOr9t PANEL y B-Zi EAM STt A WFKALSET ANCHORS SHALL I ETE 5C 7/4' LM INTO THE CC'NC I/;' LCHCN. IAA' wC E RrTU STUCCO 91N1 BL PLRNITTFD '.; i •=26 IR6 tr5E0 SYN.ML 6E ' 1 /: LONG IWRMM A! S-NOU)�z'Pi EXIST, AND I' MNMUM FOR WALLS AFT4 To Sr ,E -0; �-' '^"° - -. _ -�_- _ A'/%MHEAR GLOBAL PAOTECT1Wi PRODUCTS. LLC-= ,» z .305 SrAT OF - --. - � E C O two - 1. T� sFINTT O'• F 's ,.' 0p - r`ALTI aiSTN: a €Iwt€ �-city-u.. AW'L, NA ""` WHANR tn.)'J!9--1 rAA t•3.1,N-A»T h 24-17b -FOR - �., �',i ,n TO. I IN$TALLATIQN DETAILS FOR REGULAR PANELS ) & -, INTO EXISTING POURED CON RETE OR CONCRETE DLOCK STRUCTURES LO,171ET1[ AIv1DA! CORI AN>QRS (EWE -ASAAL IN rw S:HoI m r slurs a 'Iw0A91 9, 5L91CJtl[tC nNC,ulS i a 11f16RR- •) \ - t D - \ EeETE ¢a.UR-` ME FCHEaut w -� 9EE !€+9D1Ax aR ,41 g6T3Nv PwT+EB �, ,') 4SET5 • 'IWLil6N 91 1 p(.a AWG POIACD I, I 99E'TS 9 1lIIO11Ea, N.1� -' CONICNlE'IC RiDUIREO. - __ I 1 1 _ I - , EAWY i ¢0Inn0 EO I I I ''`41, E.D I '" /� p Y 1 1 C ,OA o I •-1 7 1 j I { _�y I EXISTMG R 0,- , ! r,W.l .3 I t u[, 1 j l% I I tit CONK REtT=-+BRED. ' G M 'r f : ¢1 1 6i I I It .1 Wh• . - I € Tl3i�fSe" I Y 1 I INC TAR e I "IA TAT 9 F yy Get#. SR1.4 i € £ evEh • P 1 '✓ii SpImeAE Y iD I � /;`� N 9'I WIDD i I 1 I F r7 I/Y OL I I I E ,T 1/7• OG I�- v4n A I ...4!J N" ro wWR I tJ I wllaRE E --- !¢ 9amAF I t, e .uee. I I ' 1, NW Wr N0'Nbw - { I 1 j V A«s I OAp =, I I Ir°' b N 1 Il l I LIP GAAR9, �{ I 1 i Itl I 1 1 _a _- 1.t tjI z I 1 1 -a }G ' tl 1 - 1 R _ I i I I I I E i 1 i I - 1 SyyjI 1 1 1 t J 1 t! I 1 t'err I SSSI 6 I i 1 1 3 ' 1 --y I I I $ 7 I I 1 3 I I i I I �i4 M/ i I —, R 9 S ! 'rMT/17' E1tfa=NlG uwE6 E. D. j 1 1 I 1 9RnF 91Ao i 1 1 q NI: 61 p 1 1" I: nln Ca.KAt11 OR, 1 t 7 I iiAF I 2 trr Oc Cm37oY. D [ c I I € �PLA ED E o --`i` -a y-'S , 'fr A CONCRETE IROCw llew"D'1RA" 9 i I 1 r coN R IE OR I J I -A - ' Wou"AL , __ 112,'W 0L p 1 I CONIV IE 90C1A - C..i1NCRETE HL(KR - --_. ' I E ` - �" 1 KOURED. I JY IOVRED A - J IY / 9�• - � IXGTNO Por,wo' ✓ - w..L- L 1_ _- I - 3l',' . 94 ILAR —w//' i w/� i `. To sT Accn LBr,cIEa ANc,ASNs :gFt MAsgRz .__.---l.p _ (A'�'1 CNMCREY NKNDRS i4` MR ItReF/v 4: / i"rA.s!/..$>- RAO6PFD W/ SPUD - Cwr. !y 7 w I= SS -AI 4t so-011A1 o. - SAvt • r 9i ICTRA"Ll I N - Aa`-L', 14' .. Sot v-E)CLE ON, 'RRTerm a YMNAYN 91 I-a's w 1 W) 3R9LFs a 7 ARI •) SHLL,r U THPOIACN 9) WAS SCALL 3/6-,• (CALL 3/6. I' SCJLLC VC'•'T• I -. ED- W EDGE VISTANCE I I i I MAE NYIa,At (SEL SCHEOLTLE ON �fi NAI AN ow-AF 1 i omI 1 °+iCETS 8 8 Bl m. 14 1 I t i ■ t'I�T4_EOR aNEWADM OF SECTIONS 1 /I` 1 9R0 • 1F h TOR' h HC:rItAR IJOJI'nMGS CAN BE i ^ 1 ,7 I/2' RL A...AA1NH11N /fA I ��ZL ri,I INSTAL ATI IN IiNt WAY TO SUIT NIT I i r,.. I ; a�`' _!,, T!(!/� : VESTu.V+T1oN Lxs1u ,R r. I- .- - tiL N per,`' -✓9 % FLORIDA BUILDING CODE (tGgh VAIII HVITC) Fie Zone ccNCRER - 3!, - = E 7 r 1N ATEM Y. p - c � ` 20 GAGE GALVANIZED STEEL STORY PANE- r' REAt,.RE'+ -. * �. FA : • I OA-ww n sNrns e-,:Aallo..) 9 , TE ..- � aTn.n o . ; a. GLOBAL PROTECTION PRODUCTS, LLC." 1I,,11f� ft2-I QR MOUNTING s,`Fr, rJPilO 3 L/ iL ECOINF °"€ waA a a:rv4.Ll s" f Tn ,.`E`9iRw a nl"NwreRRw eCRRN- RAK .!,z,. - L _ SEG:LS2f.L.. u9 F4A� A'A � 'k/"�L I.I a., . A. 9WIDA n MIN' m.al.c (Ps.IaAF-rAs -,x n � 3O T 76 Hr. NIw ... aml N"-<w+ -_ DAAwNL Nor A PBi1'D1C11VAl.EVATLO6KL]NQ I'f h4,S 71,I.Q-LI yl yt V MA'EERIAL CHARACT R(STIQB AND SPECIFICATIQ I— , Shall be strictly in accordance with General Notes and Components indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing No.20-176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176, 7- UMW-TATKMS AN�N�ONS-OF USE; 7,1. Shall be strictly in compliance with General Notes No 1, 8 thru 14, indicated on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 prepared by Tilteco, Inc, and signed and sealed by Walter A- Till, Jr., P.E. T2. Product may be installed within HIGH VELOCITY HURRICANE TONES as defined on section 1620.2 of the Florida Building Code- 7,3, Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit. Jr., P E. (Florida License No. 44167), President of Tilteco, Inc. (Florida CA-0006719). sa , , _ ,.......,. A r y>,. vCEkse, `-.1 ': - : g40.44167 - * : 'lr' ,i rsZ*''' -.."N ,'I ',o5TATE OF c . .- a3 r. fO'•tORIV "'i" SS�,NN - , r/"L �A 'gNNI111uT11%8, wnnLL O:t TILTBCO AO VON RECORDS 1 P. E. REPORT 20 I GLOBAL PROTECTION PRODUCTS, LLC 120 GATse GALVANIZED STEEL STORM PAINI ORW R 20.1761 REPORT B 20On&O1 1 i L i CC tt�iX TILLrT TESTING 6 ENGINEERiNG COMPANY wALTEa-n TiLur.fx,PE. PRODUCT EV,�LV t3iyREPORT IT`- ATi T- 1,1..A ,c ..- 1x4 ' REPORT NO - 20-0727.02 DATE: July 27.2020 PRODUCT CATEGORY Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global ProtectLon Products, LLC 48N S.W. 51 Street Davie, Florda 33314 T. PURPOSE _QEVVAL- iATtQN; This is a Product Evaluation Report issued by Wafter A. Tillit, Jr„ P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No, 61G20-3, Method 1D of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code„ and to verify that the product Is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 2 EVIDENCE SUBMITTED; 2.1. PRODUCT ALVATIDA119GUTAENT-P,E-D.): Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL', sheets 1 thru 18 of 18 prepared by Tilteco. Inc.; signed and sealed by Walter A. Tillit, Jr., P-E.: dated 07/2712020. This drawing is an InteRtgTd+pit 'ui$jtis Evaluation Report. ,'s -,E�, :..14Z,''', z' • V\CENSF•' -16"I1 - x .---'ri" #.11fi7 __ _� � x= _. "W 1® s STATE OF Q- 6155 MW4 36I Street, Suite 305, Miami. Florida 33166 - Phone. (A05) 871-19+ A(3b Wt141-1531 COMPONENTS FQR REGULAR do LIFE SAFETY STORM PANELS (SCALE 1 /: - I ) - 15195- (TOTAL WIDTH) _ 15196' jTCTN, W'G:.tT .. - 125no' (EErE0TVE VHOTH) _ f, a - - 6,2" _. ... 1 3IyC• - -1350' -� -. 1.3"A .. `-_AO- SEC - -_,-,.-.�... • 3.O - - - - ,. -. a D Sam- Yaa Tint' s L - .r a.'L F".1 STL'El 11 11, A wn�` M1 y AS till 3 , ,,Y !r f"" �� - Rai" f'�'VD 4.VA, MIN ENYE.iJ «^' k^�� .0 GRADE a. M�BAAI" 55 /I:.'- 'e^" FjDXR. ' ..DC10` 2�p•, dt. TYP ?�\ ' HEMMED TED..r�� GWVAra10 SFCLM. ," AStM A•BN3 y 1 I_GC( - r 7C+SO' ,.� y HCNFrt C, 6-� a;.v � I: ACJE - _ I - EOCIE LRUWM \" 11 GRADE' 50 CAL, DETAL A_I (DIA _ DETAIL A. (_VETAA A ' ,' j/°9S.87 ! i ;..WAIL A 3 _.- I --_ -S 1 _ - =_ - 6.250- - - . 35c e Cj', ,STORY PANEL f4 END STORM PANEL 2 I a" - - I - n-..-. _-- . . 1 rMNEi Y 'N0 LA' ' I' _ t33' R. O '` K4NINFD COOT - ' ,Do' R A - .-' - __ � I r ' f j._ , LSO,-- I r�1 I. T xC' C6' 04 - - 3775'-I1093' OMS' 2ot/' 2 ,2s L P .211E , Y f --_...... ',�, , ! _ ., - _. _... . R. 0 V +. t � -- A*DIEDfARN v6 E AI AI N�•, - - - - . OGT 7W''r - r,--. 2. 10' ( E1L 3 '' a'I)4,NOCul CDNNER A rNDS �0r E'ANE L.'S, NU�IR E LIP W/ Hr ) ELwr- (2-) "2fW_tIEA rs C; -U" HEADER a; gN9N& IN . j� - 7 uka SEL X �E ill i ,n. f 7; , �A '3N . ` I h :.OT , G63 ) I . 625' , , L� 31I 5/f16'. • ,L IOR ' STl1C LOCATION AT 7- VIER,, WNE, - 0.Y. IG . 083' X. � KEY HOLE WASHER _ _ CC,± D 1,35- (Y-€ - - p- CA,V4ALZU) Icv I I -573 A I ,.. ,14 a77'. -:._,. i , 2ANAC NC.EL ' ^, -._.,.,- )w- -2'` ---tin. PLATED WINE HIT - I C(CI' 2 X7"X1 f4" /ERR -NELY. USE .Na III ./Olr ALUMINUM ANGLE YDAnLTwc WASHER W/ ,*ETONNN '8AI.1I3i- TM.wfR MANIESS - - - - R DR NAI >,A1FD B"M], - ____ -_ - ., A 2D !2A- 7 ]G iEP: yr 15 S! �At€-- 3Oa StRNFS S.s S'UD RN(TYD .TSB' - T+`Ate_ a oM J 9 , 5 ,,. - 1 W r--.----- � 9,SL10' 9:,9' fl 9 3 SF1 III A 1 DTL 25 ,',,Dr --1 9yu, -i 4 ANGLE WITH _ITH STUD 4 ANGLE WITH REVERSL,- l-J li ^F 'OP EDGE 31" CYS 3 N - - '� PAeE4 Im' . ! t!M'- - '10- ' 175' 29 [ `>--r -, i.C` C{6` 16 1 ' ,,p• . S $ . 1E) ` 5.S STLO pNETF' TO 1 I tlf t 3-3• R 06i' 4q f (2) - !I ?x• ' I I I'--R,zs :.v'[iO' 325'. - 20Gi' - OSI - -'I-) - - ,� wF,. TRACK ANG(,� I 3/8" "F" TRACK FLAT PLATED •t 'Y`A^H„ I -WI NFA 11c4n.. TltUl •," Miff STUD t 1� ✓Q !I %T CC.. sy ( (; r,�btiEN,yF' _ tdo, 441�F„7 - - : *: 9F :'1f - FLORIDA BUILDING CODE (High VelocTy BUrricOT9 Zane I �ao-rc, - ' STATE OF : C' t v Ay4'c` a.mu ,L'rzLn .e< -. 20 GAGE GALVAN17ED STEE- STORM PANEL pit,;,°, a,. KEY HOLE y0AF tOFEO: • �? aT :, - - _ -- _,_ .-_. AT _PANEL ''. IS !0 - i L E C O GLOBAL PROTECTIOTi PRODUCTS, I.I.C. ""I MNHNHI-TSF,A+A• / ytJ�cd2v - I M C r[lTRI9 f AMFT �! Ti. 5, 9TIM s. , I =I. 20-176 "�[ —,Z--w lit m-- D,w -.,N, •� Nw�a IAy.;A2A->o.s NAR ORIANNIN -T ,; ZRI T19 WOO A. III a. PE fopINV - oRNR.a Iw_ Own 2 OF 21 L"571T A[lt�NN !L�FQR_RE�� gR PANELS_1: s� �J�S_(XTWtS FOR Iry iALllifi(tl IN F�wJMc C�v{�fTE,I INTO EXISTING POURED CONCRETE OR- C0-1 RETE BLOCK STRICTURES /A� �rF � j p['� ♦� ('O'KITITI2''ZIT f3LC1 r [tip? 'Iy -r- �r/�� p�i �� A�{ I CN7I-N ,-n P NELis ,-U— , L.-. 1Ri' L VA _1R— RC.WLAR 'L l'r C ,YS, L L {p,.. - 1 I MLR., ST0J A f_' NEE_ 1 S'EiEI PANUAMTC PL,.S RF L ' - :^WHdla E eNIcHoRs I9lE StlCOAE oN 6YQ1 6 f 9) Imo£( oN R -vA L CL� I 1 4n€FTS A TNIOIIpH 97 - ' _ I _ _ --* I iz -- .wa l I e' 5 ,t ETR'-.re ¢IXw(e i C ip `4 j ~t T 1 71A mot•-v'mPN r'%. r l "'� `°"`A€D I IN,- - I 1 9 CWFD ; T ,: 3 // �� I L ,-I) I - I / , I I F'� E 4 5'NG FWUL!RED I 1 I Y E •a CONCRETE IIL j i 11 I 1 I- -. 1a, R.Cou' CONCRETE aLOEA 1 I , I_ €-�%.raa as_. - j I x y r CASE A (PLAN) L RIA' r HA• I i t 1 ) tl ! I p SIOAIliR,. .,�„�,ar,sPWs-r, w.ex 1 1 l 9 � A .. "• sEALE 3/I6-r i `IA` _ ' I 1 y-:w W r F 1 awra;ra a `" ulsNa,. i Y i Y .., IpSyNI[, w{ } . p,-' e i _- CALff 1/'£ 1 G I uJsm-'" a Mc+sss. a GA. I 1 1 T- xw,fa' r I 1-r- RN Sass t 3 1 �. :9 - -wo.v w`�'`m- a _ 9 �• UI SlU, 4' E - 1 FAW 4 ffi¢wVCs• E 1 I - YrI. 1tlD eA1.• E I 1 r 1 — r 1 i .EYW t =7 , (IRA m m. 'o" S i 3 1 , I i 4 ' Y Z w 6--- - �- 1 I I r I I I I CONtAint ON [ D I I p4A - CASE CC (PLAN) I €OIA— WLCYA I 1 E D Rrq,REm 1 E.pKIR('1E CPOARFD '"° 3 sCAE T/+6"'• �%F D (PLAN) i _ , •• Fs = . IE-' I o TIT LICK . REGUIIEU [ - I' - ate.. z( �.,..y"`, I Imo. " ,air - FALA-M r,IR R.WELHATc T _ _ t =.L ,'� ^•'-"'• "mtl ,u"`AA +an" Aw of 'TWIN N AMJ ALFIYATA L'ONCP[TE ARCIdS -' "" ,- as •aa, ' , ILA! CA TAR -CAW 4 - A '). A in t.HI ON (SEt sLKOLAE ON a. a w ^A --- C SHCETI R A R) rIrJL1 M UNI1ttx ID.M.t 6HtDrn a e dBUILD tl� MOUN'IiNG .- '� , �`� I,.0TZ'LE . 6 --P..---- ._._ A . , f (1 fy LAZE . 3EC,I,,.+L-Z CDGC M CAI'ST,wC •••-•••,R•-,•,•••,,• i _.. ... cl 1 TIC 1I�•IW"A+w• x OPENIRIG W •L'A f" APOE . VAAIES I 1/R' E D CEf IF:h, NCS t1) rA el' rcA ALUM ""M aR 1' E [ :!. CASE F (PLAN] a WOOD 6 SiLCCfl! r'. WaCA`l PLATE SPACER + t i - e.,,TC 9 k 9) �--,,, - R NEW WIDE . VARIES r 1 8' I ' I ' i/ 41A1 TUA E Ass ' . ,AINCS ; 1 I t ?�2-+ CQhWW '1.9f ACU9t>'S- \ P I ROOD PLAT SPACER I ' 1 BENND tRACX 1 1 i TOP & 807-04 NLkJN-TAG$ CAN 9E -AIJI rL wnmRs I I I COM INEn N AN WAY TG SUIT ANY CASE E (PLAN) - ` (SET S:"TOu1E G. I ! iNIOALLAnOH =T3 r r . __ SNEE15 a `HBC. H 9) i I =ACT, "I I AA I - ,T -Av,, r*, C=- - E7ETINC POURED _ „� s„rcr � _- _ III, � y1.:' EA ✓ -, FLORIDA BUILDING CODE (II velocityNurrlcana Zon4) -- PRIpNn Rctaw _ _ - - CONCRETE ' R _ MrI * 1 - z' ram. -RI v. •s a (>!� / ENr.NCRe,E aI.00F ,..• R9Dxo TATuo .` muN. a. RNA-ca - 9M NAn i • 2O GA v F1 P A CIL GAL A-IZED STEEL STIN1M ANSI _ Ma- RF+^NIRFG -RIQt'S .[>CN• :� N 4 T � 0 4167 : D.wI19- -( SECTION X-X * ! * - C - - - _ - soar a a.: :t �:---�`'�--> -_, GLOBAL PROTECTIOFI PRODUCTS, LLC. 07I Ppf DETAIL FOR SPACERS REQUIRED AT.TQP OR ,pc;. FArEor - IL ECOIMC_', 6QII4�L JRACKS ADJACENT TO sTUCco/�1Q0@_D� . f+I Is Rt0► ,' ' ^ yr:°FL :� :`":RCR�R"W 20-176 NNI AL�C7'y�"`" .........- m-_-- ti. RA5.7,a :z. .,; .,, ,.... ,_ cA,..c N+ FI al IW nE TrAFER i 11T N, F.E. ..'- M,M,i-.�� 6 I.IIHHM F Ia11r " ""` - NTT s of R f't UDU,L' JA AI70N RBPnRT ND. 20.0717M 2 2.2. TEST REPORTS; Large missile impact ;clad tests were performed under SSTD 12.99 standard as per section 1609.1.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report # 0814.01-01 dated 03111,`C2 witnessed by William R. Mehner, P.E., Bartz Moroz, P.E. and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 26, 2001), signed and sealed by Edmundo Largaespada. P.E. and Henry Hattom, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section ' 609.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Flo,, ida, Report No. 1123.01-10, dated November 23. 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test Clv1- report No 9 198 byQC Metallurgical, Inc.. dated Merck 13, 2009, signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as per CC Meleflurgical Report No, 1OKII318, dated December 1, 2010 signed and sealed by Jerry Jaciofano, P,E. as per ASTM E-8, 2.3. STRUCTURAL ENGINEERING CALCULATi9N$: On 24 Gage Galvanized Stee Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wird load and panel length based on rationa; and comparative analysis, and in accordance with section 1604 of the Florida Buildir•g Code. Calculations prepared by Tilteco, Inc., dated 12/1&'10 and 08127/13 (for this revision), signed and sealed by Walter A Tillit, Jr,, P.E. 3..Mi.^56 LE IMPACT -RESISTANCE: Large missile impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4,-WNDL�1AWRW.$T NCEt, 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures, Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D ), drawing No. 20.175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 11, 13 thru 16 and 18 of 18. of Product Evaluation Document (P.E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12� Standard. y%01N8u1F1 'sz�. LP�EAll,N '9y 's ' --f: a,1:ti 67 a /' S y STATE OF :Ii: `- a,� DRIt�A . 4N, pNontuIfT N��`'� PHUMU 9":SYALUAUO-N jt Y-QTf t` b-U-;g'�q`77^IA, 3 5=JMT.ALIA_T1QN: Installation shall be performed strictiy in accordance with details indicated On sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.O.), drawing No. 20.175 Minimum separation to glass shall be as indicated on sheets 3, 6 13. 14. 15, 16 and 18 of 18. of Product Evaluation Document rP ED ; drawing No, 20.175. 6. MATERIAL CHARACTEFU$TICS ANp SPECIFIGATIONS. Shall be strictly w accordarwe'rJlth General Notes and Components indicated on sheet 1 and 2 of 18. of Product Evaluation Document (P.E.D.), drawing No, 20.175, Anchor specifications shall be as Indicated can sheet 1 of 18, of Product Evaluation Document (P,E.D.), drawing No. 20-175. 7, LIMITATIONS AND QQITIONS OF US.E; 7.1, Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No 20-175 prepared by TiReco. Inc. and signed and sealed by Walter A. Tillh, J' P-E- 7,2. Product shall not be installed within HiGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code 7.3. Product shall only be Installed into poured concrete, concrete block, and wood frame structures.. Product Evaluation Report prepared by Walter A. Ult, Jr., P.E. (Florida License No. 44167), President of TlIteco, Inc. (Florida CA-0006719), wanu W[ TILTFCO ADMON RECORDS, P. E. REPORT.2C GA.LVAN12ED STEEL STORM PANEL 1 DRTWI 20-175 % 1/4, 2/A, 3/4, 4/4, 5/5, 7/5, 1w/10, 2W/10, 3w/10, 4W/10. *6/5 5W/10, 6W/11 A 7W/11 3' -, A1As[,R5 FOR CONCRETE SLE SCKDULE OR S9LM a A 9 3' wLl, -_ 1 YA F"9R WOOt,' i(C SCL"TIPNS Ow SHEETS IO A IT 1' LAN_ ,..,.«,_-,_-.a _.. ,-__. -,_---;_.-._....,_..,.—..,�.�-,-,.._-.. , >.�,,. 0 D.Rf.. 3. 4 , I r T , .. 2 , iitt, - a _—� ' 1 ` - ' �TED "ANf_LS w,, 1/4•-20.I" A 7 :SL '-.I Fwi...S S.S. N-5. 9DLT W/ t/8' a 3/32' r '_! f.C'1_ _ WNCkUTS 6 FA OVERLAP - CWL I (SE.F S£eTAINS AS AIN'LN.ABlr) - II FD i �■■ �// + 4ii� 'L (4), '�� -;, 6 ., 2 2 2 O )WA 4 _)N, III 1 MIN 1J , 2/4. 3/4, 4/4, 5/5. 7/5, ,- . lw/lo- 2W/10. 3W/10, 4w/to, �SiLLr -�I\- / 5W/10, 6w/1I & 7W/11 I ANEU�'RS FDA CONCRETE SEE SCHEDLAE ON SHEETS 8 A 9 _ FOR *000 SEE SECTKM ON SHEDS 10 A 11 VIRTUAL REV.. P, III' ':. ,�. ,`. REGULAR STORM PANELS ,1',A 1d�L1 ELEVATION ual R--' "A .� led. at'd `! ' ' J1 N S Vlrt G ��3C 7 ens Rev. ccm t- i t 1e 202 2.67• k/,• NP. GAr: PI I. Hance With t hr PX2 C NSF-., 9RaLE for comp ra Anne Kla .. - polo \� . _ _, " l edition fA• , t HIN, CAP � �'A1E,Q, lE, .... 7t ..;M r1fAI I .III*.- � EN •.✓,. FLORIDA BUILDING COVE (M h Vwloc HT, On* Zone NO 4* 167 * i n 20 6A GALVANIZED STEEL STORM PANEL € or SECTIQ-N A-�''F:. ;� _r " , GLOBAL PROTECTION PRODUCTS, °f NTS ATE /4r / IIL°ICCOENC \ wFE - �-- - .aOA S.R AI nAFC I r-�- I[lT91�9 A EN91RQ *"` D9MpARF oRAE R yvl. %.�D,c�;., ORl "'nm`m.,o1Os •'%�"oa °"m nv.•NI nIAIIL ,NA, --,AA (iI.R9I-i'»7 20"T76 S,� ..y,. A4'Sfr `,`N/EA,9 CA-9696'To -- IYYe6 .W IIAI Y.LON A TAUT . AE NNIMII R MTA1 - .W4T 3 O„ -1- INSTALLATION__ DETAIL _. E4.R..I.EGULAR PANELS i.i �(�J INTO EXISTING POURED_ CONCRETE OR 0 NCRETE _BLOB STRUC URES POURED CONCRETE RGUREO CONCIII TE POURED CMICFtn OR CONCRETE 61ACN OR COWMIETE BLC It OR CONCRETE BLCCN< REOUNm CONCRETE AAeHM REGUSED REOURED ME SPImYLE d �OKR( Ad"� AIVroIN SIM 9) $-E TEf�NETTWAi G Sd[fABt Ct1 SHEET 9) 91QF 9) �. j -�c_- - L! mac:_ �- I I ED ED. Eb _lV /1 " i 1 i �I ' YAAWrAP it I[.AM1Aw ro IqjIE W III'AAIOfN 94 >' tWi •e19AUU i o �w1 i ® I- 9R°"1°9surr. - W WR 61 j I N6n N t P. i YaF e i f I 1 P. 1 l/•'N-'Fa _ i W 6 I'I•'•..mA+• I 2" 6' i!/•'•-IaT' I7/ ip,11 R/ I I6! qR W/ i T2 '- 1A! 92L16 9/ W7li'A a I31 *LA' I 17/.•.. 3I73'I � IT fh 3/33• I I I"I"I' NUT a F.cH inn R TAtNJ�- ; t; I, NaOil"n w FAaI I I' I 'J i I _ 1 + 1 i I I i i > ;- i "- 1 1 - ; I 50 MAX 1 I NO, F I or 1- -' L r l ! _1 w ' 1T/9Yv/R' •'-1) 1 EP LU ( +92 I IJI r /7• tit r L.. _ T- I ' -L T- Sap- I[ - 1 3 IS _ I 1 I•-20r3/4" 5-3. out _.,. ,«,-. q�y W' /8'13/32" WNG NUT 12 a 12 T/2- OC. CONANX'I AKHORS (SEE TCWD4.LE ON -DDHCArE ANCHORS STA=K, (SCE SO4DIAA" � S1Ml1T' 91 STD = SCWDIAE ON SHEET •) 9-170 91 FOUR10 COI OR F•GNd^ CCA`Ni'!F aR PIWATD CONCRT1 CIA NfAXIT "I cON^SCR 2L.J ,4� EpQ[ KOUPIPD AI F� DIRECT IItCiO 1MAt . MOUNTING DIRECT AND WALL. MOUNTING DIRECT MOUNTING 35�;cn� 11ySTALL R - 9 II��L� sEcnoN_g SCALE _/`' YJM1.i 3/6-" SCALE -try19FI:*y.,_ ,+' tp, 7�11 ft` P� "'-!,Q'''.,, y�; ""' S npTc fQR No 4416T a. (SEE 5CJ�Df!Lf ON I'OP & BOTTOM OO,JNTNRGS UN of SBI 9)) COMBINED IN ANY WAY TO S1,47 ANY 4 -J S TE Olt``-. '. F III I INSTAEIAT'10N, $model• . .�Rto 'A y,s$J j11 A,a� I Nq�ca 1. NIAIHLw- ANCHORS- FOR. L'0NC ET'E SEE SCFsL1RL ON SNOT 9 IM IIOOD SET SECTIONS oN S.W 12 3- uoI 2.6Y 3' 1Mr - ' _IYR. (ON ONEIReI➢�1 711gE 'Wum E 9, K 9E71L B6NrL • YN,. II = -ew & i : e I—, t I I I. I i I - I r ,I.•. - ; - I! Uhl ' S9 RO.T%ef , , Ij 5 1/6'. , V17, ! . I I WHO ,RW 9 C Vr, 6i M M— a I r a I d t. i, , •Af t 1 M I � S+ 11 a I .r' - ,4 e C -'. !, Sari I 1 X -L- I d y # IAAA ! 1 I I 1 1 1 I I i I 1 ! 14 I St 1 I ! c71 -- l +f. R am wo 3, Y...- - 3' Nit.. o.u..�iryi Aw & Dow" ,' M., Nun ANCHORS FOR CONCRETE SEE wHro, t ON SNEE! i FOR WOOD SEE SECTIONS ON SHEET 12 REGULAR STQ PA►rELS , 11 aj( E�ATtON sCur 3/ ,. T I/,' WX, OAR 2.6T" IEw o+OLw_.7 WIgAE vNlrn 6A I/,. Mao f-it ' , I SECTION A -A (Tvo.) SCALE 3/32--1' FLORIDA BUILDING CODE Mgr V61oci1T NMrrl=,T4 Zone R:{qB "Otm. IC 20 GAGE GAI VANIIEO STEEL STORM PANEL OW.F r ww" GLOBAL PROTECTION PRODUCTS, LLC, 97I29r�2p �A I LIE C O .. ,ti fops S.MI 1, RTADEI TIWi T8TA9 f pIONdCn 6WIl4R+Y Q.V. n. 733M ... SIW W. AR, sR9.. AAAERR,. Frt¢I T9+5wE. El6.1M1I-7945. rAA, [WSA)Ir-AT97 20-I'='{ W-,. UNq w,-,NW r. {AAT IN-NIn F M LAC A IAL,T h, At T'tw TAINTART " 2! 2 naww Lr. ATE'! �-" (D W - —Cu a/ U L O O = Q M . — -4--• ) 6 O O O -- O L- Q C L _O Co O M LL O > Cn .— N O O O CD- r- (a .� ``C^o VJ 0- Q a Z Z W J U) +i L. W (D (1) `*/^) O C/) CL 0- C/' a) (-) }C- =3 -0 (1110 O L- 0— U (mow, v / L. W LU 2i Q Z Z Q J 0- SHEET NO. SH 1.0. F- _________1 ITa ------ ---.--.-.------------ ------- ---------- I .VT,TNL5 1. 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I—— � � � - - . - - - - -- � - I - --- ' ____ _ � __r - I W$TAUAT JW-QE-T I _F N _QE IF SAFETY SIQRM PA14 OL$ _QR�QF!J1Q---_#1_F -j-_E_ - _LL SYST -im � ,/.,. � WWA,, . 6, a " I I --- 1 ;.11"2- r.W-Abm K 1�1� INTQ EXISTINQ WOOD STRUCTURES � 'tooLi -rAT(1 I - iI -1 " ... - _4 .. - � - - __-Ii--F � � k . I I , , �j � I � � ", ii I : 1, �! �i t LL____ --� - � I t . ir:_ -_ � � I . __ I - L - �� J, I I I ��-� �z Fol � "MIARWL v ;1 I I ! I i I I I ,� Doi - :: 'T' " L L-r i mmmmm� I �F` - , " , � I , to, .W.I.It, wi I][ ""=Mm t k4 .o.c _.�, I _-, i , F�l - - - i- I to, , � �: -, � ti-, ,,rt) � % 111 , � ; -11 - -t L-- ;,- - , j� I ! I � , � :7 bt-I w l'i - _ _ - ,'- - I -___A__-L I � FA _ � ,I *�� I- �, - I - ,,-,m 'fL. , i I . MOLL 7 ,-�.I"- - i4_ 'IN I , � t4f . �_ 4- -- 0 P_ � I �jo It I Iliz, - � : I - LIERNAT]YE I ALTER . I i L , NA il ./r.. , /_--r11 - �m - " I 1� �Ai( I -- :- "', (il- I . V kc. � 4ec . itET I /T) - - T ::: fl - �-' E _4 - � A I. S ; A , i �� . . " � - _., ; .4 'C' I , I . , I - � 1, r, IJ . � d � f I ; . ,4 p 5`� ; - - I ,- 'A . I kn �, �,<E I I ! I JUP.L md �-'% 3\., . "fil 1. . I __ j " ,\ _,�,,e- - " V` I- i � 11' I -_ � _ � � 4.%Tw*a ,4%e - ,,, .0,p\f.,;I,. � ��T- � - I I i . 'N C'kit , ov, f ,., ,),-� 00 - 7 fFn_r-_---, _ %le 2 V Ip N1_- Fl� UAIS T I T.. I I , I : � :, _____-7- 4 'je tkN t n . "I" : �.�=alw#- 0 . �� I . , � I lo, 1 � , : V=OIC, � �:::: Aans ?1Sa,,Nce \Nx _7u7____, . Ea! , - I'll �,L I , P10(ve Y,\,a\ T . ,,=-----, � �� IN ;of comp e,b(3 F��__ � : � ra! � ji _ - 1, ; 0 ,;:�� L � --- �', r � , i I j i � .000 ""', ,Awon %IN L j f � � I I L I - _-- _�_,,, � i , I . I wwwo I �_; L I _r - .11 ._ _ [ � I � In- - I I ------- T� --- - I - -_ - _--it-2i - I � I \-, �' 1_1T . 8�' - ALIERNATIME. 4 �� - ,/.-. - sm" It s- ox w/ , ,,n� � ,wx" po."Timl- OR _1 I- - � , . I �,__ __ I ,.-K �LAATE niMC( . 0" - PA""If k�A a 9' cc 4 I w1v -1 ,-c,m K�-`AEVN` � r-4TLA;` W)Qv vv,u 3,w . ,- �T NO. - -LC_ .� �_ - mv,I'T , iN1A_"__MM_TjNQ "A, 4111, � iN5JALLLA*�ION T!�t,�,Z,, ......... " - __ " . , i�,.�� \ ALIF.RNA-TJVE 1 E" . L>,T I'd, - " .1 . '% It : 7 , S FLORIDA BUILDING COOt (KgT-.= Va;acily Hurric.n. Zon,t) z .1 W, - I I -1 I 11- � * - Lk- 1� - 20 &WE - E OF , .7 i - ,C` H2111 1 **. - " I GALVARIM STEEL STORM PANEL , f;�_�, i. ovwteee 1 �ALAIIMI &Rt OKI _f(i IGR �C* 4ffll .S,D ZKS�l LCO011 , * __,�,___ I - " GLOBAL PROTECTION PRODUCTS, LL ,553. - -2 Q F,,? AM JFAMM�S LENG -1 ,,q�i - n� (e TD 6 , " C. A - I wt Fc� �o . 2 "m � "Jo %,,-�?i� "'L 11LIECO Iftc, _1w "tAw coldlit,,UII itow mt.slj� `� K %1`T4tA � �.4 ,�>7e� \ Im 51!j 57-m ...... ai, �,,)�'Lw.., FLAT, - .. It ..pp#Ix;tI_ ,~Aw '. w., � 2, It/ s�rcrr orts- G, o s5 :Ti mol.. � " - - . __ � �. _1�5 t. "�`!`N_N.? 20-176 - - llos I ... t�ii*' v ", - - w, .7�,:: 'm iw, _!.,.� - I oiLAtLmLL - �, _XZ7_-�-I�mi; 1-II4 -.--. ,� . - � �� __ I - I r�lc - "11 . � _____1r__ - - L-, ___t1"f __,�_ - - swr " - m _'LL , ,2 4, 14 ____._____________ ____ -_ I I -_ - .7 . . - - i - I -iiiiiiiiiii' (2) (1) 17 C/) -0 -m > (1) C- _§........# 0 L_ (:L) (:L) L_ 0- Q_ = 0 _0 0 L_ = .- 0)0 Cu -4- -0 (L) - 0- U) . (3.) - = Q) -0 C:) 0 0 m -0 U) -0 0 = L_ EL - = I- -2 (3.) 3: m = 0 .0 -6- M L.L ,,- 0 - CU > 'L/) u) .- -0 (L) U) E L_ (3) .4-, m 2 C�L Eiiiiiiiii Iiiiiiiiiiii- M -0 1.0- . S� - iiiiiiiiiid' U) a- < a 4 z z w mi (n i L. a) (1) (1) c- _+_j +--a C/) =3 m > 0 L_ C/) 0_ 0- (L) -4-0 0 C =3 -0 m 0 QL - 0 a) U) L. m =3 LLJ 2 < Z z < I -.1 0- SHEET NO. SH 1.1 _-.. ANCHORS (SEE SE•jTICAI ON SHEETS 17, 16. :S k 2D) _ 3` FMi W17. A,/17. WIa. 31/1% 4/17. 93/18. 2- YN% T- MIN. 11 6,MYfiR 7AII a Nw/20 a-JIe, 7NR/IN a MR/20 1' YPI 0 0 a I f' _......... - .- ------ --?--- i, I I --r--I ^ I .. _' r. - —� I(j)-fa �A .'�I . I' _T;a.@ *"'A"' STD 'A" AECRAA r`a..ArE1 - - _ - A. - - -�- r III ,• si YS - _ - A W'i ••�' I P4�1 LENGTH Awn l .AM FT i � (SEE SC:�C'slE-; taIRIRv [ 6- lI-0.1 - __ __ - __._ '- - - - I - I -fy wvltdl.. 5`TVC- - 4--- ._.. ._-_ - -_ __ 6' IF I .�N a �E y.T. �I -6_1 J IawFi. 6�'CY CUbUS ,C/ D.Y..®orb/I,I �-.- - __...__-___ _ T r _. NFTAAP- AND N8 €:✓7: k Na 'eHl - ... .lema - WIT. W17 ups, M//7. �1s7, 5B/16. 3' W,x. ,- MIN sratfl6, 7me/1s 6 SAI '�Gbi r6lrfls a UW/20 -• YIN -- ANCHORS (SEE 5ECTIoks OR STEE'.5 1>. IB, 19 * 2V _ OPTION FOR LIFE SAFETY STORM PANEL 1� V i 'A_E 1/16-.1- - •;a• w w I a Now ,.,,T.V`v. �� pe,. rllv_6_ . an_ a , { II1.1E avm 1)6R® .....�.".-r.� ,r.r..••... P-1 �"'�. ' -_.__ --_._ _ ..:.-- ..t..1. r ��✓/�.__` - .- ouar - -. � L EWAOR SECTION A —AA MAXIMUM A.S.D. 2E51GN PRESSi E RATING ' p.s f.� AND Epl� ._ CORRESPONDING MAXIMUM PANEL —LENGTH 'LN SC,HE.DVIE .0', \CENI...'? \ ND. 44167 *: * :*'- MAXIMUM A.S.D i(ADM. PANEL LEI.: -. -._.._ _ DESI=„N PRESSURE MINIMUM '.AR Tt N 1 L (I ) SE A 0'N I RATING (P,s.l-) ?0 GLASS CONDITION CONDANEITION (SEE SECTIONS) +55.0. -72.0 I 8'-8- 2 3/4' UNHOLIED a FLORIDA BUILDING CODE (Nigh Y.lacity XYr,:cane Zone :-24'N lLX. _ K =,�.c''. "(ORLON•: `�.� j 20 GAGE GALVANIZED STEEL STORM PANEL I om., e,• 1 `-1 I iLL ECONM /.i_1 D WIAL PROTECTION PRODUCTS, LLC.j / / I TIwrk Eai[.a CPAxE _ ,. e ,/ o,T» �I�-17. .620 -_ ' -N �WAAa .FT IW�0 4 r1 snT A1 e �MN fim.• ._� ------.-N. Ht 4)slWwlMw/TAAE ' k FT. . nw _y. _wHLR IN a 7 IENI. INSTALLAT)4 , DETAILS_�R OPT_ ION _ #2 FOR UFE SAFETY STORM PANEL SYSTEM INTO EXISTING WOOD STRUCTURES �-_.. - -- __ _.^ - WOW NfADER ; IL HEADEA �wa'. WC')D RR:AI WDOO •RfA{1ER aL ,Wm ! A ... I PN' o omR. ENau6RDD L, __ __-- ., I T#! 0.1 a 6' APt TIC - ...__..-__. _ ..-..� 1 fi - ia. . . R. r. _. � 1 N TAPCE4W 6 6 ,:.1. 1 I . /a t f a 6 O.C. • ... _- -i I)'-'- 1 APtilfl a 6 O.0 W , 1 MAY 1 / /1 HRCA(KD Al w000 . f j'' .1 r. I Wq Tl / t/2 Al HOOD w I 4 2' AWA. ! /2 TISSF,IDEp AT NOOp _ MACH 1 /2' MAN rHAEA,p[p PEAR RATIG4 AT WOOD • .EIDER WADER HI(A3CR HEADER WADERAno.I WADER WADER i : - -"' Wi _ 7' � 2' I - j ' � 2' YA„ - E6n • 7 YNr , --- �` ... T I { WR1 g T Lr-,lJ -C ° L : DY, I —1 y coal Lr-•--,J H i�1 (�' y I]ONi. L A I"j; . i`U LJ , LJ ��, I I -L' 110•. PANEL fASlweI `Ye IAHit;s GLASS Yt W.Eml I 1 i I 1 ,' Wi J e%ISTNc I aiAs�' GLAss -- M I a AM ( t i I OA YQT Ib ,�, ION AMEN IENGTN ALA WPT 14) j (SEE NOTE 1 GROW) ' WriL LENGTH I ESEE GTE I KI-) -L' WA I PAI,A,I Lf,4TN LI6sTRIC . Y. I ! (SEL NttTE I wLo*) EIDSTP4f, e" NTw,ctxr: _ r❑ a. { ro eAs I is€€ H.7rE Nttow) fAAsS •fl"t-2A 1' I I I.U55 'r ..ly_2 _ - Ss Ms W/ ' _.' - I S.5 M.S. w/ _IN 1 I 7fa. • 3/3YI I 1/0'. A 3/3Y I I wlwC MYT Lew.. HALT - _ 2" / 6. i '✓i ;APCd4 w V) 6' oc w/I 1/2' I _' HWr.. THREADED I PEI(SRAnpH Al FI YP}1wDTw !]F PlAIC F{'T� � t .� ♦ /? ,i I IS^-J 6' _'T9.r I .. k-SJ' i �S• 6- .Y I w/ H ,� ya - A , I CIO L -@twi GWIT. f0 I 1 * 3/ S.S 5 E0, ,/a.-7NJ/.S.S M.S. w/ . _ - 7/6'.x..,/.32' WIND MIT 7/e'.13/32-.LAMS WE 7 • M "a'.. J 3 ' ti.,_ r___d_.� rF 6 ! . 3 32 A1G Nu 7 fY, i/ / WA6HDR a 1 1 _ 2f2' ' P - � wAS•sE RE+LRc'R Ar @EITw6 t 1 WASTE • e2 7' O.0 I.I$11[]R 1 .". TAMO. a 6' G.C, I , . r APCON a G-C APCW • A- OC 6 t -N • 7' awl TAMYAfYC w. / I w BTtlo .cc0EE0 STYb , `STAGGERED I � ) r A. W// //t M.I iMRE/:rEG I V/�,� ICI• Tle$ADFD !{ f11 CRATE _ _ I_ �- AfHET4AT10N T Y'OAHoT*+ -M)N AT IypIpTH {11 j�)+� w3o0 PLATE - RC.JD PLATE CA PI.AR OF PATE T _j•. RfSUPu Alta 2-.s ." PLATE 7'Aa' w000 PATE , kETRr . 1VO1.17 a Rea (RED WALL NOUNTiNG iNSTALLATWN WALL MOUNTING INSTAL ATION WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION ALTERNATIVE 7AW 0 _REJULM PANEL ALTERNATIVE 1M ALTERNATIVE 6AW ALIERNATJ' Ii ivN.F 3/b'•I- O I SMM P-AN 9 REGULAR PANEL 0 W E SAFETY PANEL 04.M.N�A SCALE 3/0--1 s UAu 3/6'=:,- ,L. 3,r•...-- •�,�V, It, TILL/ice", 22� g, v . 9,''wA. �� -%,,EN Sf i FLORIDA &UILDING CODE (High V1MRc:Ay Hurricone Zone) To 'SSL5L - 20ARE SF Y .ii FOR LEAV:, A T a - C.C�Jd• i:I,.CS r-- _ A iC .6l �'. -71-0 PSF Al10 PAWLS LEA'GTH ❑P iC 6-b- i 2 Ia4 NEW IOOD III CONSTRUCTOM WOOD .EMBERS -C BE S THIO. PPE NO 1. III SJFO,FIL CE ST OF 0 SS OR EDWE 4 NO% * . ESA - F L i - * y = L 0 .''�� -- �f e21NP TYI .IC -_ ILiT`_ _ 20 G YAM T STORM PANE I ACE GALVANIZED STEEL 5T0 L r. Rxw1 � r PLOBAL PROTECTION PRODUCTS, LLCG A.]!' Sr 5, STALL+ m/Ae/Nate aw rNLiT rCfn.w l [wNCLNwo C 4'�ilr . 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Wf SPEC'IC EHNS!'•H Of 655 OR rcL l 1 ow RANG; Out 6 , fA- U-C EI Ec U 1 I 6 .I _ , ';I gg d _I 2-.#- AOCO FLEA I N- 7/6'9 I Vu" w NUT REf3;�fc,_ _ I IFAS-EA a tEFLYU ND) III_10 PAWL-- PLUS Is 6 I/a- cc W1, fa' YIN NwrADED PENETRATION I WILL LlS2II KTLNG LNSTAUAT.KON, r I A ' t' 11/4 9 7 ii PAN( y ,* Gi "I E .1/8*- �P ,'F . -�` „-_ ALE /6•.,,._ FLORIDA BUILDING CODE_ (High Y61aciTy H.vlcons Zone A - .'. 7 _ _ # - ' `T 0 +.'Tx- 20 GAGE GALVANIZED STEEL STORY PANEL I --- oRrRN M -- A _ `rF a1-_ --- '---- GLOBAL PROTECTION PRODUCTS, LLC, IL ECOIM. tea.„ - HR — _ ... T4A3T TEsn.10 a rMPINaRA.6 CPA',- I `U`," A' ,.!I, .. �_ r, ...I INN I'.- IN I!AiEYL 4. . I -nNaM, .r lffiA 4I - I FA-:G'Dfi1 L.. --1.ec.>' 3 g_ 0-l7 2 6 Limy NS i,I:, . 1 " m ..N4rVH.,�ra•,AS I.E T'1T A 'I,A A 1 � L F � =r ,.. M1tci n..-G n INS1ALLAR0 DETAILS FOR OPTION--" FOR LIFE SAFETY STQRM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1 , 4' TAP.'#. ANCHORS 4- TAP TAY ANCHORS I N` € c. a e- D C. _E POLRED ODYW RE1E tDCN RA U m,cwt RLOCN C RLGIED { S .. ,-C 1 V. I 1/a' -..-..._._ Max MR,. I F D.• f.O • I R .+�4• I 1Caws '.%yam . y fprR I M I- II I III 1 I ) I : H �i ! Li. �Lt 41 E Wy ._ _ _) 1 9 9 E 0� I�,54�f peC ) 1 . . ]I 6' --",-4, ,y . I.,_NA 1:Sor)' (OAAA i y' u o 4 _ L (j 6• E D • I I •.s• ! .] _"Imi � ws .1 • , /:4-•4'0 V,Yp{,MA,iF PLUS wf #14-ID. PANEIAWK PLIJE. wf T/8f . 3/32` WING NUT WAWA ?/e'!'A 3,'.32' WRAC N6P wAS,CNt o 6 I'.- o,c ( 'JND1 PW CIYKWI F4AEE0 CfRB OR c1cl ErE BLOCK OR to"ORME ELLS.".W REOURED WALL MOUNTING INSTALLATION SA PANEL Vll"' NEoumm WALL MOUNTING INSTALLATION S£CTNMN SB 4 UM ,MEN PANEL 4IAAWMH,IONAN. SCALE 3/6'.I' SECTION O REGULAR SCALE /4'. 1 #•. I I TEE 'SHEET tot 2a " ANC�Mt� ANT[ W i ANCHOR � ,� , PrW1', 1i4H:.-i sw_. MR Ad now IM'G ,LIDO .......... .....� _ -...... ] ]. FINE m ADNO uh, MIaICA YAa.M (Nr} eiaAV W NX;NDP M•Af..Al�S AID M•A❑rW I AGE W A10E ARC NdW TEa . ?Js --- "Wt wages ..C•'r•EH a".! _ s s SOHCJULE Me E� 1ESS MGM r6CATIL C 5GHCJANE RMWI AFFOADR SPA IfG Nr It. mi 'tom Mt CIA) 3— J ,n - Y—,HCICRIM AAA`iALrI1.a ➢P _ I-o_ W I1 H `7-- THE MH,D0VFC FACTGHS FDA . +PJ' I/7' - 350-owIO, 'K INC TO ■ YYSSIiE. REyxiJI LES$ ,%'U•4o - fAC1Cw SHWA NCTt ,E55 )wH.N AINIIW SPACNG PIGGIW- E.C. ANON( HYPE MI ENS SC,CIWAtY, , PUMA " -.�-___-_... ] ,n. _ ,",, E. ..:_!iE1 i40. 44167 *: FT - _. - _------------ H.:a, `r^a" PA. cN'm E-Z HANG URM PANEL SHOWN ON THTS PRODUCT EVNANTN)N DOCUMENT "P rD) NIA5 BEEN VERIFIED FCR COMPLlI :N ACCORDANCE w'TH THE 2020 (711, EDITION) Of THE FLORIDA BUILDING CODE. D'S^N x F w: wtNID T5 SHL4f1 R 4H N BE DCEPMINEO A°+ PER SECTION WH 6TH SE E ABOVE MENI,a ED GODL. ro, A WINDDIRE SPEED AS ACTOR Kd OA• 11E IN COHERE THESE 'SHNOT E RS O T BE MAXIMUM SAND M NOR A DIREf_'fIONAyfET FACTOR Ka.O.@S. U5lrr ASCE 7-16 AND SwLEL, NOT EN[Q0 THE wMXN/VM (AS.O.) dAFSIGN PRF'SS APE PA; AI INDICATED ON SNEE'S 25 k 26. IN ORDER TO Jt#AY THL ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DVEW40WO PER ASCE 7-1fi SMALL RE FATS RECKAGID TO A5.D. DESIGN WIND LD0405 81 MULTIPLYW III BY 0-5 IN ORDER TO TO COMPARE -?t-VYE IF/ iMAI (ASD) 00544 PRESSURE RATINGS VIDECATTD ON SHEETS 25 a 26 IN ORDER TO VERIFY THAT COMPONENTS AND .itJ[Nd15 ON 7H5 TIED AS TESTL`E, WERE NOT OVER 5TF[5 DE A .. NO IN ALOWASLE STRESS FOR WINO LOAD WAS !M USED W THEIR ANAtYS' FASTEWFIS SPACING TO WOOD NNS BEEN DEFCRMA,IE6 •: ACCORDM4CE EIRH N.0.5. 20'S- STORM PANEL'S AOEOU+AT FOR IMPACT AND FAI A RESISTANCE NM5 BEEN VERFED n ACCORDANCE M•H SEI;TON )626 0; THE ASOq WIFETIDNEL` COX AS PER VENESTRATrbN TE"NC LABORATORY. INC REPORT / 2032, 45 PROTOCOLS TAS-20'. TAS-202 AND TAS-203. ? THIS SYSTEM HAS BEEN DE$IGNIED TO BE INSTALLED ON THE OUTSIDE Or' THE OPENING ACCESSING 'Iw OPENING FROM THE N510F W/0 THE USE DF A LADDER OR LIM THIS APPi-NATION ISVA ID WNFN INSTALLATION 5 INTENDED TO, Bi PERFORMED I ROW THE NS'X Or STRUCTURE. SFRIES )DDO INSTALL ATiONT IS APPLX(ANIC TO SRI AND DOUBLE HUNG 5 L- WINOGRS W1•CN MS:AIATIK 5 Fd OLTIRE0 10 Bk PERFORMED FIILHE LIFE INS" OF STRACiLIPE. A SERIES 2DOO f4-ALLCION 5 APPLICABLE IV. SINGLE AND DOUBLE HUNG ANAL. "DIRVOWA, SLIDERS 51YLL 1rFAUONS WHEN INSTALLAT',ON 5 AUpgRED TO BE PERFORMED FAOA THE ,4<0E OF STRUCTI 5 ALL ALUMINUM C;SIRL'SIONS TO SE 6063-16 ALLOY AND TEMPER (UNLESS OTHIE'RWSE NOTED) b ALL ALUMINUM SHEET METAL USED AT CLOSVPI 5HAE1 HAVE 310S-H14 AL.LOY. ALL STEEL SHEET METAL PANELS SHALL HAVE SIPLP iJRAL OUAL:ITY STEEL, ASILI A-65:. GRA$ NO MIN.- OA€VANAZED STEEL OFSCK".NATION w/`Eq+ 58., AS, (AFTER ROLLED) EL ,Ali 'CREWS 10 BE STAINLESS STEEL 304 OR 316 MS! SERIES OR IX3RIROS-•I<du RESISTANT COATEC CARBON STEEL A5 PER LAIN I 50016 W/ 50 R., YEID STRENGTH ARID BD 1a, TENSILE STRENGTH At 5HASL COMPLY W/ FLORIDA SUILUM COCf SECTION 2411.334 9. SOUS TO. BE ASEW A-3C7 GALVANIZED STEEL. DR AIS, XM SERIES STAIftt5,S STaL. w"H 36 Ell WW'- ,3R YIELD STRENGTH I:0 ANCHORS -C WALL SHALE._ BE AS FOLLOWS. (A) ID-EEE:-Tjf 1AQU :LL11'iRfTE, I_ 1/1•0 TAP•CD- 1JX.FORS AS MANLAALTUREO BY II w'. BLILOEM, INC.. (Mw. ''c 3102 P.2,.) 1/ % 1 .ILK-iN ME AN '4 T INC' /B CNKRS. A._ AL .rTACTURED BY DEW L. NC HALM. t 3 ( 000 P s.. P I A- F P H R Op ArAELMATE EYN..E 10 k RNE_MAiE PE1/5 ANC O 5 AS F R IA I} MAAHf AC'URE6 By fLCO tONST [CTkNN RODlC1S. (Cs N3350 P..J ) I A-i) MIN'AAUM EMBEDMENT OF IAA LON ANCHORS POP POURED CONCRETE SiN4t, BE 1 3/4• AND 2` TOP PALNTELMWEE. FEMALE 0 k PANEEYATE P;US • A?) WEARALU EMBEDMENT Or I/A-. r 7/S_ CALK— ANCHORS SNAUI BE 5 6" 1/INTO CONCRETE AID `€MBEDYENT WTC ANT' FAR Ji MATEJtlK SIMIi BE PERL6TTED. j 1/€` e-20 S5 SIDEWALIt BOLTS USED SHALL BE LONG (NOUGM(SHOULD My FI"M MATERIAL EXIST. TO ENLACE 3/.' ,"TOANCHORS A 3) IN CASE TruT PRECAST STONEPRECAST CONCRETE PANELS, OR PMCRS BE rOUNb ON -HE ESiSTIEtG WALE OR FLOOR ANCEICRS'� SNAL1- BE ,ONE' ENOUGH TO REACH THE MAIN STRIX:IURE BE-INO SUCH PANEES AFOONCIRAC,E sFw Iu BE AS MEWINED IN A L) AND IN A2). (R' Ts Ear - I _a;0.=_, j a• . 'API ANCHORS AS YANLFACTLIRED eY I T w BaLDEX. INC j A' . k 7/8- GALA -IN ANCHORS. AS MANUFACTHRED BY DEWALT FIG. N'm.1 SLID PIII ) j 01A-,O PANELACATE rrvALE ED AND PA4FLMATE PLUS ANCHORSA5 EMNLIACILIRED BY Saco CONSTRUCTION P. `F . 4GOL'I:IT R m 2071 Pli.) I r - - ��, , : Art FLORIDA BUILDING CODE NI h Velocity Hurricane Zone cAI]SP Itmi . - I' 20 GAGE GALVANZED STEEL STORM PANEL i '1 GLOBAL PROTECTM PRODUCTS, LLC, „" h'0Z0 L E C O 1Nc -,i n v l Ar EI+E.6P�ii €°n a :°.I. . � rs 20-176 r „ I_,AH;'ue �"'LwN°`w'i .'L'-.u. .."D - (w)---k I (.e•Hw-a7vr . • • A A r .< -. aP H> - y.. __ - -Vr... --j `" .w DRAAANclar 74 5') MINIMUM EYREOMENT OF !AKON ANCHORS ANC PANELMI FEMALE 10 k PAREUFATE PLUS ARID CONCRETE III SHAL, Of T I/. B." WiNYN IM LN NNr tl 4' .1 L C DE:xME OF P A > -w ✓ T CALX ANC•wPER SM I 7/ ' wr / ALL BE S . 6 Y CikACRt'TE. kFl EMBEDMENT INTO MO PwiSIW MATTRM,L SHALL BE PL4NRi'REO t a" 0-20 55 SITAIII ,N BOLTS IPSFET .SEML BE LONG ENO,UGH(SWOULD ANY FINNISH MATtRRAL EXIST) TO ENUILGE 3,/4' INFO A•LCHORS, 8.3) IN CASE THAT PRECAST SCONE. OR PREGAS* CONCRETE PANELS BE FOUND ON TOE EMSIIFIG WA L.. ANCSHORS SHALL BE LONG ENOUGH TO REACH THE YA41 S-'RUC'URE EEHM SUCH PARE S. ANCHORAGE SNMLL BE AS YENIDIRED w 3,1) AND A 02). {[) ANCHI(Mi5 6,+Gq.L BE €-eAyLEO fOtLO)IMHC LLL OF TNe' 4ECp/YENOATIDNS 4N0 SPiCTGai1Or.5 Of THE /WCNCgE. MAN f . U AC'LR£R 11 IT SHALL BE THE RESPONSOLrTY OF THE CONTRACTOR TO VEP,rY THE SOLFFICNESS OF IF SNUCTURE WNEIE SAIVES JI IS F. Bf ATTACHED TO R8uJR's PROPER ANCHORAGE- THIS SHUTTER SHAU ONLY BE ATTIEAED TO COINCRETE ELESK pR WOOD FRAME >. r7. 411E IN1,7,NLAn('.1 CONTRACTOR IS TO S"EAI./'CAL4k ALL S#' IER COMP'ONEMd ETX,Z WHEN REMAIN IN CON'wLAOUS CONTACT' 'NRH1 THE 9MD040 10 FpdMgl CORED~ AJT-NIUSXki CAUrM ME RN. SHUT'EF TRACXS &I ARDU40 FULL 1ENG-114 13 STORM PANEL NNSTALFATIM SHALE COMPLY MTN SPECS IIBMCFTED IN THIS LAR II'LLS ANY BUILDING AND ZONING REGUUIIONS PROVIDED ST THE JURISDICTION WHERE PENYTi IS APPLIED TO H# ATWN W16100w'S AND DOORS• INC. E - 2 MANG STORY PEEL SYSTEMI S PRISM POMM 15 (❑) THIS PKIDOC' VALIATIOFY DOCUA/E'NT (PE.O.) PREPARED BY THIS ENGNI IS GETCAK AND DOES NOT -ROVZi INFORNAl10N FOR A STE SPECIFIC PROJECT: L! W1ERE THE SIM CONDITIONS DEW.TE FROM THE P. E.D (D) CONTRACTOR 1O BE RESPONSIBLE FOR THE 5E.ECTEAN, OVIR RASE ,AND INSTALLATION ACLUOIING UFS SAEET'J OF THIS RROUi BASED ON THIS PED PREYVIOED rE/S"E DOES NO'I DEVOTE. TRW THE CONDITIONS OfT'AILED OF, TPNS CIO@UNHNT. CONSTRUCTION SAFETY AT ITI IS THE CONTRACTOR'S RESPONSIB31T'F. (el THIS P'PODIIC'T EVAILATION DOCUMENT WILL BE v.CONSIDERED TAIIII IF VOC41ED- (6) SITE SKOFIC PROJECTS SNAL! K PREPARED 6T A FLORIDA REGISTERED ENGINEER 39 AFY'rptECT WHICH O L BECOME TOE ENGINEO.R) ER OF RECORD (I FOR THE PBOJECI AND WHq WILL RI RESPESNSTBLE FOR THE IARDI USE OF THE P E G. ENCREEA OF RECORD ACTING A5 A DELEGATED ENGINEER TO THE PE O. ENGINEER, SHOT SLAW TO THE5 LATTER THE WE SPFCErC DRMNA:-S FOP RENEW (.; THIS R E 0 SNAIL NEAR THE ANTE AND OANGF`w S:AI. AND SIGNATURE Or THE ARDFFSSHONAL ENDwEE.R OF RECORD THAT PREPARED IT ,a STORM PAN MAN'f DR ER L AttuRER T "3 i.AR£Y. SHALL BE LOCI A Y A LOCATED CRI ACE ONE LABEL ALL. E T STORM \�''^�r ION S 0 PANEL IA LABERDANTO OQ Y MTN1' L7T11CIN 70 FL DNCIA dLIriG W; S ONE LAkE'.L SAMLL EE PLACED FOR ENE','• , \:I,.:�.. LAEEEING TO CCIMFtY WTtH SECrIONe r?(A& S 1 3{' TIE' Fi.OINA. ERALDaKr CODE. ,r•�t'�a a:.. l;; ,, e P, 410ENAK ' :A,•�' f No.44167 •'': *: * :* D l A .- x NUA,I'w'AN'INR,TNTF _+_ N C_ (1) Ca (]) U Q_ N L- O _0 L_ c CM j -0 � 0- (33 O i Q N 3: O a- O > N ��//,�N Q� L_ CL — U) Q a z z w J SEP 0 8 12071 V �I 931 €M E� 1 JIRIUA- ,EIF c t1 b sai l fl-I(. rJ� - ��I Gua "'v 1�I'L1 ', L'�i 111� ; /•�. :r�r.id G I > . r�YV i1)i-iE eL �jV '�tii PIaH$ kl� i. - with uAs 2020 F �T�() fond m ,y 0- - An0a Klahr FLARIDA BUILDING CCDE_(LET�h VeiociTy NY s-'?rt v I 9T R'[fA -- _ _ _ 9 20 GAGE GALVANIZ STORM P E0 STEEL OR AMEN _ or , n. 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T,',,' ,oLOr ,,C ATA7"Y*I ", 'LESTRFE"ET' R` A" PDIN"r 'cRrW. ElCtL7 A -ID'A I ,'O - - `p - -5 "Tc PqmlHI ENt"PAPI I r IT It I , - 3DITJ IT I I � � �I �.) IMIS RKETI EPOLLuAcI OGCTUMENT 0L E CI I PRIFILAI ev THE. 1-4coI - IS OCwtoll ANO DOE � 1 I - MAL tt SETTE - I'L` -RUIJEC', , I "Ili TRf ' TC COTEETH"IcS DIT MOM -14 HE 0 ` , PAA41WA�� IFIALIF, C� & L'APE-IIAIRE II ANCHORS AS ItAINUFACTILPIRL' Ell 1 I C,%R�11-I tLRH��I_ � �rc_l � IL 1, ., 7AW, HALL. ANC,E)IIS AT "A"j"t`TUAC�; $" OCIIII ;'I `- 11 COff"RAIRTI To RE RESIONSAI 1_�� TRY �ERCI PURsPALSE ANF INSTEALEATOc IMCLLIPW� Lift SRE' of THIS moOccl I VAPFc ON RE O DROOLED HC/5-f POR; NOT tWVATF PP064 T`f �o,ATXTLONSI IXITA&�ZF '14 HIT 'Ext-litiES, i kl� PINHAtIll tINIM--h- 'A TA,-_-� ON ANI'��IFDII I,7Q POVREO toLiTIRM SFALL OF � tTA- v �PN u_cO RAMELIDRE A.'r, CONSTRUCT" SMAI A' SILIE 1 7,,f tDINTIRLIC"OWC RICSLOILT, I 1 � ,,, FER L'Aw -UN Ilswlo� t,2� 1-�Ai It -IN III SVI.X -$E- k"LETHER,, 1�-kt RL FAIRIXAM T,rIl' 111. 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AGEOURAC, or EXISTING INVOLD ______7 bi j 4 DEAN M BE LTERTIF!ED W - -to ., 0 : REMS"ERED ENOWLER OR � I - � i I �_ id\k\01\ .. I RACYNITECT FROR TO SHLUTTER i I 4-011 I INSIALLKNON RGIRS 1 1 1 1 WMAIE WOOD ANCHORS I-----A � 1. . . - I- AN,, � -0 AIRWRA MIA, - !I I (SIL SC`i3OULf 1 SHIfT I'! (SEE SCHEDULE 01 . SKET I I) , �� 31 ��r_��-_f i , _E0 ;g%t- I Eo- 4AMUND, � - OR . 'p.-ImMIT .1 .1 AIR - � � ::� Z , , - I 1 0 Is In, .19 1 . 9ZiTIF1 I L r- - I I, . . . I/,- - . : MAX i i L " I r wow HEADER I I Argue" - I = , �(2 - I - - , , vz .. E I I -*-.-.-T I i 11 t 4, �� ; ! mswtl I r L�;=� wow A"C"m I !L I `.`L"io�t* 11 �w HAAR _TL i A, A I/.- ot � I , I I I 71 I , (SEE Srmccijue ON MI I . , -0, I : i F I : - i i L '. : - f,l � ) � sNm I I I . T ------, I , 1 " T- k* i �) 170 ;" I " , . -, , iI I : I I 1 I , T 1 . I I So"ECLAE I 11"'; i I - - ON SHEET �J) I A, CA 1.0 _1 A I I I i SMINAukriON 70 GLASS - I A. 'I � I I I I I - . I .11 - I I Dm - - I I I LLDI III r. %- LIACA, I. �n a _1 SOHEDATt ON Sliku 3) ALI I ,,-,,��- I.,- LVRI I ! A I , i I : i ! I I (PAN LENGTH : I SEELSICIMITI I I � , I I ON A , . ! SKET 3) U11-1 , � � I 1, (Stu SClI � I M 10 INC miclil cwu� r-41) 014 SHUT 3) '�', - � --- I __1 � 0 � � " - I 11 ,I I I it I- ri'i C I __1 = I i ! 1k , I 11 I --- --- , P I 11 - . � I I E i ,,, - 'L " i I r or "L: . I I I of 1, ; I MAX � 1 '4� t f_&, I I ' I �12_ T - ' I L_ - -A � L ,� I , -_ i ANI 1, I ..... � T . I , I 0 12 OC : "t, I 1 . I NO 'IMAGINE i �* � � , I E? i I oI - � _j i 1__A_ - 1/2' C. , ft.c.-JI f 5 MoDer, ILL LOWED I I to - 4 � _4L AA A '14� Ac i11 -] c J--L- ��=__ 1, I— --'I t I 1__ I � L ____ i I , i - - 2--tt' KOD i __ _ DE" "'OI m T I Y, -I PLATE , - I , "' REOLETRED , 'INS WCOU ANCTER, r WOOD AmTHI 1. I I SCIEVIAE ON 'SEE (SEE SCHEDULE DIN __ - __ Te, � "' SWA7 III L I I � - 2" .., _ - �I I __ CEILING AND ELI MOUNING &URNADA SCA.E 3/a." BU LD-W MQUHItNG ALTERHAIM ep.#` HIHN, S,GACE VIP-,. . , �t!F,!:/�04/>\ 4A I /4�.....\Iuw ,!It � � .. .. - . 1 mr, L,_E0__QQmwNAI ... Or_ � . I. t � -_ I IsP & ET'JITOW MCLIThITTINGS CAN eft LTESIGN ETRESTIALTRE RATTA.1 (p, %!� AND PAREL LENGTHS CCU61IE� IN ANY WALI TO SUIT WE crp f : NM 44167 " z � - 1 7�--- I ! * - ST4 WAN's x1m AI 24 "GIE GALVANIZED STEEL STORM PANEL -&,. ammill, AS Sr-PIZOILI ON SPIEfIr 3 � INSTAL:�Ach.'N I FOR NEW W=, tRAME r ^7104� 0000 I - ONSTRE). _ . 7i,�. b;, A� .1 K_ - � _ � �__ 0 -_ - , - - - — I I WE I ,MSCRS 14� K SOUTHERN ME No 2� W/ SPECIFIC DENSiTy Or Ott!, M tOLNI _; -, I � j ___ , C . __ , k � - 11LIMI... % RAM \1 MOM PROTECTION PRODUCTSN LLC. �Ka 47.- 46M S A, tow 016114ttkew L - I 11 - 11, II.0% " INAN"A" AA._ "ItIm _1.=-!1W1_ .. - "A- F_ Jc"�'A,H' 20-175 U � L ,, I -I'. i, -How le-)M-�. COAL _____ - uWARAV, - ci-Vim v II I AI I *K-.1 � i NAFIM"I'MAL"Alic"It H, - I I WWI ' P` 7 :� - -A. 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I - ------.----- END DETAILS -FOR IN-5-I&LATIQN IN POURED CONCRT EL I CQNr,RETE BLOCK OR WMD--STRUCTURES: VALID FOR REGULAR LIFE I 1 SAFE A E-Z HANG STORM PANEL SYSTEMS � I I T . � E . 11�, I I - � il-I(R '- OR Tu"im co"I"irm I I � - - "AmEs I - 1 '4-) L - " - `.., wow OMAN I . I' . .., 3!a"Z� AYCKARM ' I AlA' 63-16 IL0, DCNI I I & (ID i . T Rdl"i , I , 1 - I I 1,4* I 7 i/2- 1� a 12' I I 1 � - - ! I i"A'RED COMORM. DOW-RETE i SLMA OR 7'M' -000 F%" , _j OWNED CONOWL, I - / A BLOCA " " _ . /A. . I , VI . ,�- - T/2 . � = . I I NNMIP v , , 1 1 I ft->LMCI - i , I . - . " ,;R,G =- I - ��-�l - � ,", 2'-' WOOO `RARE I / t, - ,� "D L , i .- � I l C,Rl - � I � -e -- _ 1-4 - /----,, " � ! J I --7-,7.r - - T tI 1 � , - - , -./ i I , � , - . , .,` , >KA I ': :E 2' . �, . �* TO E �.�-It I" .01010H . - - I �/ 1-1 I I ,,ARIES 57 W- 9a. L - 2' . I" . 41�5' -- ii 4, ,I'. 1� OR 1 1,= ", I 1 2' " -r - 7 - — - - —1-1 -�, - - , I- �, M. I105-1. 94TE" PDuw,-.1-ATTi�C- ---n - to- - il .-I. Iiim. OR a,W ln,Cc IRARE " 1' vL� 41: DIN,♦ i 5DF1`-Fowl 0l I - I . I t 1� ": i, , - 2' - IF U,- ---, kICLIpriL �14: CV, ANCa . I I , I , " ----'- I 1/1' A WIT * :, 12' IOC ,;�- -,,. oll* , ztw& -lb -1.1 - I 01 _ � I � : � � ! SCALE 1/4*.I' I - : i i I I I Sx � - I.s �ANEL - . OVERLAP GE`lONQ - I - � I t�, I I- , I -01-fa CONI:Rrz SLocic bq � I RFPIES " -51 M. - �A IT." .am ,RARE -- I �IWT Dil �- �", , , 01i COnPAW,RA'E - S .i�� 1) .i ILVALL 4) - ". 4 OR "W"Ei LONCNETL A. -, , � pLocii, far. MITI I- TARKLAMFE PLLS ISFIF -* V.lrinE SCIE's "I NPER�I . S{HEULUE 0, SHEM 1, ,, An & It AIR" wa,Ru, . ArrILiCNILI ,C f ") q ---� O"NGG WOTH) POUPED CONCRETE -ORDR`- BLOCK OR K* w1OO FANNIE I .FD 11 � I >4 I � , ff I - I EQUIRED I . I � - I--- " I �- " - ----- r-i,i.I -- -- - el i '. I I -1 --- , /t /' �1 Aw�wil 'Ror,' (t ,(t i I .AXLS x -ct � � 1 � , . - , - "I �NTIALI 1,iiAL,.FI IC �* M,,, I : �- / I... I - lA1 I- - U. r-L) A - 00 DSTANCE -w-.,-w! - - -!-� :-mT - i ", I " -\ . I 1, I/ I- ---- — � ,.10.1111", i /--\,%� 11 1 . , I I 14, x-,�01 1� No 5CA,LE 1/4--l- ....... � L / I X";" " - . "" , ,i�, VkCI FCA 7�,.ECT W)uNl NS1AUA'Kll, --� a '\.\r,Ehsi....?1� I — — . I.. i", I � rER`-ii0 JuVIEL WSIA:LAIION AT WALLS� IF/ i I I , � � R .. �,W.C' LEVEL VARIATIONS ltin,lll Z,4' z : No. 44167 '- zz i I =*: : - z 11, : * = FLORIDA BUILDING CODE (Non High YtioCill Hurricane Zone) z . . i CAH E (PLAN) I CASE-1- '/.'-I- - -- ':� � STATE CC :0, 4F 1� '"IL"EV). � 1 24 GAGE GALVANIZED STEEL STORM PANEL � If in S, E�;- 'tCR101� V NuRP, SCALE i/4--1- SCALE ey, .,--, --, \# , � ' " .,/r/tats IA I ' I \ GLOBAL PROTECTION PRODUCTS. LLC-1 - A.; --1.4 '--o-- , ,-� 11LIECO... -- L , .. \ v_- _ ,,P�'; _ / - Trx- a ... " :;�� Ir", Iii.ffl- I =I. L-----.-.---- - - - - - "'" 70-175 1 , I - - I= uRtX l. - = I ..... I, �vm, llilimme- TiI,I, I. f-mft� - - - - - -*.-w " � I -------- ---- -------... �.- � . - i -1 I � Pr v.AL/-I114/*`n lP,n. A - �,.,-,& . ILDINal L, I -I In 1 1 MAXIMUM A.S.D. DESIGN PRESSURE RATING (1a.z.f.) AND CORRESPONDING "MUM-AtjChQR- SPACING SCHEDULE FOR REG�,I R STORM -PANEL I INSIALLABONS INTO WOOD- STRUCTURE (VALID ONLY FOR PANEL (DINSIALLATIONS AS PER ALTER."TrVFS IW 7HRU 4W, ON SHEETS 5 & 7) MAX, As O. DESIGN PRESSURE RAT04C (q.. f ) MAjnMuM ANCHORS SPACING fOR C,D . AS SHORAN ON SMEE7$ 6 & 7 Ap"�� PLTEFHAT"v I= OF TH-0. WA.-,. PANEL LEN,,� IL, In ) TAPCOk LAS SCREW P,V"Tr F.-IIALE In PANELVATE PLUS 1=0 BQS.qW#G 13- 13. "I - -- - - ,.,. - - - - 13. - - , - 1w , - - -- - 6 I/2' ,5- - - 6 ,/2- 6 ."2. ----- - - - 6 t/2- 5 vz, 2v COP) - 8, - -- - 6 114- a" ,i 1 - - - -- '2 1/2' 0 . - - 6 ,/.' 7w (90" I) -"* "O" 5'-0 OR LESS 8. 8, I e- a' - K: : I - - .45, -A- 11. 13 1 � 13. ,:� .. ",.. . OR LESS lr----- I 13- !I . I I V b I 12' IN --- - -t -- -i 3- , 1, 0, . 6- -(TOP) - Iw � -"3 -- .--- 6 '17- 6 -1(' - - - -- 6 112. - - -- - 6 112 -- IN ,'TOP) - -----I I - -1-Y- 6 10- - , - v ;� 2' - L 6 1/2' -- . - - 61 - -D, - ,- I . w ., I- - i`- Fool ----- , - - -- - -- - . I 6 1/2, - I .A . 11 4 'IW' -* -- --� . ,/1' I ,:, - -W wlrov) L le 1 �`?'. -- - 9 11"" " i 12- --- A . 40 {TOP] I - - 1 ,3 -- - fI,- , --� .- - - I 3. 1 _I 1/2' L L - *W IEL LENGTHS WHEN SPACER 1is 6 MAX ASO IiWINALIM AW*0Fr5 SPACING FOR E.G . AS "CRAW ON SHEETS 6 & 7 - LAU'im- ocs1GN I 10 &JEFNIA-VIE, "A"E" - � TAIRCON i � LA, SC,FWA, 1 PAWELVATF T � F I PANELMATE t Pi WOOL, BUSHING PRESSURE NAFTN� 0 a AN-, CeMBC*.%P, ,GT+ LEN (0.0) - FEMALE 11) i 4' � OF THEM ,,, 1, I 1 -- 13' 1 - -I----, ! I]' 13' ", (Tap) _ __� ,3, � W a. , I 'Bmw 1 I3- - : . 1 3- -- - -- 6-*./I" - t 1 ,tea' f ,�r --� - - 6 ,/:- --.- --- --- 6 1/2' ---- -- WN ill I OR; . 5' -ll I - 1 t 1/c : ,2 ,/Z- i 6 "I"' 17I, 11901. -1 , 1. . - -- � i 117- ! m- A f f A' I - - .. - - x (tOF) G� LESS - ji�Ta�n - _ om) .� -I 12- I s- i a' - 4 I M. - ,3* 13- I1!, 1 I3, ,!. 4% qiIiI - - . ,- .-n. -75 13* --- - - - . IS 1-1 - - ---- -- 13- po- " ITOR) - I 3. I '3' 13, I I ii , /A. I. ifv,rv,,,� -- - - i '/2 . 6 1/,. - � - . �'- �/" - --- (TOP) -- ?V----' . - --- I_ 6 I/2 _j 6 ,/�' --- 1-� - I - �-�---- i -- I T� I/! � 6 11 ". 2. illerr.) , '1T;, A :12 - i - - - /2- ,-,-. I -- , I 7 1/2' - -- - N 000 , 7 -t- 5' , 6'. - .1 I i ,� - N (80"Wj I . I' - -'� - I - -- I . - T I 12 - ' -- 11 (TOP)- 10p) I . 1 ,3. :]- ! i;- ,,- I �1. ,C. 4, ( EM -- -- .1 - !SEE TABLE 11 FOR WAX• A.S-D DEs;GN Loom & vAx PANEL LENGTHS WHEN SPx-Es? IS -M I ,)SED, CORRESPOND,WC ONLY TO ALTERNATE 2W ON SHEET 6 :_- - I TAKE 11 a A.S.D. 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I I I EC- � I E O IF I I I I I/ 'i - I ' , �,/ , Ix - "? w � _0 - ' I i I j ; j , 4 ' , -�"� ' I �_ 1 L L-p - � , . f, I --- I " - : I i 4 "CIARATIO. -1 I I ' ! I I j1IIIA 0 TO Giums it ! F 1�1-;-� TWISON, ; I , Hil � � I I A.C:K CLASS '-� t . I I � . i I I -----? - C C�,STRKJ " , j : .. . G s , � r : - 111111 : I. I I � I 4-�I- Ml,. ,,o- ' : TO GLASS I f A I I ; FXW)kC �Iifto I :,. CONCRETE OR CONCRETE ULOCP RJEOU'RED Ile# PAAELwA'E RL.Is ANCHOR 0 12 3/2' Or I I ,,�� '4"',. I , --- (SEE EX. 11C.- ION Slk;, I 2, SEE POETS 15 A 14 FOR OWWE• TYPE A SIAONG IOR NICALL&TmomS RfrO WOOD FLAK OULD""" MIMPUM ANUIXA, SIACIRGS ARO -.- mr O'STANCE w .0wo - T'" S-t . DH- I NRAT-Im"Hic !w,owN OR !!,C,,jiDV-1 R, ,It �� 1�10R% FOR � OPMTKN, 10 K -051iflf- W-1-m �Aic OWNHU I- 'Ac"R M`AL, MO` WE LCSS � wivilium SPACING ATICATFD FOR CAD. IN NOR 11-E D4 I- SC-,Mku . ANCHOR ,/.*. ,/.,. i UPICK, P-RIENINIE -- - - Amc," � F.) --- , - 5!,- I-- 1"""-` . 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DESION PRESSLIRE- RATING WILL -ANJ) -QQRRE$ � - - _� 1, IN53ALLAIIQN5-INTO ...C-Q,MVILT-L.-& CONCRETE .&M STRUCTURES (VA-0 ONLY FCR PANEL '0i )INS7AU-47IONS ,�_ Pfr S"i ',"I(INS 1 THRLI 6, 011 -BEETS 4 & 5) MAY. ASO WAX4A,v ANCHORS SPACING FOR RUN E D. Kii sCHEDuLf BELOW ; I -cAp-d - MA""'. - A7L MJLXNRAA ANC"ORS SPACING FOR WIN CZ PER SCHEDULE BELOW * -, i:AiI,d -M," U-SIGN PRESSuRE , sfT:--s i f ".I- - , I , ,., �fl�� _- - 7I , s To sEc,o.j f PANE, , LIMCIP4 TAIRCON som-sn PARELAIATE I'EU&C 10 PARELMACE �L VS ZAAiAC-NAAj`R I - I - - . -1 A,--. . . souo-sirl . PANEL"TE PANELMA"L FEWALE ID PLUS I zmw-�W�xm I -N RATING ,` - , . , qAit- & AN, I' -3m W. in 2�: .- ,,, ,& .ii L =- - , , ,a,�,,,.z,- �- ...,--- 9.9re j ro � , 1-- ,* � , 1-�C-.:, I IC�- - i-�-- 02:� o i - 6:- � ... (P., I � I c-B-1- or , -,E. 11 I I ip. ) CONIONAWN 01 'I". - ) , I - I J' IS` �� P , ,,- I,. , ,,. 13' .3 1 i-,- 1, I i-) "I ii, � ir I 13. i . 3 . . 3 . ,3- - 'r :, 13. j. :I. 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I /A*. !,.. 1 ANCIHOR TYPE 1111:- 1 -- I -", 1 "'NOMAX Hamir a 1 " "*"-1 `^-"-" i - - iow!w!-Tae� . --- - - --. -, ,w I- . -.;- ., 6'N"n C) , T- I �� - �• I � I . ; WANG, ma, ;6awci� -- _4 - I - - - ,:,, A -- I - 1, - t-�-� ACP.PL EM aMAMX ME)' FACTOR I i :: I - i I , ,,, . : - I I x J I � i I- I . , . i i RR - I.-,---]--'. � - - ..-- I I - AT - 1, I I ; - .. . - ---- .... -.. #I TO ONLY IRN-c INHEN spz*q is USED. SEE R MAIL A�S`Dl LOADS & MAX PANE. LE . WHEN SPACER 94 - ... --- - - -- u5zr. I SPACINGS i - DESiGN L-."" '---' -- TABIF it A ALS.D. DESIGN LOAD MA)MM PAWL LENGTH 40 P14 OR LESS - - 6,-S- ,, 40 PSF 10 50 PSF 6'- 2' > 50 PSF TO 50 PSF 5'-10, A M" PANEL LENGTHS ARE CAS�� VALID FOR NSTA.LLAIONS W/ Sri[) SET ANCHOR-, & W/ giA; SPACER AT 122 1/2' O C. � ........ ..... 4"" ."', ,O � Tit I "I', '. , e �� .......... /,. A' .5 ,�, * . ... -,NCEN,�....A�,, FLORIDA WILDING CODE LW2 Hi2h VislecIty HL,, Hco" Zone . • .. : ho. 44187 '. 1 * * . = rm', 111ce. - i � 24 GAS{ CALVANIM STEEL STORM PANEL Riul", In - , j ---..--.--- ---.— -- --- . � * - - : * = �- . . --- , - � , 11. ... 1ATE Ol,- --*�----�� - -- , I �,,,J,F- , , GLOBAL PROTECTION PRC)o I . Ii,", I - IILIECO,1.-� -RuL - �l - VASE, I `:;�:.-- 11.. !ORM"A: --;'-" --r, i � . ,: ,� , - - t ,W, ,/ j -, nirnl,o� . CKw.nrmw cvNP.N.� DIiAL'r — - .. ---. - — I- --I - I-A...1.1.1 20- L 75 - -)=-- - I - "I'", ----.--, �. - -- •—'.. - "I I'll ? .-- -- . `� '�� - -2�iL ---,�- - - W1, ,:.2.'wXe�-- _IviI I . WV A . I* I ,. I 7-to-0- 1--T�n-T-- .f" — -- - --- - --- - - - -- -- . . -.--- -- - - - - - -- -- - ANC.DIRS ,$U scc-m� & IL-RHAT"'E, ", S-E - 7 . ,k &,61 1 .1. " - 3� , R-IA/I3. R-2A/13, R-3A/14, -18/13, R-26/13. R 38/14. �. I , .R� �* R , - D.M.-(�)- -' R-LAW/115, R-2AW/15, R-3AW/16, R-IB?W/15, R-2YW/I5._R-38%I/I6. - - - - - ----- - -..- ---� 03-,04 -'-- - — 0 - - ---- 0 0 --- I 0 0 0 1 -----.-- --- - - - - -''------------ -- - - --------.— ---- I F ------------T-- �.- - � -------- - . . ,� -, � 4 I I ! � I I i t I I I � 1 I I I 1 1� -- -___1-..__--.-_.- I � I 1 1 i - L�2 , -.- � � .. . , - , , - ---!------.--.--- ----.-.- 11 , I ! /4'0 -;--. I - � S 5�-_ - I, f -K 'L* f,LsF -cIR , L- -��--,, I - - 01 i " � L�- `- 7'- 61 . � I 1 PANEL lt4r-_ WC., -A STORM --U I , , ; " �-` AR -- �-- I � 8-a' 0 4400. -400 olf I .4, I C . 6 I . . - - - - - - - Or/ arENLAP w PANEL LENGN &xT) � -- -- ---- 1 - � � I wE� � - I— : � --a' * .500, -54 D F, . I i I I ,'*/�) ,IT.-hAP MR) -AAC1 LENGTH BOLIJ F-, � ,I A - 1 : - - I -�� . ki,. -- ,-5E 2 - 8' LAIN PAHIE1 LENG71,i "', I 0- I ,7�� I,, - 2v�. .0 - i I � AT ALL 00WINIGS s S ,,*, 7 W,'T�j I I ! I � A, EA ,),rR A- I I I I" I I I , 7 I ' � � 0. I � ; 0 - - � I I � - , - . . - ... � I - - - � -- � -- --- I � , � �Il� WOTC.0 AT 11, . CZAPCII 6 LIFE SOS` - 0 ,0. - . I ,,�4 C , -7� - 4- I � I � D.M..03 � J'�I? -- - � ---- —,-- - , , - -- . -- .- - ==t_7 _-:k-ll - - ... - - � , _ '- ------- -- -- - P, 1 "�' ""T", C"', "� - -- 11104 - .. EXTERIOR -----W —��Tv � r - PA 3" �� 1 t Ns,---IAI*Ns N�l 'AL;E Fo. � MA; i �-'r1F11,--,11-'1�--* I 1 a. EEG -1 I-- R-IA/13, R-2A/13. R-3A/14, R-IB/ 3. R-28/13, R-38/14. I" - - -c UP TO 1'?o - 0 , 7 1 L*R-IAW/15. R-2AW/15, R-UW/116. L* R-I&WIIS. R-28AN/15. R-w*/16. - --�iFl, 11 ar-�-, . I-R-FLES �. Sl--. - I 1� 3,111 - � /4' AAA � LIFE SAFETY STORM PANEL 1. 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S' -N-C', LINGTk I I I- .,, I I Isff UEVA"CR it � I : f ON SHIEC7 12) , 11 4 :� I I I (SEE E]"AT" � I : ON SACEI 12) F", SIPARAWN -4 1 8 4'. � I TO CLASS : � Ij I ! I A 1 i. � , -i " 0 1 ; , j , I —1 L ) I — 11 ,� � I : I 1� � f" I I 'A , � � : E-O - 71 : 11 E�O* �1: 'L %: 2 i I 9 ,�- 0 I f I LO I — I I . ' -8 F.: -4 t �.. *- = . Ell' � I I 171, " " a = -, 60i , � !� :1 .�,. ")P. I, I Al . Iii IV- ,/.*. TAKON , -. . ANCHOR 0 9* OC 0 f* OC ClUSTING POLPIC, OaNCACTIE OR 00STONG P"CO CONOwfu OR CONCRETE BLOCK REOuiRED. 0 MW&S CONCRETE ]LOCK REOUIRED SECTION R-2R 0 LIFE SAFETY PANEL WALL 00,,,� MOUNTINGS SCALE 318-T, PF,W- ---, -,4f,P-e,. ,--�CENi--.4N . . % IT No .* I � . ,44167 - - FLORIDA BUILDING CODE (Non High Velocity j"WU tons Zen 3 IF: S' �� .$ , C- 1, . , STATE OF ,,cl- $ -,.�. '* - " 't 0 q 4� it�, , . , - - - 11"1411 -!WWO ;-/---A� / � %W.CL PC- — - / IIIIIIIIII, — ' ,., \ il 11LIECO Ou." OESPINK, . tbid%�"NFAHN` - I 0�-OIII - - 0".1-TIr" 24 GAGE GALVANIZED STEEL STOW PANEL I III- 00-11" 40"L PROTECTION PRODUCTS, LLC. 11 — BRAS RIPP. & -1. '� (-"-`l`R. "L (iHM)IeIefnF' I " -m -- , 20-175 — . I I K."INGRAFIRK/0"HE -0-0 a) a) r- Cn -0 — CU O CD r--Ia) -ll--f -"--0 -0 L- a) a) 0- 0- = 5 2 C .&'., Cd ... , 0 -0 0 — a- Cn . a) = -0 -= -0 C= 0 C 2 ca. -2 = -2 a) CU = 0 0 = w U- 0 > . W Cn -O W L- ,II..a 0 " (n- = CIO -II-a I K cv? f6 %vt >4�/ -----------,--,--"" -, - , - """ ---, INSTALLATION DETAILS FOR LIFE SAFE PANEL (f) -\--. <.I.,/ INTO WOOD STRUCTURES lii,` , C, I JL'. S, a,,! N15 'L� � - � �,J, ". III - � 'Il III " E wow .EAMR 00"OED F- - --- ----- - --- I q ... WOOD HEADER AWWRIED ,a\ 'IN C,G% . 1 4 vw \ I - e - I ?,e ..I A ! ! ; - - --- -- -T---7 . rye W r- .. JET 4 4 . 9 V CC - ,/4,d 1APOO I! r I , , ANCHOR 9 9 D.C.,pa�s i IGon ?\ 101 ID" i... ;��111�ior I 1 i6 EI��I� 1,'2- , 'Ir I /4- IZ'I' � I I -----T- ii,- I I! I - � 1,*,, I q�T I L P i - f% , �1� -- - �I �-.l -I�'","1 ",-7m I i I ,�I) 4 EX%Tlil, 4 : , _41 1 GLASS i II - I . I � I A I I I "'... --i- 1 " ., I ! , Y.-z'"o , L �� L.151,N912 � : , - I 10c7i, rim r-4`Ti � I m- '� '41 C-55 R 4, . I : I ? I 11 .,. . R I PAWL Lf-.Gl. I 1�1 �: I a � A . ! 1. ? , " ;; - .,. NA, PANEL LENGTH'. (SE LLEATION {SEE CLEIATION ; . I 01 S�Ef- 12) . I " � I I 4 ON SHEET 12) I A I ; 1, . �� - I I I I " I If : I — L H :0 5 �— " "� " I � 1 ,` . ,� - 4 L I - J I ; 1, ,,r:�,l 11--SIE'ARAIVIN j r I ! , - i I - 11 ; , . 0 . I I L/2 i - � - -1 : I fs � I.., .. � �- - I- --- , - � i 51 C i II 1. I fO : E'Q I ,-r -*vr- j 1 Lmil,-; : is - I . -a I[��, � s E u 1- - I I . I. -1 I I I- ! , �-- .........-� 11 ----- -----I : z � 2'I" WOLD r., 2'.4" WOOD I � . I KATE ' - ' RIECILIMU, 1/4'0 PANEXR10TE PLUS KATE REGURED , i - 1/4-* PANELk"N ftus . , I ANCHOR 6 12 1/7' O C L i ANCHOR III 12 1/2- 0 C I I ALTERNATIVE R- 0 REGULAR PANELS I WALL MOUNTINGS ...... .. eo!;-�!�� :.�!I:t;�&N AL1ffN&"-38W a U ry PAHE I SCALE 3/5-0 * ... v . , Ek4---'�� I , � . 1i i a : 40.44167 ". -. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) I NOTES: = : 2 * 1. * :wT .2m WIM. Ac I - I INSTALLATION ARE ONLY VAUD FOR MAX ALS.0 DESIGN PRESSURE RATINGS IF, s I) A1,10 -ANFL � z I 1,0'. STATE OF :1k s , � �.L�--, % 1po'. � - �'LOR L"' * 4- 11�lfl, 24 GAGE GALVANIZED STEEL STORM PANEL - I a-- v - GLOBAL PROTECTION PRODUCTS, LLC-j -tz�— LENGTHS AS PER ELEVATION ON SHEET 12 � - -- �/',,�� Z�� 1�[EV WOOD TRAMS CCINSTRVCTION WOOD 2 OR 1�1 � vl� / -�/,O,., -I -_- X- .�- APARY - - Pi .X, - ell - -W.i I I-_- ' " ns �W.W" 20-175 4, , EMBERS 10 BE 1501.11THERN PINE No 2 W/ SPECIFIC --M.-*- I= MR .,-- - 7 fliftil --- PRoMe (.M,ww. 1". - _ I DENSITY Of 0 55 OR EOUALL. I - E r�/vGNX1Q"I% -1=11. -ILA A nut, j". PIE, .w . I I � I I I I i;� n-td � k , L � e6 I . C �11i, - I- '� -, , A %d �Ied. -l" i % ld 2XIO 2-( - ". j C-A , I � ,3k-.' VA -Oho � oel w\sP " -6-0 a) (D (D = -*--a -&--# U) . =3 CIO > 0 L- U) 0- 0- < (D -6-0 0 C- =3 -0 CIO 0 L- a- 0 a) I " Cn CIO " m = LJj m < M z < -i a- - SHEET NO. SH 1A a 1 ____,______,_ ---"--- _"____ _,__",_,__ __ ---,--- -"---"- — __ __ — ____ _____ ___ I i EZI/18, I *EZl Ill 8 ANC.11111 I - . (SUL SErTioN EZI IF ALFUNINATIN1 Ezlr* LIN RHFV nsj - I . I 9 E . - �_� M.. - - - , i I I I Al - 71, I -,9 ISLE MOTE 1'� 1. I IF / (CO) . ''q om 2 � � NOTE. I i : __ sfi� I_ ____1 t- _ _ - _. _ - � - � � � _ __ _, ___ ------ _____________,____. If 4 I- - I ",��. - , i , - — - � - -- - f _-1. __ i or 7 -t ---�----T--- ,I- ,-- - -- � ___ I " � G A 1�� - _�� . r__ _1 I _____ I— " '" - __ __ - -___--T � __ __ __ ��, I 'r, - :�r� , - - - , ----- -- -!O��- ! r/ , ----TIDF -7 � � - ."'. � - � I P` � ', - - 1111"It er � J, �� ,� 1,,E',_�� -- TiA,_,1 '11�10FIG -,T: .I � - I 11"i, - I -, 1,�Te �XA '- I * � I � it li [-7.T--�---ol 1 ?� : I ,�� • .I , f 1- !!� � Ill, �* I . .* I I �-I . a, - , ,v.PL-_- F��_`,, ___,��, r -.=E%-_ L_ -, - E I - . � - ,,, , " -V tes� �� - � ,- - t - -.----, �, . -_ - I I i I I i i i , i i I lot- - I - 4 37 I � I ; I i , , 1 1 W l � . , eO-i, _LL I . I , � , , L _1_1FR11sz__FL5I��, "k - ��:,� ,: ; ,ev F . , : , ! , i , �FN-1 PAN- - ,L_: 01'r[IL'j, i rl, -1 ,. , ""R ��Il�[L� I -1-l'.." 11� I -, � i I 'Ili ,W,F� : I `Ntnl�iln_ I -�ANI_� - - 67,:, - � � LP . 1 silm No7 � is .' '� � i . . i I I � � %I � -iiFT� s �! , , � I-e- I i : I 1 : I . I i - i I . I - , ; , 1 - : A�� IF � I ; - t i, * - tl� ! I * 5 - I I r $,I i I , I . � I I i , -------I F , . � � 1 , . : � Rw/ n , : PP"", ,,� A I,,,-,� pis�x I �1� !I', I. , z! - - - � � I , ,, -,�, I,-, . �I,�r, , - - I , - - - I � I , " - I �-� � L 1 j T-,L� i) � i Ii - - - ��I ' I 4i I - . � Ij-I T ,,- I i ,1 � iI ,, I , r I I � : � 1PI, T t __'___LLJ_I�__uJ__-- _] �_______I L_ILi ., I ___---- ----- --- A ___ --- J___j,,I1 I_I I _I- -- - _ - I E'� '. A, ,, ," ,7 I , ,q,i . , . I Lt. u'0NLA �_ _1��: 1?,- I Ez I / I a. L* � ii i d r Z I W/ I a I I TYPICAL -ELEVATION FOR SE 2000 I - PANEL -_ 1_� SY51EM (t) , . � ; I i I , -)LE 4A,', I .- . I / 1��' *:,�� , --I� ;� �� . � :1::;; - - - All __, � � � � ; i - — � �, I � I I 1,14 1 . - k4i GAP I -1 A j�T_I QN I .—A- SAi"/�4�, %"_H,_/> I11,E.. ..CEN V .�,�,"L�"-,I4 i. V._Al FID..�'�5� DNmLRE f K- TS.1 _ � ;.0�- E 2I C.C-f e,LYAHZf& STEl <IQRFnAl .7F'-.F, -°�- I1Y v T i . 0 P; -!GLOBAL PROTEClom PRoDCt-c,L- ee 1� _ii i--,- -tm- I I " I-- .I E1, -1 { - - I-l _fleeI I" 11_ --FL1O", � ,P_�__2.__ � T! -H- I8_jU,!_-LD--'N_'__I -A- _RC�O I IV( F rs.}(_;I N EE Ps! N,3 ENGINEERING EXPRESSO PRODUCT EVALUATION REPORT September 15.2020 Appicalsin NtiMtMF. 176159.1 - R2 EX Project Number MlIiSO Product Manufacturer All Athenian Shfulters and Glass Manufacturer Address 1540 Donna Road West Palm Beach FL 33409 Product Name & Description 24I Galvanized Steel Storm Panels Large Mrstale Impact Resistant Scope of Evaluation: This Product Evaluation Repot is being issued in accofdanLa All the redukentrents of the Florida Department of Business and Professional Reguradon lFlandre Building Commmon) Rule Chaphe 6IG20'3005,FAC far statewide acceptance par Method I(dh The product noted above has been imtod ondror evaluated as summarized Plural to show compliance with the FINdine Buirtung Code "..In Edition (2020) and is. No the purpose heranded at West Equivalent to Nor required by the Cc& Re-ovaluason of this product shah be required fo#mng pernmun Flonda Sui Code moducidtons or 'evairore Substantiating Data: It PftgMO E311AILIJAMON DQCUMENTS EX duetting all tilled'24ila Galvanized Stel Storm Panels (HVHZ Ill Non-FIVill smani, ' 5 prepared by Engineering Express. signed & sealed by Frank Bernardo P E is an integral part Of this Evaluation Report A TE111 REPORTS Uniform Fill sbuitural mfournarive has IoEerr tested in Accordance win TAS 202 rest standards per test reporthil #8TASG- 17-001 by Blackwell- Testing Inc Large nossile impact resistance and cyclic loading porlotmence has been lesied maccordausce with TAS 201 and TAS 203 test standard. W testnepunts) 5161F-ASG-17.0011 by Blackwate, Testing Inc - STRUCTURAL ENGINEERING CALCULATIONS. Structurak engineering Calculations have been palpated Whist "altil the product based on I'arrPoletIve anduor national analysis to quall the foUawirs; detager, eheirra I Mantanarn Aftwablit Spans 2 Minimum Allativallitfir Spans I 3 minimum Glares Separation 4 Anchor Spacing 160 SW 121" AvEmuE SsTT5 106, DEEFFIF,li Bf-i F10FILA 33442 (954, 354 Gb60 I I8661 396 9999 TEP,M,VENu1hFEF1[NeEAPqEt.�O ENGINE EA , EOMS,E-'RfSS COM "RlttlI%Uil� _ 11 �ff 4 14 1-11 11 _t — --i1lorl"Er. 11, __ .- - _ -1, I—- -;I. .— � IJ 0-11,111 [1_1111'n_1'111t��__�lcxi, 1-1 r1.— Il Ill �iiell, " - - � . -�Z"- _ - � _ - - - , / _��:,�� Fv x � X, � I. 'PF s -�_ e�,,, , I AN, - ,T,�w': _1�0 7 ik I..-.,—, ,!. I __ 1;11 A "ll-1- rM W, ,;kNZ 1�1 -.1" 'Il �, - , .— pall. ,e 2,4L: - All American Shutl and Gla55 -- 24Vb Gak amLed Steel Suram Panel, M?,34* metrimil in Allowable stress has been used in the design of this, prentud SOP Platernin tHATT glaring is Tire ONfUrred lot ln%t*NAW" Outside Of wind zone, 4 Pan Essential fMR4f1WNs Impact Resistance: Largo firgol Restalancer has been demonslated as evidoroced in previously nited test report(s). and IS accounted he in the "meeting ilmon at this product Kilind Load Resistance This piodeen has been designed to fail Wind loads as indicated in the span ssINPRRHIHB) on ble reepil Product Eimivalion Doc'miern (I e engineered dievairb Installation This producl shah be installed in Stier Compliance ANIh its flISpeel.ve Product EvtAuO"n D-urnell! 1i a engineering dreavvic) along with El components noted therein Product -nV--n% Final be of the maternal Irpeeifici that Irrodud IN neirpircive Product E"Iturbon Document ti.8 "maturing drawl Limitations & Conditions of Use: Else of this Dimond shall bern stricr scRoOdarne with the miditietive Product EvAluation Dowatil (i a "rantring dristingh Be noted hims. AS supporting host Structures shall be dc,Iel to re,NET all li.p-m-uposed IdACjs and ,hall be .1 a material listed in this products iespectrin, anchor schedule Blostshuctury :ondffions 'Jisch are not accounted for sin tens p.ductsre-lpectveancho,schedule shad t,edes,g.edlw-a.0-sp,aficbases try a,.grge'ed Professional enCermurn 0 components which are permsenn" installed shinal be protected attairist comistowT comausnation, and of"-, Such damage 01 an NmOS This product he-, tarrin designed fur use w1hir, and Outside the HIP Velocity FrIfticane Zone (Ei Rit-,pooill 1 44______ 14 I�, j. _1 r0lisl I Haill, Bininardo PC'. ENOINE E RING EXPRESS' l411FAR-W54r, Cerit Aul 0881 160 Iiw 12 - A ' E-E SvL 106OtER-tELD RE- FL-l"A 13442 1954) 354-066a ! 'll 196 91)99 TEA,40faril� �€klN"E"�RF�,.,com EIT"INE , R I NGE ilPts$_- O. 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I - I �r I � rD I L ..4L, .I-- .,III', " ,F 17 . � - - I I r iI r � I I '�_; ritr"Nri POI_R�F` I Arse') - I— AN - - I "eq, acq "E, I � I, Ii, � IsILRIPIP 2,0,'� I : ; I , - I PTL,pa lr - Rf_'eW_ WALL MQUNIIHIS 51.CL0h==Ez1 WAiL MOUNTING A"' NATft1_LZ1W srFaE -/, I , � ,ei' SCALE 31fl -_ �Ot �, llt�,;",� I- I I � 1 Pq . "'� I -_�� 11 ,)�,_ ''C %_ '% liODDA VONVING CODE (Ill Hlgh iaj�Clj, H,,,.Q,. 26 — R . ..... .. . I 1 �� . 7 - .-=— � ,.. ifi; I 1� i1i I I" I I., = - 7-1i 76,71- � 24 TIA6E JALVANIZED SiUL SRTRO. FAW � : Ni , � = - � r I I,-, T AL ,$,T 0C N A - � s it � I V E D F CIR FAA C A- 51 V G E �� SS. � t : Or I 11 I.----"- _. I � I'., I r A, III . y __ 11[ji C 0 ,.,I , .................._..__�`"___11 - - - I— �j l $,RE FrATNC� ,F I— ADLO r S ' M"i le-e' 'l = - _ - - __ I — � t -_ - --- � i I I EIT,77- I e . - ,��z-l---.r�, : � � 'GLOBAL PROTIEC-PON PRODUM, LLC - 'e � I XF I L�__Jl - � i .. -a I 11 I � , C. , ARi ,,�_Ni I 'FL: -�,� � - ,I- , z " "- ------'-L----L- -a � I _ n� I !IR PAY tv��rj� rReVE E��PjrjSDFUC_CN'L N�Lj,� , I� O 7. � _� _ r, iL, - �, ,_ [ 'I:, -,�_ � " ell , - - - LV`S,e---_, I�,_ A 1_AsI,,_ ,i;;i�: _ _ � L-7 �,, _ * �L LIEVEER1 TO 'l ',�UIHERN RINE IjL� 2, A/ S�I:'JLRC -�,,,' , � - I I Its, - ,,I _ . , I'� ,�� I'L �_" I _� -1- � L O�L ,5,..A �"" �,Iv "� _ _. - ------ - !�;!..'111 ,- _ ,I�'t DENSITY OF � _ ,e� �, , " pi ' , ,"'I'lln - �,j I � " ", . ; � I I' "KA.,!l -1 . * " , ,�, � , - I , NY � 0 - �;,. �? � F,NH, I Ly " - ALL AMERICAN SHUTTERS AND GLASS MAXIMUM ALLOWABLE �� ,. .; �! , "" I .(F ,��e ". -7,',, -� - .. - " I - 7- DESIGN PRESSURES: 0 �.,� �i `1_4 IF fl,�l "4frx 1 � 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NOW HVHZ IN., L � — - L �j [�`- �ITEO "' DE5 I S__ , ULE _ I # DESIGN NOTES: _ -, WIDTH UNUMETEF1. KiS ITIVE MID NEGATIVE DEEI1611 WIT-5suRiEs ,ALcy,,Ar,U IN A 9z — �;F. 13 PANEL SIIAN) ____t FOR USE WITH THIS SYSTEM SHALL RE DETERMINED PER At E SEPARATE Ali ENGINEERING IN ACCORDANIC-EVVITH THE GOVERNING CODE. PRESSURE RE?�IREMENTS AS P, I'l TOP K)UFT (CO -el'. i DETERMINED IN ACCORDANCE VA H ASCE 7 AND CHAPTER I FroS A -5 REq r, 4 1609 OF THE FLOM DA OU"ING "OEHE SHALL BE LESS THAN or ,,,, I \ S I OR 51 RRAIJAL TO THE POSInVE ON NEGATIVE DD114�N E> -�— , , ,WTF-WA, ,�- ,-n, - le, URE CAPACITY vALQES LISI ED HEREIN I% ANY K I T I - r � I I . I I , I � SCILTS. OeLY171 ARE HERLD ; ASSEMBIL, AS SHOWN, � iI i I I, d O,IER.LAN5 0 N`jl ILSE GENERAL NOTES: - I � "I i APFROPMVi'll SPAN IABIel 3,11k i I - - FI.NnNUTS FA-FTNED 0 1'4-2111 1 - I i 9 � i Q",U _. I T . Tit$ I FK� FKATIOR 4,�D HFIEN DESIONED Rho SHA4IIN] FrAi IN i I 11 I i 00 M ,'I I I I I- ACM1111"�,1,11f� 1, PT11.1 11111.UI'1�111001119 C I THE FLORIDA SUIlLOING CODE 0 NO , I - I I 1�14 A I EYE 'INT in 71, F I MO NY rUR "D "'Stl`n` OF ""' ".2 NeN 3 is . x L _____y TZ15 204, 202 AND 103-111IST HICTOeOLS, CONrRA�'TOR SHALL INVESTIGATE . T4 ; � 11"To_ , 't F 4 i �' I w__ i " Y ill ;; AIM 100FIFFIR" TO ALI VIC 11"1111LIIIIII 01111 1111 111"111" 111111H MA I � Z � . . i ! AIRY DE�51-CATTERTAO"040aS,"A7?0"POftr$04AVO,t"r to I "M 5 � I � i kDOTTLIEnesrMerselpir MAURr) ENGINIERINC11 'r n i All 1.11F, I NO 33,1IVR 14CREAIIF IN ALIUVIAGLIF ell Il Il USED DJ TRIP RE 1, - 1 ! , PLIGIN ,IF THIN SYTTE" � ; ;` I I I I � I I 1 1 3or, THE WhM:TffMCArEE.A OF RECOACi FORTHE Afl ! I I I -;I' SAL AETNA I'MICIII THIS DESIGN TS VA!"HAU at ReSACtfiteLf 0 - I , � - s PIIR T?R: INQEr mAIr"77HALI. PPDRTING EVIPPArEI. Yo rHV5 DES121 WHICH ' � ij- , - ? Filial, BE COGROUl SIMHE PERMITTING CONIFIRACTOk a �Iir S'PAEATT '.5rFn5P0C;nL Sil rN,AN1lfnNN SHALL M Cq4"0 in j PIP, TIO DDdArP rk!I4 I OADS ntri-IMONS, " , qr� 7 , L - _-.1- - _...=,,, i I R -7 LIN IS ENSINE6 ,k* to 11 Spk"Sck ADAM -i 8 I -1 Fell I-,, f1c'm t � , HER � ie"I.Cr TH t SPAN CALCOLATIC FIR As X lee"N , A&_j , i �! . --l' 111. I t I - Il "' I 1 � , , , I � � I I i �] I I � r I 1 , L� I I - - ,I I , , � i lr� , F-4 ,V 'TENA FITAIIJ11 TIRE;. 15 �tll NN_ AND DOES ACT 110IIIiInt � r E , - 111FO-71011 ACN,A SAIECIFIC S�� Es. STIF COftIRTTIGNS PIAPFROCNI Far. '" 4 WE - -i TI4 ,I, NINNONt DETAILED ALR LICENSEL'EKIM�ti,tonp.Ects7tplc> if fl , I - 7y , �Q I ,- . - im ;ifl_" I LU " ' O I" A "" , I All RE AT T I___- P.111r1EH_.AFRA.F.RLiF;CDFO�VWP3 - .i. 1. I I O1QVNrT1oA ATH 05 DFAII'llull a "'T"C" , DESIGN PRESSUP AN NOTE b RE REIN &RE M&F 11 d N MAY, At U M TF STED PARF ."i tR 9 . ---'\ TYPICAL ION 7 1 It IWAIMIN FIRS TO OF Z.�d ok GAN TER SAE G"Pe $ VNIMISS NOTED � I � t I VERTICAL MOUNT ELEVAI ERA 15 OWED to Ity � 1.5 5ONFETY FACTOR. = g II, V S T I ELEVATION 0T.F.RNME. FASTINHERS SH - R i R 9 L HE LIRE CADMIUM -PLATED rNA OTi-IIHATIE C. � 051X-MSTSTANT��RIAL"E,SH1�C�PLYVnTH "PErIFECAT'"S = . F PIP lS,I5.WJMSMU:"MSCC-1-Cfl1.38H CALV�llf4kOtI ASIOCIATION. I k IN. . INC: 4 ANY APPLICABLE FEDHIPAI, STATE, A.rI/,T.A LO,AL �ICICXS 6 . Flip NOUN` : IALL SPOR11 PANAl SHALL aBl1,rnPSfHH_A�e A* - �CONN T' - LFIFAIL � TORMEANC Ii5J1AtLcO`NFOFMlOAnm V5'JT[AHMLQU R � kS Ri : \ , -, .-Ftin- G504ALVANRIM COA-Mi A-1 II �P . PF-AIE I FIT, LU I - �,FL x,�Fl , 10, ��AL'i�INIJMLAMSI�fit�$4:A"SEOO13-T,'A�UMINUMA"OY. - LFA-ERS WIE0 olk.�P,WrA. X: I - 4, 1 . i 11 I-E-0.1i .�l��'.11-"6l!.Tl.0 AN�Cl�.11IILII ACK I ND( o � I I I 1 2 1 I 11 , I 00, ITEON!�OnrATE. PANELS RAYNE Ar-11JAITIFID YtRTTt_ALIV CA � I I " I 1 i 1 1 : j NO LZONIA,ULY P� HILICNILL, ::I . . . I - 1`12 N1 iE CCFICkeir -C.1)SWYSC.�Ell.�LLattMAEtItOAs < . . - , ,_ 5 , I - I � I . ON CRArMEOCIONACRETECALY, INSTALL RILL CONCRITEANCIP(TRA PER . � . = 1 I .A lrf��A!Ffli RECONTMENDAITIN9. ; i . �;-,Lll RE M. I . I . . 1 1 1 if . MEMBERS FROM OtSSMULAA MATE41ALO 11) FFH?ANr1LN(7AOL'sJ5 it It � I 13, THE cQNTkAI:ToK IS ANSPONSIOLS IIF Oil UP POLIJE.T iLL - �� I I lil ) r i — - ',IBSTRVL� V! I I . �j t P; . I. 1 eI; IC ErAnul 5- APPLIED HERE Ill VPLADATES i7RW7UR:j_ DlESM(IN IIS 1, k I I ) , 7 � , A 11 � � I,- I � � " t 0 .. SIOUTI's, MAI ,�Wl , 511OWN �INtY, SECf Til SPECIFICATION Q? 7�INTKA�ITIR , I I � IN HNINIFS&SAYESHAiALIMISTIM ENo:ftI!ERFaEAieCDATNI,AMAGIE5 � ! � * � I I, ;, 1 m 't r, V, � I I � " F'�'G�YaTI'GNTV�;WE'R5CT'I'Q�'fL4,'&'C'04';'LI'C'��L'Al'I'A;�L'�;�il-EY'�140 FIAT I �I . - ,, ,,� IN � I I � I 9,119 -, e1 , I : - C , I O.W. ni,�AlLI M PQR .1 .OIR.� IFFT, 4, ICIAll Ii1r," 4 �Rol� .1 I - - I I i � t --vel ,; � DEVIATION$ OF ITS "'All r I 15 PXOINFT AS rAFAESSO PROVISIED HEFEI PIT ADDITIONAL . I I I 11, � AS- IllEet,r) 1 '.' E � i � I [" i I 17301C.11ONS OF .11FDPVArP la, 3NTt 00. i ; E 1 � A ; I i it I I li, .I.TtRATPOE% AILL470140TI PIRIERMISFiNGO117T.11D.-IHIFIFT I - - 1 � 1 - - 'A'A I - - A E NOT PEAMITTIOi NND Ill Dert THIS IRRiNICATil 11 � - N��fi t4ALL INS ILE AN INT 0 LAOITADW TH A NUN Ill OF {l I LEE E I I � 0 P , I PE A L A E III< AN SHUTTER', Air GLAe5 I R I WEST PrIlI M IFFAC41. RE _ VE TA4:, Z91, rh" I'll it 7 E ZO I Al— i 601`To?'�Fot , ,� ,,t`,i'9LJi0AtV CONTIVOR.1 F.P.1-1-1111krrIPPOPHATM. 1 ",`4 3EI" AS Feqo� \ ,PA�PPjr_,T1a`d - S__ i - S i - S__ i S_ -;3FCTE -, PPcl E-XTS ,,it- aWEF*P*,l ,t,,� -.LL"-R,L,!I?��-.,-tCt-,!�,4,-"!!�.�...�.---��=�.��.�,� FllAN�CL7�vll, I` P ECI -�iil I,�X-TiDro_y'�,O-Tri'�H I F . AA Ins)VIDED HIT = - ILE U'LF�11NIC110111 AND' I �1'1 A 14NTS 1ASit-ArED d, -_ ... _....._...__. Al � I ON G A' � WHR2H S,re _ I - - -9- - A'Al, 'A' de, Fa , Q%,AP, 0 INC= FM I,l I I ,fl,",O(EsIRIPITION � APFIRLIPWIATC SPAN 'AVUE1 . ........ -.------.- ____ sqffl - VISIT ECAM10131W - I - !A;.�,__111�E_11-7: � 0 O' — I VERTICAL MOUNT ELEVATION 11 1� _2N � 0 La � (NOTCHED PANELS) W47.,Z�� *j . , z \i, V N 7 s, ELEVATION i_ .—L-Pen-ites— 0 %.. . .1. __ I. � , ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 i.0a PAIRL", - - - ,%IAi,.v ,rIn-enii -.,I A�14, I,- I 111"Q 1�1`41. ; " "t, 4 I. "'IO'I'l ...'I I-flc,, NIAXIM's, III �i,,A, I. i , ,,I � 1. , " N'. �Al A If r ,01`ItI P1.1 I I, ,r, I SI`.n I L"', 1 � I-, irl AN_,.� - � I,--,F , iI.FI -F - 11,�II 'I 11 `1 . I � i ,I ': � " 111'1 . �11 [ , � II " ,' ,, : 1, '' - �, 4,q - -o� 4... , � I 5 �,� 1 ,11 ,, I " l,.:, - . � III 4 ,_ , I -- . I I DFIAINI Jl.,Ntl_?Ull 114U I l i �N 7P 1.14 11114',115 eiT" mfAT a F,�, - N.1 L. AL N F"I-L FASTEN'N SPACIl IiC rik 1E.H4E - I l-,I,l Ai-J ��WAAnz, Isr. ;A�IIF sP `_,E,.IU: F I-, AC_,FLP7A81 ', 11CIP, Jee ell � : F , � FRIEL FISfENE-4 .F,1 ;'t_,0U'IeC, IN � n*CeVFI AU,12Y Ee3�AIV_ � - I lltlri�� , lr,.C�LE [��* ; LEE R _�� , 11'�e_ Telel e-CINIS TLAI 11.1E1 fl AHZ __ tlL�� _ � , � _EATTR_ .. 11191kC _: COND;` ICTSI � ,!:rf,Rp 1�1. .., 01" E- I "If M, 1 C�'_ i- I�CfF4'Ars,r -J, ,4['E �jF-,4 t,T, I per. rF tr:) GLASS SEPARATION NOTES: � i ! Y1, FNI�y I,iArl SCIFTIUl III-,, �'OFT-IIF DF�Ni - - �Ls � -, � ', I - � - 1 M.-'��VIAP�E'�EP'Ar�Ill"�l��k��t4T'l-':Ff°l'+�-,-T_' ._ L7 �� . ,� ,Z�JIR�r:�l�i,�l.'�.t,Vl-l��Tll,,�,�",-"�r'rr,[� � _I I 1l��,�L�l�,yi-,�-"�_",�o�tI,��,�C��4�,�F � 51 � 5� i I _ , , -1 I _, - O'IIE,�,"� . -LI, _ L,;. - I"":l0Fjll�F`,,jRTI', Se_Tj�� I F�_ -1FA'iVIFUlSJ0P4_PF Iz-INrli, . I " � , KS '��, ,I IliO, Z'�I,�5 1 rrI� , I'- E�4,"Fi �'LePA_'J��I" . �L ��I�,� 2 �A"Fl - ,� 1 I� � , , ei�jtlriff) Pry, L 'H" sIVIIHOM el,,Ak.l � "Re TVFi il-,IFLII-� 1� RF-X�i,� I - MINIMUM ALLOWABLE SPAN SCHEDULE � LqTgj-P�Nrc� " �-- - - �-- � TOP MOUNT . i ,�l 13 4,!� A, k q � � 11 �k- i 1 _ .; I z I ,, : I , i 1 E. � � 2 , , � . , 8 � ! I , 1 j 1 3 $ � - R_r " _ 1 iI, F1 -13!-_ .- AM , rt 1I 3e I M- 0 5,tT I :I1 4,rivw A, y � .z I �,- z O - - FS - _,L,±N4_T- IAett- �a � L - _P:F __ I �r � I jv � ir �, I F4 I IN �Ir � E N � 0 an ,_ � 410 , T_,k 7i,, r � . - .- 1: I 11_�� ,A - __.T � L17 I I I., 7. . '.71. Fi . � _' i _ 1 ,_ � � LIE, I � . .__ , � - n - E j �_ �4 . Re 'r � : ,O NI, - - ' - � �:_ �_, i - I 5_ "a". �� _� a, � � � .f �� '', I,- � 21' - I- j -- ,� I 1 W 1 31� 1 ��'J�E , 4.7 � is ,n ,, I 11 L,A �. " �Wl � V. .1ill", I.. , I �- 11 'T ti, 2 I, . ,- , - ,,4 < � t� � M_% , I— � L a 3 - . de_1 2 - R L, � IM tn , � � 0 .. _ . T - "r 0 < jL PE_11Q:N IAL INTERIOR FASTENING DETAIL .. L -- - � r, _.E.- -'- '----- --- - NrT S Ln " Cir �-, -_ 11 UU " r ,, H 11 �, , , � . �� X In , ,, r A. , ,, g �,�, ii . = ,� , , ! rI Ln . i ' I ,, ', � 14, VI ��, -2. , � __ At . I il "' , , ,,,', � I 1'� 1: � r"LL < , _1� ) � I -:11111111, �� Olf T-Art-ORN, Ill 9 I PAAO 1. I M: - I < : , 1 7 1 1 ,41_1_'ri_,�_ ; 1, _j I 1 - ! " , ,�_`11__, �.�:L-, I 11 _j I 1 —_, I i . I N I iqp I. ,I I 1 , l 1; f:,,, P� I I I . I 1i ". 11 I i I I -11 I � I 11 ! � 1 4 1 / . , , . ' I I -� ? , - , j I'l r I I I 111� � � �., � I ! I � � , :,� 1. 11 I 1,1 , lf Lt"�19 '3* � 7 9 I Or i / I � 9 � iI r I � - � 7 / ,r'� L"', ' � I a 'i� -� � �� I r - ,F, , - .1 , I - I I I - raw-%KPIV-r ('P,`�q�T�t�A� �G ttj_'-_R�� kL , � — _PfjAiL _, JITERIOR FASTENIN,,., 1, ,f_� I _ � _ tj,& b a IS — \ i EN'ISw31, AL- qJU,._II _, - - ' 7 t-o-a"l-I _V,., d � ,lrtuR'"e-e-�.Id 1an5 R-020 F3tise2 nor con1pli ncewith -ion by Debra Anne Kla'r P(2q`30 Edit /I MNI I - I. — I , --i - 12 2i0_ 09,10 _Fr2,990 -2 250' _1"_1 2250, O 06W - I NI AN— � 0, 011101- - !:i j I.; ?� 0 .Al, .,-\ fill, ,094" k _j 9-.. - xf 01 "I -1 B ill ft'las, C125, il - b � -i" i FS I � - -. ISGA- _� � .- A t tn TYPI 5 TRIP �;! ��T - i 00034 � 4' . I V.12v- I,094 1. i ' - I -0.3 0.094" 1� O 0621 2 J2 1 1 ' " "__ g_ So - - +"_g"_ .io t__7 t � tn _r.C. I..• " DE , T � , � 1 BIG* a 93wo, --- L-7 -1, ., 10 _ '=' - Limg�Ai;L� - — --i _4 iol , col, 3 , C. - - '�� ' . -Z I I062 i2l - '. - ' L_ _J �. L�s t - I- 60 — F� ,--.--L- - 2 .... 2" -4 _aco- �- - I I . V = I I — I. 35 -1 "Cer .- I G2014 25'T _AI 24DW -- TYP I §12 - lao, &X_Lll� 0_v� &MMLr Y _W�q_m 0_1� W� (DO&Iefin . i � g.>, I . 11 , - i I I —LIF.0", LSlo o%437 'it � P21 1 I .. I - -J, Ill I Ill RAll 0311, - D 3�!� , I .. 5 O iis. 11vg5 0 O�]W � j 0 S. 1��j ��j , NF, , "i 19T. .. - at � Ilk I I " 'a As I % l PANEL COVERAGE- - . tl IF , Z�- � .._L1_-:zT � , .; I E L UE 14 - If _,. 11 I Ja- �F �, -14,075' PANELLEN �, Fill t !`!T !-- �J=l UXF � $E � ovicl" 0AS"M T- - NART of . " ", .� 'i's . I, " - 5". -Di 110 , il- , , t 7 _j. o.Im, T_ �_Drtocr b ,, ;g7.z-,__ � in t � .,k -� flf� TYP FYN . _ 'l S', (a) 0�t�T 'F' Ill l 2tall NH aill �,Nlclir Mmmw � : I P isjl3,CSS. 0 - ; a 376** in I.;n,. - - , . z I ..:,�., I- < . /I - - SO - " � - � - "_ � _111ON 12 A I ;, I I I T I WOO 1. ,,-,--� - irt I 2 I — 1 0-190 i�3 RANAMako /_!� I L 01 A — L_ F=_ - 1_ 7'.."11- W� I. 16 I, lam) I I 1. I �" - t , "if 1-1 I -f- - X 1 — r I = 8 al, �z ' _'D�_,`��11;1=- g I it K -el L, T (A - � 17VERLAP C�i I � I - 61 I - lGoo. _\ _�, __2�i t � _a�, --:� " " "I 4- i coftmummm� _L__/ _//1' \ 25, Hal `V - -1 . - I i A oaSi - , () .1�, - 4 i �, Y- - , ,I , . \_/ �.\>�--.215T MAY - " � --- , / -11, -1 - - 11 cc I 1��_11 -�11 11 11 BUILDLOUT F_ /'-', ��_. -`� _-,,,�,, �,,' ."" LU I I" X I%__`rzMRHI1_AFl 11"An DISTANCE 'I —, . - , - I _1;1�11111111 -I---i \ l'ool � , -1. __1 I 1, - � It- " -cc I I / �_ - .�t- = I " 11111,��,� .' - 1-111.111 FMED - - � I I'. -1. I — . � - 11 I, I ; _111"AP. -1111e " ", � 1 _ 3.02W F.- � 4 .4. I, RUM 6 � RUAP -, t A _�..- 1H. - zS1 al � 71L�I!il"_"" -11, I 1-111" .5 WA L 11 I D", I.Scor . . . "' Ii- .11-11"i-I I'llig _1,1 11 1, i . .or I- I. 4 - - 1. , . , )_ ' A, is ': , ,,� - , - ,"I 'i-, _� ill, I - -.111 �, - Baliel ,�, I 1_7.�1111�'�',Aljl�7. I I I N o�.iltR,A�WTKI —, " � �11....A I 0 Is".00"FICIA441EM-AA _ s- - - .., I I I I NIS Ill Ile i a ii! I ANCHOR SPACING SCHEDULE: 24 GA UG IF PAWLS; PANEL FASTENERS 0 kil S' 0 C - MN Demo SPAN UP To Irur WAR Ve W Hill 3' - , � "cook .Rt" Treat fnn �vm* cl <k ca It Owre Cl u Of 74 Como TYP It <2 C) t4 N `� 5 - r o-n IrA?" s I is 1 �VE d ,�A� �I ..,-. j ITFA[!I 1. j ji 12s; - 4 2 $,5- 12l 4 I6rD;&1'$ s. , l -l" - .l N ur a, a v, 9.4, ,2 5' e As, a], A.- 1:1 Itl Il., l Il 9.3- 012- Itl Ld:E &L- 12'5- 1440. Ei 14" 12 5? juI4V* &I- 5-4' LIS" Ific' 1. I" _A�41 SA' 12457 Iran- Ri- 5,4. ,I' I I� IHP I -1 I, 33 ll T, is W I&&, is o, 12 ri it W, IRA" tOEIT, 12. W' 16. 1 31 "L .a I' 0twi3l UL�ION � �. - 41 As lllsl lCul 160' 115" la,S' 164" k2LI" 916" 12�5 l6o* I'Li- EI61, I.- A, 150 I-Irl 11 -Y, 112 V 164' jLt 9 V' 12 r, ll 11 9,L Ill =37 -7-773-M =Vt 11 S" 16 NI ll-10" VS' 12 S" Ill It 9" 9 V` E, 'Z 1"' Ill I I ir, IN s, 12 $1 144" il It's 12 5 Go - 314, I I ii I125 A, a Ta B a Af",,�,111,,7i;us 'n, 33 , ., _ 41 T_T uSia* 1&&' un�a, tR 3- ,eo � _N_ Or , is .'. 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O" 10- 51 1. r� ", i1-1- Air t' I .21T Ili 4' Ris iii 15.Al �S" .1. � 11.3- HCI�' 4,(r 1 is 25' 112.T' 4.7- 4.0-- 14, V' S 4" t. 7" , lz 3" 4.7-1 A �.! 1; L ,� 4ic" 1!1� � .42 3r, 4 ?" ."e. ate' 12 i N, .�i 1E ANCHOR NOTES: L. ANCHORSCHEOULEAPPLIES 7006U PPOCtPCTSCERTIFEC,HE091N, OUT ONLY PROVIDES SPAN NULE 2 ENTEI ANCHCR 510111011HOLE, BASEDIDIN PANEL FASTENER SPACING, THE EXISTING STRUCTURE MATEll A ANCHOR TYPE SELECT CeSI(A1 LOAD GReATM THAN OR EQUALTO NEGATIVE DESIGN LOAD ON SOOTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SINANSELFC11 COWJE,TI(N TYPE BASED ON APPROPALAIFE MOUNTING CONDITION (SEE MOWING DETAILS ON SHEET ,z,FOR v4EmnFicArmNaFOORYE-C-TION TYPE). If MIL FASTENERS' ARE TrUDS USED IN 03MUtICTION WITH ALL MOLINT71411 "TMMICM I'FRACA,STU00td ANVALE, Ere ) L15F e 25' 0 C PANEL FASTENER SPACING TABLE VALUES FOR ALL -W- ANO '61--r-REALNERS (INCILIPLONG ALFILDOW Cat"tIONS) 4 ANUAPIRS SHALL BE INSTALLED IN ACCORDANCE WITH MMUFACM REVS' RECOMMENDATIONS 5 FKXXWDLOCK"Z' t,UMMLL �TRVLTS'.0wokmwm lvvoo$Lom 6: MMNJH EMBEDMENT W. ILL BE AS NOTED IN AU04OR SCHEDULE_ M EMBECOMENd AND WOE! DISTANCE EXCLUDES ST00O3. FUM BRICE, AND 011"4M OAU �NlSiRl WALL FINISHES SKILL OF UMIJEDTO it&' Mal OR SHALL tit VERIFTED BY OTHER" 10 aDE I I I B. COPONAETE ANCRIORS POUTED HEREIN SHALL BE EMBEDDED TO UN-CRACNIC, CONCRETE ONLY, 9, WHERE EXISTING STRUCTURE IS WOOD FRAWK. FIFISTING CONDITIONS MAY VARY, FIELD VERIFY THAT FASTERM ARE INTOADOWATE WOW FRAMUM MEMBERS, NDPLYWOOD- FASTMING TO PLYWCOD 15 ACCEPITABLE ONLY FOR SIDE CLOSURE FlIECES. 10- WHERE ANCHN)i FASTER TO NAARCAY Fell OF 57TUI) FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NC MtNl T X V (ROPIL WOOD STUD (4" SCISHE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMINS) FOODO STUD SHALL OF -,Cr1THEA?1 Ill G-O,SSCRLGREATER DENSITY, LAG SCREW SHALL HAVE PHILLIPS PAN WAD OR HEX HIM. ElREMOIYASNA ANICHl ARE, IDEWALF PANELMALTE. ALL-VOINTS SOLID -SET Or BRASS &LWPNG lMACHINE SCREWS, SHALL HAVE lf2' MINIWM ENGAGEMENT OF THREADS INTO THE BASE ANCHOR AM MAY HAVE EITHER A PAR HEAD, TRUSS HEAD, OR WAFER HEAD (MOEWALK Ill U IN 0, 13. MINIMUM EMSEDP426 AND EDGE DISTANCE EECLUDF25 SIUCCC, OR OTHER WALLIFINISHES 14 = MAGNATES ANCHOR CONDITIONS WCH ARE NOT ACCEPTABLE USES, , 5 * DIRECT RiOUNTING CONDITIONS. It LINEAR INTERPOLATION 13 PROT PIERMIfflIED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON TKS SHEET, = E g1l -1--a CD CD = to -a —Cu OC-1d) il — -1-0 0 _0 CD Q- 0 = - M -li-IF 0 -a a) — a- COa) - -t--- a) -0 0 -= g 0 C 2 5_ EII2 w CIO C= .O— E LL 0 > - Ln Cn - -0 CD W E Ill a) .4-0 0 L- DIE = 1I M -0 "o . C= — CU _P-a U) o.. < cn-lootell " a) a) =a) 6-BIBIP =3 C0 > 0 I.— r.L a< (1) -1--i 0 C -0 M 0 & - 0 a) ■U) " C0 L. M =3 W 2 < z z Ill _j 0- - SHEET NO. SH 1.5 d �--- FOLD UP WEATHER RESISTIVE BAFiF2IEREITlE FLASHING REQUIREMENTS TEMPORARILY SECURE BARRIER - WINDOW UNIT CD (D WEATHER - DOOR ROUGH OPENING SLOPE RESISBARRIER 0.3 in : 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope, The exterior wall envelope shall U BARRIER p g p pe WOAD FRAME CONSTR. sTR �4�a �1' ' � TAPE SEXTERIOR HEATHING SELF -ADHERED FLA.SHIN 3/4%1-BEAD OF CONSTR, (0.6 Cm : 30.5 Cm) include flashing as described In Section R703.4. {},Z 0 " BYLAPPINC; DOWN ADHESIVE TO BE APPLIED UNDER ------- SELF -ADHERED FLASHING (U Q I OVER RIM JOIST AND UP % THRESHOLD OF DOOR AND t:7.. Q L WALL BY 6 IN. RETURN UP JAMB '°. USE LIQUID R703.1.1 Water resistance. The exterior wall envelope stall be designed and constructed in a manner that prevents the accumulation of water CU NAIL tsRANu vF� I DUAL L^ LA I Ht---H EXTER101=2 _ PAIL k CAULKING CEMT. FIN. within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of '- /draining,�333 -.� to the exteri r water that penetrates h � I t� U _ � � WEATHER o e at p trates the exterior cladding. � CU ' RESISITIVE �- °�°°` SELF -ADHERED FLASHING BUILDING PAPER � ;� co a r- 0 `0 .a BARRIER SEAL TOPS of JOISTS - WIRE LATH R703.2 Water -resistive barrier, One layer of No. 15 asphalt felt free from holes and breaks complyingwith ASTM D226 for Type 1 felt or other Q -` UNDER DECKING SUBFLOeJR - Y p Yin a p Q ,w ' "W approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, SELF -ADHERED FLASHING with the upper layer la over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other (SEE DETAIL WPCiI) � E ..------'"ter �... a pPe Y lapped Y J , Pig t"� LL CCf p �=-► y- CU HEAD FLASHING TIE-IN iN iNSTRUxriCiNs. approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No.15 asphalt ICU Q 1. Gut, fold up & temporarily secure weather RIM JOIST felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building '- resistive barrier above header to allow for i appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. � Co t7- flashing installation -�- CU "C= -6-' MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under C/) < R703.7.3 Water -resistive barriers Water -resistive barrier shall be installed as required in Section R703,2 and, where applied over wood -based AND WATERPROOFING METHODS TO weather resistive barrier 1 i I 1 � pp BE USED. 3, Fold weather resistive barrier back over head 2 sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The flashing and seal with tape individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW WPM SELF -ADHERED FLASHING I/ Y P V2 SELF -ADHERED FLASHINGY Y PVFLASHING INSTALLATION AFTER WEATHER RESiSTIVE BARRIER EXTERIOR DOOR WITH DECK SECTION A CEMT. FINISH SILL] POTSHELF/ CHIMNEY SHOULDER Exception: Where the water -resistive nutebarrier that is applied over wood -based sheathing has a water resistance 3 equal #o or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. ��TI"�alc�l� �a-�Ia,�rl-�Ir�c -s ---- RUBBERIZED EXTERIOR SHEATHING 314"-1" BEAD OF CONSTR NEEDED IN CORNERS ADHESIVE INSTALL SELF -ADHERED ASPHALT ADHESIVE _� ,- ADHESIVE To BE APPLIED uNDLR FLASH: ,JA 8 A HEAD THROUGH SELF -A[ R703.4 Flashing.Approved metal flashing, vinyl flashing, self -adhered membranes and mechanical) attached flexible flashing shall be applied 318" CEMENT \ THRESHOLD OF DOOR AND RETURN FLASHING, SLE FLASHING SELF -ADHERED FLASHING--- pp gj Y g pp PLASTER .., UP JAMB 6". USE LIQUID NAIL. BRAND f FLANGED WINDOW ' Shingle -fashion or In accordance with the manufacturers. instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes 12 MIL DRYLOK CMU - MASONRY BLOCK OR EQUAL WEATHER PROOF' CAULKING � ISEE DETAIL VVP01) � used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the EXTREME REFER To TECHNICAL w � � � �' � SCORED - � entryof water into the wall cavityor penetration of water to the building structural framing components. LETTER ON CHEMICAL RELEASE PAPER P g g p FASTEN t:OMPATIBILITY ° Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with FASTENER -- .: ®^ _ � g P Y p 1 SELF -ADHERED FLASHING _ � � ee�aRt FuicsN�.sccRE the building 1)SEALANTAT SELF-ADHEREDF'IASHINo. g wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and RELEASE.. PAPER TO EXPOSE 4»eALANT JawT WINDOW BUCK TO EX I END A MINA UM U' ADHESNE AS $HEWN) contraction, ASTMC 1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as OUTSIDE EDGE Of , MASONRY VERTICALLY FROM I WINDOW BUCK ', 7HRESH OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings ' 2) SEALANT JOINT HRESHOLC s) SEALANT FROM `'1 :. .. shall be installed at the following locations: INSIDE EDGE Of WINDOW FRAME ' ., S WINDOW BUCK ° ACROSS WINDOW BUCK k. _ ° SECTioN-A (SEE DETAIL WP32) 1.'.Exterior window and door openings. Flashin at exterior window and door openings shall extend to the surface of the exterior wall AND EXTEND T© WINDOW FRAME � ' ° ° r`9 MASONRY ATTACHED �� HE ° 4 SELF -ADHERED FLASHING finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings PER CODE LL� 6) TOOt.ED SEALANT REQUIREMENTS �' - , 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the BEAD BRIDGING CLADDING AND WINDOW following: FRAME ,,.. SELF -ADHERED FLASHING % s 5 1.1 The fenestration manufacturers installation find flashinginstructions or fora lications not addressed in the fenestration s) SEALANT WINDOW FRAME T NAILING FLANGE in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are WINDOW BUCK ALL THE WAY sk j j manufacturer's InStrllCtlanS, AROUND, INCLUDING 91LL. �SY., not provided, pan flashing shall he installed at the sill of exterior window and door openings- Pan flashing shall be sealed or SEAL TOPS of JOISTS I ) sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for subsequent DO NOT FLASH OVER UNDER DECKING BOTTOM NAILING (SEF DETAIL WPO7) 2 ` drainage. Openings usin an flashing shall incorporate flashing or protection at the head and sides. FLANGE' 7 gg p g p g - 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SCS 06�05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING WP04 SELF -ADHERED FLASHING WP05 SELF -ADHERED FLASHING WP 1.3 1.3, In accordance with other approved methods. HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER 06 1.4 in accordance with FMA]AAMA 100, FMA/ AAIOA 200, FMA/WDMA 250, FMA]AAMA] WDMA 300 or FMAIAAMAIWDMA 400, FENESTRATION INSTALLATION AND INTERFACE 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on bath sides under stucco copings. Ground 3. 3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. SHEATHING � . $ 202 5.5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. SEP 0 - 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in gutters. ,,1 JAMB. SILL AND HEAD DETAIL / I `` , Lath i Ua;Eis-evie, P:' d d RTUAL ' APPROVED SHEATHING SELF -ADHERED FLASHING APPROVED HOUSEWRAP PATCH `' Sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL 'I ns Rev; �e�°Y ' ,,! th STRUCTALATH TWIN TRACK 2.5 Stucco It Ie �02 F LIV �Io,C'ri.�.' Wt 314"cEMENTPLASTER a FLASHING AND WATERPROOFING METHODS TO BE USED. f comp nne Klahr PX2 00 12 MIL (min) DRYLOK EXTREME ° ° ° '' ition by Debra APPROVED FLASHING TAPE iJlJ1J BILE .Y � d a . a, 4 'V" SEALANT SOCKET WITHJOIST '� TOOLED APPROVED SEALANT >-"'�SLNGLE / WOOD BEAM 7/$ Cement Plaster JOIST BELOW t SELF -ADHERED FLASHING Foundation Wall � in accordance with 70 Cement Plaster SELF -ADHERED FLASHING � - i '� � p - ° 4 .. ASTMC926 in accordance with ASTMC926 �. Felt backed metal . 3" MIN - lathe in accordance - Felt backed metal SELF -ADHERED SELF -ADHERED (4� with ASTMC1063 lathe in accordance FLASHING FLASHING with ASTMC1063 Building Paper Building Paper _ -7/16 O.S.B. ,- , �'f ` f sheathing 7116" O.S.B. SCS 06_02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING WP07 SELF-ADHERED FLASHING FOUNDATION WEEP SCREEDWP09w,, sheathing ••• EXTRUDED SHOULDER DECK JOIST OUTSIDE CORNER P08 Mehl .. Flashing - .. Weep Screed SELF -'ADHERED FLASHING 2X FRAMEwALL-- ; ' 'A q _ ---- Installed fanu acAs �^► _ TRIP OF SAF LEGEND Maintain Stampede or similar PRODUCTS DETAILS TILE FINISH - SELF ADHERED FtASHNNG (SAF) Bottom of DRAINAGEPLANE WRB DRAINAGE PLANE (DP,) WEATHER RESISTANT Weep Cant l7�Dttam �7+\ sLL1 BARRIER (WRB) Screed�joint only BOND BREAK WEATHER RESISTANT BARRIER --- 1 2 a WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" Dl1ROCl{ CO w- € OND BREAK WRB SELF FURRING (SF) LATH _ ./```✓ Above Roof Weep Screed PER THE FBC RESIDENTIAL 7TH EDITION (2020) _ PLASTER ACCESSORY � � - Sheathing Installed As Per _ F LATH SHI=ATHINC,'OS r'LYWC){J[7, DENsc LAE ; g Mariufact. Specs. 1'-4" PER PLAN f - - Detail Instructions 1'-0" PER PLAN :� ,� � � ram' WRAP 1�1P WRB C)NTt7 �" THE dE,RTICAt -1/2 Cementitious Refer to the number marked as# in each detail that corresponds to the %� SURFACE TO TOP OF Cement Plaster Decorative Finish L_ numbered items In the list of instructions Below: / FLANGE AS AN AIR in accordance /1 >/ � BARRIER with ASTMC926 , �'•i• 1. Install self -adhered flashing in order as shown by numbers SLOPE _� < s-1 - INCH FLANGE over wood 2nd All inside and DL 8" CMU ,*° " ' °" _ -,. outside comer will 2. {nstall flashing and weather resistive harrier to form water shecdding -4- need flog' ` '°� to be miter laps 4" OR 8" CMU --. ; - `'. txli and caulked all -0-0 3. Self -adhered flashing can be substituted for building paper /✓ <'^�X,' r^ �r ``_ STRUCTURAL FRAMING • , *'� butt joints need to (PER SEAT DEPTH) becaulked using 4. Split the release paper using the ripcord (Split release on demand, I g FILL WITH GROUT _® � { . ,>r. 0 � car �-�� .�� .=,� `� STRUCTURAL SHEATHING *. ' embedded in the adhesive layer) - for ease of installation and to it Stampede or Sim. S� --- THIS GAP IS A RESULT OF minimize scoring cuts , - A a- Q_ PLASTER STOP NATURAL SHRINKAGE. STRIP OF SAF caulk for all -_ E ; DO NOT SEAL- 5. Remove all release paper per standard installation instructions and -- = 1-' - - WRB CONTINUOUS' BACKER----- DRAINAGE PLANE VJ'° adhere to substrate using a square piece of flashing material (6" x 6" - ° ` 4 ROD & SEALANT DRIP sPEI D PLATlc S•� uJ W -BOND BREAK WRB Minimum) SLOPED MUD BED � ACCESSORY i Ch 6. Fold as shown by arrows --- d __ ;e SF LATH CU 7. Angle of corner may vary, adjust folding of the flashing accordingly to --- ° _..._ ,■�.�.., VINYL SHOWER PAN _ d U !. fit tight to corner - CAI Note: R. Mechanically fasten as necessary � ' '" � � �- _ _. The building paper and metal lath must be w Cement installed over the top of the weep screed. ° TER STOP A Plaster Q r ",",--PLASTER Z CONTINUOUS BACKER ROD over block . d`v� 3 SEALANT 1st floor Z -CEMENTITlOUS FINISH CL -- SHEET NO ' . SHOWER SEAT WP1 1 SOFFIT/CANTILEVERWP10 WEEP SCREED DETAIL SCALE: NOT TO SCALE WP1 2 Lxnc-aF "Oa�l R6b akl� -�l uare- Singl e Fo,Nrly 238F1� 632-1-r�, � cj- 14