Loading...
HomeMy WebLinkAbout36544 Smithfield Lnd 1_ I .. __ I 1 I ABBREVIATIONS ABV -ABOVE AFF - ABOVE FINISH FLOOR AHU -AIR HANDLER UNIT A/C - AIR CONDITIONING ALUM - ALUMINUM AT - ALUMINUM THRESHOLD AB - ANCHOR BOLT AVG -AVERAGE BFE - BASE FLOOD ELEVATION BM -BEAM BLK -BLOCK BLDG - BUILDING BRD -BOARD BRG - BEARING BTM -BOTTOM BUC - BUILT UP COLUMN CAB - CABINET CD - CONSTRUCTION DOCUMENTS CLG - CEILING CLG HT - CEILING HEIGHT CEMT - CEMENTITIOUS CL - CENTERLINE COL -COLUMN CONC -CONCRETE CMU - CONCRETE MASONRY UNIT CONST - CONSTRUCT OR CONSTRUCTION CONT - CONTINUOUS OR CONTINUES CTR -CENTER CJ - CONTROL JOINT DP - DEEP OR DEPTH DTL - DETAIL DIA - DIAMETER DIM - DIMENSION DISCON - DISCONNECT DW - DISHWASHER DR -DOOR DBL - DOUBLE DWG - DRAWING EA -EACH ELEC - ELECTRICAL ELEV - ELEVATOR EQ -EQUAL EQUP - EQUIPMENT EXP JT - EXPANSION JOINT EXT - EXTERIOR FIN FLR - FINISHED FLOOR FIN - FIN EW - EACH WAY FG - FIXED GLASS FD - FLOOR DRAIN FE - FIRE EXTINGUISHER FLR -FLOOR FLOUR - FLUORESCENT FTG - FOOTING FR DR - FRENCH DOOR GALV - GALVANIZED GA -GAUGE GB - GRAB BAR GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR GLS -GLASS GWB - GYPSUM WALL BOARD GYPBRD - GYPSUM BOARD HD -HEAD HVAC - HEATING, VENTILATING, AIR CONDITIONING HT - HEIGHT HB - HOSE BIB HC - HANDICAP INSUL - INSULATION INT - INTERIOR LVL - LAMINATED VENEER LUMBER LT - LAUNDRY TUB LGT - LIGHT MAX - MAXIMUM MATL - MATERIAL MFR -MANUFACTURER MECH - MECHANICAL MTL - METAL MC - MEDICINE CABINET MIN - MINIMUM MLDG - MOULDING MNT - MOUNT OR MOUNTING MO - MASONRY OPENING MUNT - MUNTINS # -NUMBER OC - ON CENTER OGD - OVERHEAD GARAGE DOOR OPNG - OPENING OPP - OPPOSITE OPT - OPTIONAL OH - OVER HANG OH CABS- OVERHEAD CABS PNT - PAINT FINISH PTD - PAINTED PED -PEDESTAL PERF -PERFORATED PLT -PLATE PLYWD - PLYWOOD PKT -POCKET LB -POUND PSF - POUNDS PER SQUARE FOOT PSI - POUNDS PER SQUARE PT - PRESSURE TREATED PB - PUSH BUTTON REF - REFRIGERATOR RECP -RECEPTACLE REINF - REINFORCING REQD - REQUIRED R/A - RETURN AIR RO - ROUGH OPENING RS - ROUGH SAWN SC - SOLID CORE SCP -SCUPPER SCRN -SCREEN SIM - SIMILAR SHLVS -SHELVES S/R - SHELF & ROD SH - SINGLE HUNG WINDOW SGD - SLIDING GLASS DOOR SPECS - SPECIFICATIONS SO FT - SQUARE FEET SQ IN - SQUARE INCH STD -STANDARD STL -STEEL STRUCT -STRUCTURAL TEMP -TEMPERED THK - THICK OR THICKNESS TB - TOWEL BAR TOC - TOP OF CONCRETE TOM - TOP OF MASONRY TOP - TOP OF PLATE TP - TOILET PAPER HOLDER TYP - TYPICAL LINO - UNLESS NOTED OTHERWISE VAC -VACUUM VAL -VALANCE VERT - VERTICAL VIF - VERIFY IN FIELD VTR - VENT THROUGH ROOF V -VOLT WC - WATER CLOSET WH - WATER HEATER WL - WIND LOAD WP -WEATHERPROOF WWM - WELDED WIRE MESH W - WIDE OR WIDTH WDW - WINDOW W/ - WITH WD - WOOD SYMBOL LEGEND: ❑A = STAIR CALL OUT HEIGHT OF STEP DOWN SHEET NUMBER �� 1 INT ELEV NUMBER AJ = FOOTING CALL OUT - SEE FOOTING STEP DOWN ARROW SHOWS SCHEDULE CALLOUT DIRECTION OF VIEW ARROW SHOWS INTERIOR ELEVATION 0 = KEYNOTE CALL OUT DIRECTION OF VIEW MARKER 1 ELEV NUMBER A9 ARROW SHOWS O = PRE -CAST LINTEL CALL OUT - SEE LENTEL SHEET NUMBER EXTERIOR 1 DIRECTION OF CUT SCHEDULE ELEVATION MARKER Al SECTION NUMBER 1 <--ELEV NUMBER SHEET NUMBER LEDGER CALL OUT - SEE SHEET NUMBER LEDGER SCHEDULE 4 Al5 2 �--ARROW SHOWS LOCATION OF CUT 3 DIRECTION OF VIEW MULTI VIEW INTERIOR SECTION ELEVATION MARKER MARKER GENERALNOTES THE FOLLOWING TECHNICAL CODES SHALL APPLY: 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 2020 FBC PLUMBING RESIDENTIAL SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2. WATER - FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. 3. ALL PLUMBING WATER LINES TO BE CPVC VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL CODE ❑ PORCHES AND BALCONIES CHAP. 3 ❑ HANDRAILS - CHAP. 3 GUARDRAILS - CHAP. 3 Q STAIRS - CHAP. 3 Q CHIMNEY & FIREPLACE CHAP. 10 Q EGRESS WINDOWS CHAP. 3 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE INSTALLATION. SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, OVERHEAD GARAGE DOORS, AND ROOFING. 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL SHOWER ENCLOSURES TO BE TEMPERED GLASS 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR TO BE TEMPERED GLASS. (SECTION R308) DIMENSIONING: A. DIMENSIONS INDICATED ARE TO: A.1. CMU WALL: OUTSIDE FACE OF WALL A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF CORE -STUD A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. FURRING\ A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD A.4. WINDOW OPENINGS: A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5. DOOR OPENINGS: A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR FRAME A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER OF DOOR A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH SURFACE TO FINISH SURFACE A.6.1. EXAMPLE: T-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND PLUMB. C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS C.3. FRAMED WALLS EXTERIOR CA. FRAMED WALLS INTERIOR C.5. DOORS AND WINDOWS D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - UNLESS OTHERWISE NOTED E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE STRUCTURAL MATERIAL ABOVE AS SCHEDULED G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE DRAWINGS. LE N NAR= LENNAR TAMPA DIVISION 4600 W CYPRESS ST, SUITE 200 TAMPA, FL 33607 813.574.5700 1450 VERSION CHANGES VERSION DESCRIPTION OF CHANGES 1.0 PLAN REVISIONS 2.0 TRUSS CONNECTOR REVISION 3.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE 4.0 GAS FIXTURES ADDED INDEX OF DRAWINGS SHT NO: TITLE CS COVER SHEET Al FOUNDATION PLAN A2 FLOOR PLAN A3 ROOF FRAMING PLAN A4 ROOF PLAN A5 EXTERIOR ELEVATIONS A6 FLOOR ELECTRICAL PLAN SNO STRUCTURAL NOTES SN1 STRUCTURAL NOTES S3M FOUNDATION DETAILS S4 FRAME WALL DETAILS S5 ROOF FRAMING DETAILS SS RETRO FIT DETAILS S11 PRECAST DETAILS S12 PRECAST DETAILS PA1.0 PRODUCT APPROVAL PA1.1 PRODUCT APPROVAL PA1.2 PRODUCT APPROVAL PA1.3 PRODUCT APPROVAL PA1.4 PRODUCT APPROVAL SH 1.0 HURRICANE SHUTTERS SH 1.1 HURRICANE SHUTTERS SH 1.2 HURRICANE SHUTTERS SH 1.3 HURRICANE SHUTTERS SH 1.4 HURRICANE SHUTTERS SH1.5 HURRICANE SHUTTERS WP1.0 WATERPROOFING DETAILS OCT 2 8 2022 Virtual Review Assist, I�� Plans Review completed and approved for compliance with the 2020 FBC 7th Editiop by Debra Anne Kiahr PX230i1 Kt "M i V IN) NOV 21 2022 NOTICE TO BUILDER & ALL SUBCONTRACTORS IT IS THE INTENT OF DESIGN PROFESSIONA�TED IN THE TITLE BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS,OR MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND APPROVAL BY THE DESIGN PROFESSIONAL. Own E n(n c o W L .'p Q � N d 5 V) V -0 m a M .o 2 S VJ� _E O U_CD oQQ Q —t �a� m } at N W Lw O E ri m 70 p. � a W W W ow w�a (6 W0E-- ��� ��yzW z df)W�E-1<0�W<'002,0 z0rz wwcoIpw0mQz�U 00n-W a>zy0ZLL0w05-a nW WF0Wx,� U) O Z _jJ -<OwaFZWzUOd wo2a U_ Ow a <owo 7D021 <LL LL O F 1! O O z N OW �2 z) t` Q F-: 00 O Q U) tM LO U ti W co 00 zv� z W WD J O A Iq OCDc, I N N f, O C; O N f! N CD` O Cj O Z O NLn w o 0 0 >N M COLO U) ZZ aZ O zw �--+ W W o 0 0 U_ O U� U Dzj Lo owo zz aka r Q O i— af wQ Lr) _ ~ � ~~0 ,--I Z o = . . O7 Q O zwo Q UwLL z d z �z ry < o�J O� co tr z C S z w W J O (� N O LAST PLOT DATE August 8, 2022 Z0 O J I COVER SHEET L I I I I I I I I A. 1 11 1 ! 11 1 1 V I ELEV (-) 0'-3 1 /2" = I~i U H ao d o co N = 0 v 0 v 0 v 0 v 0 N N in W N � LO 0 v 0 v = U_ U� it 60 ELEV (-) 3-1/2" 30'-0" 4'-0" 2'-4" 5'-4" 4'-4" T-9" T-10" 2'-5" L 4'-0" 15r'— 7 1 A d d d a d dL 1 ❑ a UI B 2 M I II I B I — d S3 I ,� I I I Iii I II II II IU_ I > � ❑ > = z II � Np p Q 14 I �m cr) aD w z_ _ C.J. I Z — r-------------rr---- — L-------- _-0 t ' J d 2 1 NU FYI I �1 I II iY �ZII I II U I 11 d I w I t a I I I L ------ I ii n I 13 — d I I ii i1i I II II I II II I I ii u l 10 I l a I II II O 140. PLUMB. C.J_----------- -- - -ir- --2'-6"---6'-31/4"- �3 T-3 3/8" 8'-5 1 /8" LAV LAV SINK / ELEC CONDUIT ELEC. CONDUIT I I I ill I L it it I I I IIII I II d 0 9 I ;I I II II I I ❑ I 11 I II I I II �� II d I I I 4 I I Q 1 II 14 I 9'-2" --REF.--- - - - - - - - - C.J. _ II � 11 II II � Q II II II II L----- —�---J i- -- — � L----_j f -----1 ------ I --- - - - - ,20'-6„ I TUB I d u 12 I 1 T-7" W/C 14'-10" LAV I- I I Li II ------- ---- - - -C? I I — — — — — —i I 2 0' Iiow ii 14 IIi 11 10 K 8 Ili S3 I C I —d I II � I I a K 4'-8 1/2" 1 S3 LWASHER II ELEV — d 7 r I (-) 0 -4" — m d� III I = l a 1 B i1 I a 6D 0-3,-5„„ 3" L III — — — — — — — — —I— — — — — — — I N—C.J. d d r ddl 14 I a A N I 1'-8„ T-0., 1'-4" I i 4'-8" 6'-0" B I B I a I v 14 B 3 dL- N 1'-8" 10'-8" 30'-0" FOUNDATION PLAN (ELEV A 1 /4„ = 1'-0" 16'-0" 19'-4" 1'-8" ELEV. AT 0'-0" 8" MIN. ABV. GRADE) (TYP) • 3-1/2" MIN. 2500 PSI CONC. SLAB OVER 6 MIL VISQUEEN VAPOR BARRIER • MECH. COMPACTED FILL TO 95% OF MAX. DRY DENSITY • TREAT SOIL W/ TERMITE POISONING OR BORACARE TREATED LUMBER IS AN ALTERNATIVE TERMITE PROTECTION TO SOIL POISONING (TYP) 0 ;it 0 v 0 v 0 v 0 v m o g - (n CO w O N cD q 0 Ln O m N = FOUNDATION LEGEND: NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS (CJ) IN ACCORDANCE W/ AC1224-3R 0 = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB A = FILLED CELL W/ (2) #5 VERTICAL C = FILL CELL TO (1) COURSE ABV PIPE (NO REBAR) (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS m= WINDOW OPENING ABOVE PLUMBING NOTES- FBC 7TH EDITION (2020) PLUMBING SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2- WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS. LICENSED PLUMBER TO VERIFY AND HAS THE AUTHORITY TO CHANGE AS NEFDED. O KEYNOTE LEGEND KEYNOTE ANNOTATION �1 1/2" DP X 9 1/2" WIDE RECESS 2O 1 1/2" DP X 8" WIDE RECESS 1 1/2" DP X 13" WIDE RECESS 4O ICE MAKER LINE 5O SINK - KITCHEN 6O REF 7O WASHER 8O W/H UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 12 TUB 13 36" x 60" SHOWER PAN 14 CONTROL JOINT 15 j 42" x 42" A/C CONCRETE PAD C FOOTING LEGEND TAG TYPE SIZE REINFORCING C THICKEN EDGE 8" x 8" DP (1) #5 CONT. @ MONO FTG 16" x 20" DP (2) #5s CONT- C PAD 24" SQ x 16" DP #5s 6" O.C. EA. WAY OCT 2 8 2022 virtual Review Assist. Inc- oved plans Review completed and app for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr W N0 o C r, N 00 { ' CD 00 L0 ` Z o \ w p z Q cn a> LO �3 E o ' ch `" (N ) - V -0 0 a0 d ca, L 0 W E O 2 o O u- o m Q �N u V w Q� N 70 C o E. m a � � 00 -0 r F- a W W U' w0W w `J w200 I-Q zM0 z 0 0 JQ0 LL()0L�0 WOU) Q cW) QCiX�U) 00 aw°WoZoWoXmZD>� �F C1 (n Z a- U)ww cn �<( JQQoW<— WZow�oa >_j C) LL Q 0 w 2 I_ :�i Ld 0 W 0 0 O Q a Q U_Q 0 �Q� i O O Z NW O� 0 (M 0 J Lo �L.LI�L0 F- W ch Z U ZWO W J O I I 0 o NO or N N N N N C)o 0 C) I I I I Z ' N W o 0 0 Low �i _ > N ri I I I I ' C r^ i Z~ vJ az w O W U woo Q�� Lo 00 owo r Q O z of ara LnWr- F- Q ~~O ,-� Zom W�� . Q O 0 zxIx -- > Q (� w U_ z Z a �z Z �� U � O p W z Z w W J O N 04 O LAST PLOT DATE August 8, 2022 z 4-1 J MONOLITHIC FOUNDATION PLAN A 1 __1—l_......._. L I ' I III 6'-9" SH 25 HD AT 6'-8" EGRESS 5068 SGD C7 H.B. \ � U LO 2868 \ N \ N OWNER'S SUITE \ 00 15'-8" X 11'-11" \ 0 8'-0" CLG \ / N bo \ y,A 12'-7 5/8" \ 6'-3" T-9 1/2" 6-0 5/8" GREAT ROOM 14'-4" X 12'-6" \ VAULTED 2868 2.5/12 VAULT. c� 2868 --__ CLG 12" DP I ; O. BATH (5) SH M 8'-0" CLG - TP W.I.0 iv 8'-0" CLG (n 36" x 60" TB . I SHOWER PAN a? DRAIN co 0O M DINING o SHW HD M C° 10'-0" X 12'-6" `" &VALVE Q VAULTED oO ❑ N I r R&S N a o ,oa _Qoo u- M 121- N 00 oC °p o F'j � T-3 1/2" 4'-2 5/8" N N o- CPT. u_ 9 TILE m LO ° of 1 � BEDROOM #3 KITCHEN q z I N 11'-1" X 10'-1" 12'-6" X 13'-6" N _ 8'-0" CLG VAULTED I- Q N S iv 0 W N I co z U' O O co (n 2.5/12 I O `° _ z= O NCO(n VAULT. ---- N Q W CLG Y oo ow --- DW 2'-31/2" `�' 11'-61/8" _ O r— in �____- ---- 2668 (0 4'-6" 2'-0" - N 4'-5 1 /4" T-11 1/2" co T-9 3/8" '-3 1/2" 2668 10'-3 1 /8" LO � (n W N W Nr Cl) 8'-0" CLG T- Q W REF ���� 0 W (V N N BEDROOM #2 5 SH 9'-10" X 11'-1" 2" DP (5 � 8'-0" CLG TB TP N I _ 0 BATH #2 I u- �� 2'-9 1/2" T-2 3/4" 8'-0" CLG (n I w - A�I C:, v co _, i N 0 2.5/12 _ — — i VAULT. �o INSULATED W/H CLG Q / o WALL 20MIN. L---- AHU PLATFORM C-) RATED DOOR W/ LAUNDY WEATHER 22-1/2" x 54" PROTECTIVE FOYER 8'-0" CLG STRIP K ATTIC ACCESS BOLLARD 4'-4" X 12'-8" �'d'6, S3 ao VAULTED `� - �n SHELVES IN I� LAUNDRY AT 60" A.F.F. N 00 DRYER o VENT o I `O D W HANSEN o c%� �3;-'l/2" BOX v 1'-0' I T-8' 4" PADDED TWO CAR GARAGE FRAME WALL 8'-0" CLG 12x12 CMU PORCH SH 1/2 33 COLUMN VAULTED CLG HD AT 6'-8" _ I _ _ _ _ _ _ _ _ _ _ _ _ LINE OF GARAGE IN I -0' T-8" 2'-0" 4'-0" I OPEN POSITION I I 4'-8" 6'-0" I I I I I I I I 16070 I H.B. 1'-8" 16'4" V-8" 10'-8" _ 19'-4" FLOOR PLAN (ELEVA 1 /411 = 11-011 01$11111 GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. INSTALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.)* = 42" A.F.F. OR U.N.O. TOWEL BAR ABV TUB DECK* = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.)* = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET- (M.C.) = 75" TO TOP OF CABINET A.F.F. *PROVIDE 2X BLOCKING IN WALL AT ALL LOCATIONS FOR T.B. AND T.P. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 1X3 PT FURRING STRIP 3/4" INSUL BOARD 1/2" GYP 8" CMU NON -BEARING 2X4 STUD W/ 1/2" GYP. UNO BEARING WALL 2X4 16" O.C. W/ 112" GYP. LINO p = FILLED CELL W/(1) #5 VERTICAL = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB S = FILLED CELL W/(2) #5 VERTICAL C = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) SQUARE FOOTAGE: ELEV A AREA PROPOSED FIRST FLOOR LIVING 1448 TOTAL LIVING SQ FT 1448 ENTRY 19 GARAGE 387 TOTAL SO FT 1854 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-11/R-13 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT SAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) OCT 2 8 2022 A , Virtual Review Assist, Inc- I ove plans Review completed and app for compliancebDebraAnne with FEC PX23fIll L.tictotM Y 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 GARAGEDRI 30.0 -33.9 30.0 -33.9 N No N w _.. r LO 0 w ;F LO T z W �\ o W Of 0 z Q to Q) LO E o ar N N N U W E t M O 2 o �} Ou-o t U — O O .N w a� co WO E? N W Ur W ow v6 wow �-< o � 5K za ¢ z O0 0 0 Q Q F— U I— J< 0� O LL U 000QzTuOZ200-¢Q Ou)00OZOR00mZZ�U J O cnWawinz WU)Ixo ¢�� j<<0W<ozWZO��pa LL Ow 2F-F �wz o� n D oQ �¢ ¢ LL¢ o F¢LL I� 0 O Z N O� �-5 O c Q cM LO W i-13fa(") W 0-2—o Z U W W _jC:) d' I I I I I I 0 0, N C) o N � N 0 N M N 0 N r o O Cor N z 1 O NLo LO > o N M I I I I CO1 CO CT (n Q z C)ZW W O woo U 0� Lo O ow owo Q O Z I- Q- Q w ~~O T'�11 z 0-no M ■ W <�� Q O zwo C:)(� W IL cr �'; z az �z z U J pow Z z W 0 N C3 cli O Q LAST PLOT DATE August 8, 2022 Z -� O FLOOR PLAN A c c u y 2 c ROOF FRAMING PLAN (ELEV A.' 1 /4„ = 1'-011 OCT 2 8 2022 V y Virtual Review Assist, Inc Plans Review completed and approver:+ for compliance with the 2020 FOC 7th Editic"' by Debra Anne Klahr PX2300 REFER TO ENG. PACK FOR CONNECTION 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 112" FROM FRAME WALLS. • SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG BACK LOCATIONS. • SECOND STORY TRUSSES ARE CUT BACK 3/4" FROM EXTERIOR WALLS. NOTE: DO NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOF 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) 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 SHINGLE ROOF 12 5.91 / 2 2� r HEEL= 4-1/16" 0r - PLUMB j CUT_r---� r 2X4 12" LABELED END MARK CJ3 HANGER CHART 0 CJ 1 M a b = HUS 26 (SIMPSON) .' a - LUS24 (SIMPSON) U 11-05/16" 2,_0„ Total Truss Quantity = 75. TYPICAL 5' SETBACK CORNER -SET LABELING AND SPACING REFER TO ENG. PACK FOR CONNECTION o CJ5 CJ co IU V-0 5/16"-J--� 1 2'-0" 1 2'-0" TYPICAL 7' SETBACK CORNER -SET LABELING AND SPACING ATT-:-1TL"IINTION N r DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN :30' BY THE PEAK CONSULT RCSI -B 1 30' to 60' Span 30' Span or less 60 degrees Spreader Bar or less 2L1 to 111 ' I Ta line l :.Jan approx. Ta line l span approx. REFER TO BCSI-B1� Truss must be set this way if crane used. Truss is an example, your truss may not match. Insist crane operator sets truss this way. General Notes 1. ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES AND FLAT GIRDERS HAVE THE TOP CHORD PARTIALLY PAINTED GREEN TO BE INSTALLED GREEN SIDE UP. 2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS OTHERWISE NOTED. 3. ALL TRUSS SPACING IS 24" O.C. UNLESS OTHERWISE NOTED. 4. PER TRUSS PLATE INSTITUTE BCSI-61 RECOMMENDATION PERMANENT X-BRACING SHOULD BE PLACED AT A MAXIMUM SPACING 15' U.C. ACROSS THE SPAN, TO BE REPEATED AT A MAXIMUM OF 20' BETWEEN EACH X-BRACE THROUGHOUT THE STRUCTURE. PLEASE REFER TO BCSI-B1 FOR ANY ADDITIONAL BRACING DETAILS. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCLL = PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.25 % WIND SPD/TYPE = 140 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 mcrnber design & connector plates are designed for ASCF, 7-16 and maxiniutn forces from both components and claddings and main wind force resisting systems. These trusses have been reviewed to carry an additional 10# psf non -concurrent bottom chord live load. IFLOOR LOADING SCHEDULE CLL = 40 PSF TCDL = 10 PSFCDL = 5 PSF OTAL = 55 PSF F ROOF" DESIGNED FOR SHINGLE ALL REACTIONS AND UPLIFTS ARE SHOWN ON ENGINEERING. WALL KEY DESCRIPTION INIT. DATECreated from BID 13312288 AS 8/6/2015REV. ENTRY & ADD HIP @ REAR SI-1M 9/18/15Add Vaulted ceiling in Great rm, AS rm Kitchen To Lntuv 12/21/2015Dinin LC9 AND F BC2017 HAR 12/07/2017 E RE -CALL A7G B.C. AS 7/24/2019 1 CA JTH 1/4/21 j I I LOAD# DESCRIPTION INIT. DATE alts revision block for alts only. CARP ENTEtR - CONTRACTORS OF' AME'RICA 3900 AVENUE G. N.W. WINTER HAVEN FLORIDA 33880 PH❑NE: (800) 959-8806 FAX: ( 863) 294-2488 BUILDER : LENNAR HOMES PROJECT: MODEL : 1450 CCA PROJ/MODEL/ALT 7A2 / 1450A ALT DESC: OTC LOT BLOCK fAT ER PAGE P 6 201 SCALE 21593R 1 4 "=1' ' N N 0 ao OD LO co LO \ W O W 0 Z Q /r _ E L 10 M cO � ai CN 'CO 01 r7 V) U -0 °°M A� _ W .— — L M 2 O 2 T� Q�Q v! O 11 S a Q U�� —t •nVn``i U W Q Q n E M 7W L O0 V �l-c—,a a LLI W OLL uj IYWtiO Q W _j w UzH� < 0OUa5J x jzW 0U j 0Uo°0-j w0tL co0mzQ z 1v U)F- O Zn cz anwwnit w� _j<— —w _0,W<WO o Q Q oQ o 0 oQQLL W 0 0 Z N O� (n r- (0O 0 Q w M � U) ti lf') F-�aM Z00 U WW JC:) O I I I I I I I I I CDO O � O CV N (z) N O N CS N I I CD z o � o I I I I o N� LO W � o � `? N ch I I I I I I I I z~ aZ W O W coo �+ O U UUc/) l,{) o or< n Q Z a —a C:) I- w H ~~ o rl zo= W <�� CY) o ZWO �.. � Viz Z �z U J pow z Z Z W W J O N C) C\l 0 Q LAST PLOT DATE August 8, 2022 Z _o J ROOF FRAMING PLANS A 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 CALC: NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANTITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER F.B.C. 7TH ED. (2020) SECTION R806 FORMULA = S.F. / 300 (1/300) * 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT ATTIC AREA = 1854 SQ FT VENTILATION REQUIRED = 890 SQ IN VENTILATION PROVIDED AT RIDGE = 552 SQ IN VENTILATION PROVIDED AT SOFFIT =1386 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 VERTCALLY) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. (VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) ` RIDGE VENTS - 18 SQ. IN. OF NET FREE AREA / LINEAR FT. OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA / UNIT ` SOFFIT VENTS 7 SQ. IN. OF THE NET FREE AREA / SQ. FT. IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE PROTECTION, THE CONTRAC FOR 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 OCT 2 8 2022 VW\ Virtual Review Assist. Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edit' bV Debra Anne Klahr PX2300 ROOF PLAN (ELEV A 1 /411 = 1'-011 N N 0 N 00 ao LO - o 00 LO R..'' 0 0 w 0 Z L E > p .r? u 0 C') 0 �� ♦� D h } M i) U N M LLL O 2 o O LL_ Q . (nn' .= N L W W 0 E ri W < 0 �LLI Uj W OUj F r-~ Ly _j X¢LLJ�~ZZEE z Q°X�W :�Ww-oo°�= Q Q d cn Cf Of O Z 00 R ZO O m 0 Z¢¢ �� C'1 O O Z J('a>Ly ZYOZzLLoWo�a (/) U_ ¢�¢OW¢cn-ww� OW �2F-F �W23 Voa ¢ OQ O O= O¢Z LL ¢ LL C) Z " OF_ z 0 M O Q w (M U) _j U) L.L ti W —W0.cy) W CL Z U WW J O dam' i i i i i 1 I I I O o N o (- N o CV r' N 0 N M 0 N - O CD( °' o o - � N o I I I I I I I Z O NOf L? w > o 0 o I I 00 Z U) aZ W O Z 0 W U 000 VOU) Lo Z �Zj pWp ara f— W Q Lf� = e mw H~O i-I Z O W � <I.-� 0 zo�0 O z v WLL aZ� Z OU 0 CL z Z W W(C) J O N o 0 LAST PLOT DATE z 4_' O _I ROOF PLAN A I. ' I I 1 I 'I I 111'1 11 'III ❑ 1 1 1 1 1 II 1 -L I I I I I. I IF II SHINGLE R( ELEV AT 8'-0" T.O.M. 5/8" STUCCI OVER CMU ELEV AT 0'-0" 1 ST FLOOR FF STUCCO CASING Peen 1nm I..1 WEEP HOLES OVER ELEV AT 6-0" T.O.M. ELEV AT 01-011 1ST FLOOR FF REAR ELEVATION A 1 /411 = 1 1-011 FRONT ELEVATION A 3/811 = 11-011 12 CAW.-5 ELEV AT 8'-0" _ T.O.M. 75/8" STUCCO OVER CMU 00 zo ELEV AT 0'-0" 1ST FLOOR FF - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ELEV AT 8'-0" _ T.O.M. 000 00 b ELEV AT 0'-0" 1 ST FLOOR FF RIGHT ELEVATION A 1 /411 = 1 1-011 12 5f 4 LEFT ELEVATION A If _ 1 n /41 75/8" STUCCO OVER CMU r � i I I I I I I I I I I I I I I I A5 SHINGLE ROOF 7/8" STUCCO OVER PLYWOOD 1 1/4" THK x 6" STUCCO BAND OVER CMU STUCCO 1 5 ROOF FINISH PER ELEVATION ROOF SHEATHING MANUFACTURED ROOF TRUSS MTL DRIP EDGE ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL \161hauzonedA --ROOF FINISH PER - ELEVATION /—ROOF SHEATHING — -MANUFACTURED ROOF TRUSS METAL DRIP EDGE — 2X4 SUB -FASCIA - ALUMINIUM WRAP PER ELEVATION ------ �--- ALUMINUM NOTE: REFER TO STRUCTURAL SOFFIT SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL OVERHANG DETAIL 6 1 11 ti FOAM BAND 5/8" STUCCO FINISH FLASHING NOTES: DUE TO CLARITY NOT ALL REQUIRED FLASHING ARE INDICATED ON DRAWINGS. REFER TO FBC RES 2020 (7TH EDITION), SECTION R703.4. AND R903.2 APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED AT ALL ROOFING SYSTEM INTERRUPTIONS, TERMINATIONS, INTERSECTIONS, AND PENETRATIONS AND IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAK PROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES (28 MM) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING- JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL, 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. 8. WHENEVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION. 9. AT ROOF CRICKET OR SADDLE. 10. AROUND ROOF OPENINGS. GENERAL FLASHING NOTES - INSTALL FLASHING IN ACCORDANCE WITH FBC RES 7TH EDITION (2020), SECTION R703.4 AND IN ACCORDANCE WITH STANDARD APPLICATIONS ILLUSTRATED IN THE ARCHITECTURAL SHEET METAL MANUAL (LATEST EDITION) AS PUBLISHED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, INC. WINDOW NOTE: ALL NEW WINDOWS MUST MEET A MINIMUM 'U'-VALUE OF 0.4 OR LESS AND A'SHGC' OF 0.25 OR LESS. (UTILIZING THE PRESCRIPTIVE METHOD FOR EXISTING STRUCTURES) EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM SHINGLE / UNDERLAYMENT NOTE: ASPHALT SHINGLES ARE IN ACCORDANCE WITH TABLE R905.2.6.1, FBC 7TH EDITION (2020) - RESIDENTIAL SHINGLE UNDERLAYMENT SHALL COMPLY WITH SECTION 905.1.1, FBC 7TH EDITION (2020) - RESIDENTIAL GENERAL FINISH NOTES: APPLICATION OF STUCCO (EXTERIOR PLASTER) MUST BE IN ACCORDANCE WITH FBC R703.7, ASTM C926 AND C1063 ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL. (REFER TO SHEET SN1 FOR THE ENGINEERED METHOD FOR LATH ATTACHMENT) CT282 NOTE: V V FOAM TO BE USED ONLY WHEN Virtual Review Assist, Inc - REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE Plans Review completed and approv BUILT W/ STUCCO for compliance with the 2020 FBC 7th Editior by Debra Anne Klahr PX2300 VARIES PER OPENING I I 2" THICK 1" 2" 1-1/2" THICK N 3 1/2" L I 6" -- 3" THICK VARIES PER OPENING FOAM BAND 8 ELEVATION DETAILS '11AIll- 1I-NI 7-ICMU COLUMN DETAIL 1A _ _ 4" 10" v � v N 4„ - 2 LB EPS 2" 1" 9 BRA'A 1CKET DETAIL d = _ N M 0 N t CID w Ln 00 � a z w o W 0 z Q V) W N E L ��O r"i O �� v 2 N M V �w C E'er` t o O 2 o O � � aQ�"� U�� -.0 �nN` w Q'q V V t\0 00 N a "o N CW I..L ,. U 0LLj (6 WOt- 1-Q of 7_j ffq�~zx QQXJZ03xWI.LOQ OJ� F- O f- 0 =0WW(rO,0Fr00J0zZ ��a>zYOZzLLp<0Xa :0 C'1 V) Z Q�WO FF-gwp�U�Q OIt 0 D 0<<� LLQ o ILL 0 N Z O� U 0 111-: M Q (/) M J O � U) L L __ ti W fl� W ('M Z U F- W W JC:) A 0 I � I I I I I O o CV 0 O CV N CV N N O O CA CDC) C)` I ' Z N , ^ Li J W W > C) o N 0 M I 1 I I LO MT 0�/ �/) Q Z C)_ � +�+ ZW O W U o z z W O O rJUV5 F_, O DZj owe — or z a < O T� ZO= >- WF� V wIL lO Z az _ � Z �z �� o0 U J Z A5 z z z W w J O N > (0 O LAST PLOT DATE O z . . �' August 8, 2022 i EXTERIOR ELEVATIONS A A/C DICONNECT WP GFI ELECTRICAL PLAN (ELEVATIONS A & B 1 /411 = 1'-0„ POWER CO. FEED ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST 3' FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES - UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. 200A INDOOR PANEL CENTER #15 copper to lights & outlets #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer - 210 or 4/0 SER Alu -- 4 Bare Cu Ground Groundrod tied to footer steel OR 4 Bare attached to footer steel TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS OCT 2 8 2022 A Virtual Review Assist, Ir c. Plans Review completed and approved for compliance with the 2020 FBC 7th Edit! by Debra Anne Klahr PX2300 ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH---.—\7 �S SWITCH- 4 1/2" DOOR JAMB— DUPLEX OUTLET c> TRIM-= BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL— - o Z 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" Cl) 3 WAY SWITCH AT 36" -64!- 4 WAY SWITCH AT 36" _0 PUSH BUTTON FOR GARAGE DOOR OPENER - fl DIMMER SWITCH AT 36" -Lp PUSH-BUTTON DOORBELL {A} CLG MNT LT FIXTURE �-} CLG MNT PREWIRE - FIXTURE BY OWNER SURFACE MNT FIXTURE -}- WALL MNT FIXTURE NOTE: 40W A 6" ROUND OPALEX - ALTERNATE C TUB/SHOWER CANS MAY BE C` 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY 6l 50W MR16 4" LOW VOLTAGE OWNER �(8�50W PAR20 NFL 4" MINI ROUND RECESS 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ CosSMOKE DETECTOR C SMOKE DETECTOR cU-18= UNDER CABINET 18" CS-182 SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP U-36 — UNDER CABINET 36" = S-36 = SINGLE 36" FLUOR STRIP = D-36 = DOUBLE 36" FLUOR STRIP c S-48 — SINGLE 48" FLUOR STRIP D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT 9--24;;A 24" VANITY LIGHTING 36 36" VANITY LIGHTING 48 48" VANITY LIGHTING EXHAUST FAN/LIGHT 0 EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND L 150W PAR 38 FL 0 INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR 0 CEILING MNT SPEAKER M CHIMES (DELETE W/ INTERCOM) if MASTER STATION ELEC PANEL 0 VACUM OUTLET AT 12" CEILING RETURN AIR C] A/C REGISTER OTT` THERMOSTAT GB 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. I: w W L /^i -0°? O J CO N N (N V -0-0 d (, E . _ 2 Cl) -0 S i U}< •N V LU QN C 7W 6-000 -V E 0 11 a C)LLl Uj W0 W rW� �2� 0 ¢<zzW �Q�WCrO¢0Q00_0x0 Q V DOJ ILL p� JOQZu.z2_jF- �< aW�OzOwO°mz0wzzLL '(1) W Lu n� Q0J _1WQ�WOw0-OaQ0z� 0— LL QOw Mt-F �w OIr -0 :3o¢zOf LL¢ O f Q LL O O Z CNI OF_ (D =) ti ID F_� (M O Q w (M � W z W LL z < W Lq F— W IcL M CLQ�T- Q°° z F- Z W Wo J O (O J I I I I I Q0 C) CD C) O N O C) N N N � M � O �_ N I i i I z O N 0' L00 0 0 , Ll > r- cv ch I I I = LO CO (� Z �/V Z H z C)`( w z W W O O U F- z)zj ow0 O or Z a a� Q O F- W (� MW Ln H~ F- O O Z= . . Or) Q O ZWO 0 U w u_ Z ait �Z �C Q F� OU J _0 a. W Z A6 Z z w W C4 0 N C) > . . LAST PLOT DATE O August 8, 2022 Z0 O _I ELECTRICAL PLAN UNDER CABINET 18" CS-182 SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" =S-24= SINGLE 24" FLUOR STRIP =D-24= DOUBLE 24" FLUOR STRIP U-36 — UNDER CABINET 36" = S-36 = SINGLE 36" FLUOR STRIP = D-36 = DOUBLE 36" FLUOR STRIP c S-48 — SINGLE 48" FLUOR STRIP D-48 DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT 9--24;;A 24" VANITY LIGHTING 36 36" VANITY LIGHTING 48 48" VANITY LIGHTING EXHAUST FAN/LIGHT 0 EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND L 150W PAR 38 FL 0 INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR 0 CEILING MNT SPEAKER M CHIMES (DELETE W/ INTERCOM) if MASTER STATION ELEC PANEL 0 VACUM OUTLET AT 12" CEILING RETURN AIR C] A/C REGISTER OTT` THERMOSTAT GB 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. I: w W L /^i -0°? O J CO N N (N V -0-0 d (, E . _ 2 Cl) -0 S i U}< •N V LU QN C 7W 6-000 -V E 0 11 a C)LLl Uj W0 W rW� �2� 0 ¢<zzW �Q�WCrO¢0Q00_0x0 Q V DOJ ILL p� JOQZu.z2_jF- �< aW�OzOwO°mz0wzzLL '(1) W Lu n� Q0J _1WQ�WOw0-OaQ0z� 0— LL QOw Mt-F �w OIr -0 :3o¢zOf LL¢ O f Q LL O O Z CNI OF_ (D =) ti ID F_� (M O Q w (M � W z W LL z < W Lq F— W IcL M CLQ�T- Q°° z F- Z W Wo J O (O J I I I I I Q0 C) CD C) O N O C) N N N � M � O �_ N I i i I z O N 0' L00 0 0 , Ll > r- cv ch I I I = LO CO (� Z �/V Z H z C)`( w z W W O O U F- z)zj ow0 O or Z a a� Q O F- W (� MW Ln H~ F- O O Z= . . Or) Q O ZWO 0 U w u_ Z ait �Z �C Q F� OU J _0 a. W Z A6 Z z w W C4 0 N C) > . . LAST PLOT DATE O August 8, 2022 Z0 O _I ELECTRICAL PLAN I 1 II ! 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, ACQ ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN T. ABLE 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 GREATFR 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 R308.42, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1. 1. 7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2. 2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2. 4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2. 5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1. 2. 6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2. 1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2,2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2. 7. FLOOR TRUSS TOP CHORD MINIMUM : 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2. 3. 3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4. 3. WIND LOAD DETERMINATION BASED ON ASCE 7-16 2.5. DEFLECTIONS : 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO L1480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 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 30", #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-1-P CONCRETE NOT EXPOSED: 1 1/2" GROUT FILLED MASONRY: 3/4" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-1-P GROUT 3,000 Psi 3,122 Ksi STRUCTURAL NOTES 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: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4. 4. 10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4,5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'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. 8.1 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 Aentifies 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• mBust tie removed before exteriorsoilrtreatmientaralong the foundation perimeter 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: 5B SINGLE 9x7 +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" *4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1 8" DRYWALL SCREWS AT 12" O.C. F-OR 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. OCT 2 8 20?2 \/V\ ` Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Aline Klahr PX2300 ao ' t 00 V) �f W O \\ W Z Q E �r 0 W L ' CV) V)U W u -Q Z'j � A� E >- L 0 :D O B 0 0 `L - 8 Q ��q -.i }4t �N U W Q7 o E 5 70 C) K 10 IU -o 1- a W LU W LL U7 W F- �Lc- Lcc It w<1- ZW T- O � I- J00�:W0LL00LL a5� U)�EE0XoZ0 WWr r�x O 0 O z � dLli- W W rnXXZ�0 J ¢ a O w Q O Z w Z O W 0 0 a LL OW �f-F gwZ a a 0W O OQ LLa O FaLL O 0 Z N 0 W I- U ::) r` 0 I--- � o Q Cl) M � C W i` 0� c� M G 00 Z U Z W Wo J O J d(0' I I I I I I � I I I I I C)CD 0 O N p N O N to c2 ) o I i I Z O N'nW O o0 LO y/ > N M 00 �^ Z1-- QZ W C)'� �+ '"' O w U coo UU� LO 0 0Wo Z ara W=Q Ln v m~O F- _ �o� W a <�� ■ ■ TT VJ0 ZQWX C:)WILL Z a Z OU 0 0- m Z Z Z J Lij C"! CC) )(.0 rn 04 0 C:)LAST PLOT DATE Z 0 STRUCTURAL DETAILS I I. -_-L ___ I 1- II 1 11 1 ! 11, _ -�-1. 1 II 11 11.1 1 1 - 1 I 1 1 1 1 1 t '_ _ _1 �_ 1111 1" 1 1_1' 1 I. ' 1'1 1 11 7 THIS DETAIL CNI-r' REFER:. TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACH[,AEN'T. METAi_ LATH - WAIL SHEATHING 16GAO-1,Z' LI_;'NG 13 4% STAPLES (a1 6" O.C. �,ERT BET'.-iEEII I i 4X ' I i I - i6GAx1-1,"2" LONG (3: 3' 1" STUDS (NOTED THUS:—) - OFPSET I I I I CROWN) STAPLES (a 6`° STAPLES BE-?"'EEN STUDS AS SHOWN I O C.'!ER' INTO STUDS -I tNGTED THUS:—) M ETAL LAT H ATTAC H M E NT DETAIL RE',` 09.24.21 S(:: 'LE ?,4 1'-C:,, 'DETAIL EXCEECS THE REQUIREMENTS FOR FBCR 7103 7 1 LATH' :�NL'r �FI_IES TO LENNAR TPAIJAX** LATHING ACCESSORIES: ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. WOOD APPLICATION: 16 GA. x 1-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERTICALLY/HORIZONTALLY INTO FRAMING MEMBERS. MASONRY APPLICATION: CONCRETE STUB NAIL, 3/8" (10 MM) HEAD DIA. MIN. @ 6" O.C. VERTICALLY/HORIZONTALLY OR COMPATIBLE ADHESIVES, EXTERIOR GUN -GRADE, CONSTRUCTION ADHESIVE WITH 1" DABS @ 6" O.C. OR IN A SEMI -CONTINUOUS BEAD BETWEEN THE SOLID PLASTER BASE AND THE SOLID PORTION OF THE KEY ATTACHMENT FLANGE. CONTROL JOINTS: INSTALL CONTROL JOINT LATHING ACCESSORIES IN CONFORMANCE WITH C1063. LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS, BUT SHALL BE STOPPED AND TIED AT EACH SIDE. ALL ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST ASTM C1063 81 ASTM C1861. CORNER OF HOME GARAGE SIDE 10'-011 TANK -LESS W/H �� STUB -OUT FOR ' GAS METER 0 0 N H C G 000 a o o ' o 'n 'IT U 0 • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24' O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'4" (1) SIMPSON HTS20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). '* SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE s + + + + + + + + + + + + + + + + + + + + + + + + + - + + + + + + + + + + + + + + + + + + + + + + ++ + + + + + + + + + + + + + Ep + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 +4 1,+ + -0(T�YFP.) 4'0" + + + + '-0" + + 9 + + + + + c7 + + + + + + + + + + + + + + + +++++ + + ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++++++++ + + + + ++ + ++ cr' 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. & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. EDGES & 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2-3/8 INCH NAIL LENGTH 2-3/8 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.811.7 wood panels Two 3/4" wood panels or 2 x — 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 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 ° x 1/8" gap r k 1ti FILL CELL STD. 900 HOOK BOND BEAM w .. .... - ... ..... .... Q STD.90° CONT. #5 CONT. #5 HOOK BAR BAR F ..... ....... ... #5 CONT. FROM C ON TOUHIG HIGHEST ���� BOND BEAM f'11 J� BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRIG. WALL N.T.S. 1/8" min.) Small gap 2" min. 2" max • � 4 max. __TClinch 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. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. 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 irdsmo thcof uts. - Birdsmouth cuts. N.T.S. - Under 2nd floor col, 1m^ wl 1^ 'r N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16 details in One 10d box areas=20 of high 6 or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking l Ise'1" 110ril nails nt R" n r `7, Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRIG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) :T higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Use 10dx3" nails at Vo.c. for all joist blocking panel *Non -stacking walls require additional consideration. — 6„ A 1Yz" ROUND HOLE MAY 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yz" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1y" Round HOIe Diameter tin} 2 3 4 5 6 7 8 A 875 10 i'; ; I 13_ Rectangular Hole Side on? 2 3 — 9 10 - - - b 1' 6" 1' 1" 1' 1 2' 1' 3" 1 3 1 7' 1 -11 2' 4 Z 7" 2' 9 Ally 16 Joist 12 1 0" 1' 1' 1 -2 1 I 1 5'-4 -- t Span Ift1 1u 0' 1'-1" 1'-2'" 1'-2°' 1'-7" ,� 3 11�' �4 1._a„ _k.._.� _�'.2„ V-3" 2 -5' 3'-7"" 4"-9" 5'-10" T, 2., 6'- 11 , 9'-6 „ 1'Q1 1 i� r NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 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 %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Web Stiffener Fastener Schedule Joist BearingLocation Series De th End Intermediate BC15000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d BCI6000s® BCI6500s(D 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d I 6-16d SIMPSC w/(22) NAILS 1 5/8" 0 THRU BOLT SIMPSC wl (22) NAILS 1 R TRUSS OP PLATE TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10- 10d nails \Install tight to top flange. Joist hanger �✓ \ Filler block. Nail �.ah 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1l4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist " depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL 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 1 112" REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION ° 4 I=III=III=11 ° PLUMBING LINE PVC OR SCH40 SLEEVE -- I Il i I I I-1 I,; ,_ _ q I I° 4° III —III —I —I I I 00 I ;111= I I I II I I ° FINI GRADE -III I III—III-4_1 I 1111 II=1 III-1 I I —III SLEEVE THRU STEM SEE PLAN FOR a• a • . ° FOUNDATION INFO ° STEM FOUNDATION —GRADE REINF. SEE PLAN ° A1-111111111� H11- UrINaL 4 rvu SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE -- TOP (2) #5's x 4' 0" PVC OR SCH40 SLEEVE CENTERED @ PIPEA PLUMBING LINE PENETRATION 1 I -------------r-------- - ----------------------- L 0 ° 0 \4 A SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE ---� --.--- -- d n° G I I III=1 I I=1 I `, 11a ,a 11=1 11=1 I I ° SEE FND. PLN. SIZE & REINF. OCT 2 8 2022 \/-RA Virtual Review Assist. Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Editiola by Debra Anne Klahr PX2300 t N 04 00 CD 00 a --` . FP Z W 2 ��\-- - \ 0 o w 0 z Q �Itn o ^ a _W L 'L O r'? u N 4) \T ' M , N V �_� EL t o Z) O E o � D O o 9 Q U6� —t *N u w i o E 7C)a rz,1)�To a _0 W W �W (n WOH ¢ W J �X<' zX Z 7)U�-nOofn'LU0JO F_ d�z� CyO 0000Mz0 O_JawYOwZ (��! Of W zLL00 a. a.QpF�OQW Zdi Z 0Q � O� o Z) 0QZo' 1. ¢ O 1.Q 1L 0 0 Z CV O� U Z) ti z ❑ � M O Q U) M r— 2 W z < W < Lf? I— W a. M oe o- 2 r Z C) W0 W J CO d' I 1 I I C)0 N 0 N N C) N C)O N C2 ' S o I ' Z O N '0�wo0o I I L > N (� I I CO } ZZ U) QZ C)Zw -4-1U) 'a-� M O W U W O 0 UUU) 0 0w> 0 Z CL W O^ = W W H L , ca ~O r-I � z O = Q�� ■ ■ 2 0 ZW0 0 Q U gZ w Z azu_ U J poa- m z SN1 z z w W J 0 CD O O LAST PLOT DATE .. z 0 STRUCTURAL _J DETAILS L _ I 1 11 A I I I ! I I I [I I I I I I I _ 1 I (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL / 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. VARIESAIlk 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 TYPE "S" MORTAR NAILER STD. 90-HOOK (SEE DETAIL) ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. (1) #5 VERT. IN FILL CELLS 112" GYPSUM WALLBOARD (SEE FOUNDATION PLAN U.N.O. FOR LOCATIONS) 1x4 P.T. BASE NAILER 3 1/4" BASEBOARD LL MIN. 2500 PSI CONC. SLAB w a MIN PSI MAY VARY PER o MUNICIPALITY. " 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 CN � � M 6 MIL VAPOR 11 F = z ao ;- BARRIER 111= N COMP. SOIL. 11 (COMPACTED TO 95% =1 I I I =III=III 1 I— NOTE: EXTEND DECO FINISH MODIFIED PROCTOR 1 1 I I III -III —I I I I I 4" to 6" BELOW GRADE ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK U.N.O. 4" V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" �3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS / O.H.D. RECESS Z / M 00 SEE A/S3 OR J/S6 ~1 I I I ICI I 1 11 r FOR REINF. INFO. 3" MIN. CLEARANCE 1'W" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR)) 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.) -I—III—II m ° 1=I I I —I I I=III=1 'II—ICI-1�1 ICI I 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 112" GYP. WB (MIN.) @ GARAGE SIDE IF Z APPLICABLE. 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE CV 6x6W1.4xW1.4 WWF OR FIBERMESH `' ° II —III —III — III_ I I' I I I- Ti I-' l 811 -.� „..�,.�.'9 I TYPICAL INTERIOR BEARING WALL w/ OUT UPLIFT r SEE TYP. WALL SECTION 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 SCALE:3/4"=V-0" S3 8"x8"06" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK CV ``' ELEV. 0'-0" 1E =LL�za 4 A.F.F. e C7 Q. q a e... a q 4' ` ELEV. 4-3 1/2" a- a .d .'a - e oa. a ..a O A.F.F. 0 e . a _ 4 2x4 CONT. < . w e a Id e. Q as cV e d e GARAGE DEPTH VARIES ° G O. 4 e e Q" a.4. ^ e GARAGE SLAB AT STEP rB­'� SCALE: 3/4"=V-0" S3 5/8"OR 112" HIGH STRENGTH -� `TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10) 10d NAILS 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR 2 x 6 W1.4 x W1.4 @ 24" O.C.) WWF OR FIBERMESH 3 112" MIN. It Lt D36 10 Q .z° i 1=� I. =1 I I � 113 112' min.)- 4„ 00 —1—II1=1I1- 31/2"(min.) -I- _ -III iiT1 —_ 117_I I I —I I f-1�1 1Tf=1 (2) #5 CONT. 4" 1'-4" 8" U.N.O. MIN. TYPICAL BEARING WALL an STEP an SHEARWALLrcN� "SHEAR WALL" SCALE: 3/4"=1'-0" �y 5/8"OR 112" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 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" 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 / 10 10d NAILS IF NOTED, THIS REFERS TO THE w ( ) STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE INCLUDE THE WALL ATTACHMENTS 2" 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH 3 1/2" MIN. _------ 9-- z- b _ 1 I 1=1 11=1 11-13 1/2"(min.)- 4" 00 — ° — I—III—II1- 31/2"(min.) - 4" =1 1=1 1 =1 1111=111= 1-111-1 III= 1I 1,;,1111111141,�11111�11 II�18�,�-I (2) #5 CONT. 41; U.N.O. _ MIN. TYPICAL BEARING WALL @ STEP CC SCALE:3/4"=V-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C Pis 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES,EDGES, AND 12" 0/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY \ �GoN 8" C.M.U. FORM SUBMITTED WITH PERMIT �� 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 N 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. 5/8"x6" "J" BOLTS BOLT @° CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ 24" O.C. VERT. OR K.O. BLOCK 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACED EVENLY FIBERMESH 2X PT PLATE #5 REINFORCING `" 2x P.T. PLATE WEEP SCREED INSTALLED BAR _! PER MFR INSTRUCTIONS ASSUMED FINISHED E ° D D #3 OR #4 REINFORCING BAR GRADE 40 MIN. Fy40ksi GRADE N z_ #3 & #4 LAP SPLICE - - ° FINISH GRADE °° [GRADE 60 MIN. Fy= 60ksi] z M D . 25" MIN. LAP [30" MIN. LAP] 00 6 MIL VAPOR BARRIER -11hil D ° I 1=I -I TFI =11 - _-I #5 REINFORCING BAR R 1 7/8 \ ° 1=ll=III—III—III—III—I _ I III I1=III—III—III—III_ N z _ III —III —III —III —III —I I1= z I _ T #5 LAP SPLICE I I I • III—III—III=III-1 I 1 n ° 1=III=III=� I' 36" MIN. LAP [36" MIN. LAP] `„ COMP SOIL COMPACTED TO _ EM ______ _ __� _ ...._______95% MODIFIED PROCTOR ASTM �- I I -III -III 1 I -I 1 I -III -I -1I-1 I' - 101, I I I=I I I=I I I=I I I=I I I=III=1 I I=1 I I —III —I IIIID1557) I,I I I, IIIIIII �,111111111, 11 III=III-11T=III=III=III=III=III—III—III=III=III=III— ' 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK "—I I I_I I I—III=1 I I —III —I I f=1 11=T�1-1 I I-1 I �T=1 I' - #6 LAP SPLICE FRAME WALL TO C.M.U. WALL CONNECTION rD 1 TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W14xW1.4 3 112" WWF OR FIBERMESH min.) 4" c - ° A - 00 I I —I II —I I -I— I —11I—I I SCALE: 3/4"= V-0" '-TI GRADE o _ I 1 1-1 1 1-1 1 1—I I I —I ' -(1) #5 REBAR w/ OPT. I IIIII 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 —II{ O.H.D. RECESS E d M 1 —'�=I � I I —III —I '. " '•.: ' ., � . — 'III=I I � I I- -III 60 .�1TIII1 I 1=4 -III—I I " •� =1 I I� SEE A/S3 OR J/S6 -' I II I I I IC—' 1 IIIII" FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. �'s3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 112" GYP. BD. HOLD GYP. BD. 2 1/2" FROM SLAB 0� 1-0„ 0 CONT. BEAD SEALANT INTERIOR 2X STUDS @ 24" O.C. U.N.O. a;. •. ' . a� ,• GARAGE ;ONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. MBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. ,TAGGERED, FROM BOTTOM INSULATION PER CHART LATE TO CONCRETE ON FLOOR PLAN AIN. SHEAR 180# MIN. CONT. BEAD SEALANT ENSION 120#) CONCRETE SLAB 6x6W1.4xW1.4 N c ae 'v WWF OR FIBERMESH °O _ M 6 MIL VAPOR BARRIER- '=1 �111111111111111 I,III,1 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" K S3 REBAR DETAILS F SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX. SEE PLAN FOR TOP OF BEAM _- (2) HTS20 M P.T. PLArI_ 7i16" O.S.B. COI. UMN I OCATION SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM ATTACHMENTS 0'-0" FIN. FLR �F SEE ROOF PLAN FOR TRUSS CONNECTION INFO & LAYOUT DESIGN -'- SEE ROOF PLAN - FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING ATTACHED PER NAILING SCHEDULE -SEE PLAN FOR STRUCTURAL COLUMN SIZE AND BASE CONNECTION INFO. -SECURE 2x4 P.T. BTM. PLATE w/ 1/4"0" TAPCONS AT 8" O.C. -TRIM PER PLAN SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) -BRICK PAVERS or SLAB PER COMMUNITY SPECS NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE -- SPACE ANCHOR BOLTS 6" MAX FROM END OF 2" x PLATE =1 11=III=1 I I m o I—III=III—III I 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 112" 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 ° D 111-111—IIItI—I, I1- I—' o III III—III (2) #5 CONT. =1 I I=1 I I I I II, , I 11F] I 1=1 11 ON 3" CHAIRS (TYP.) 8" 1'-4" 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT ALii SCALE: 3/4"=V-0" S3 VARIES 1 1/2" RECESS FOR - 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH 4. aTI=1 -71 4 III III, III; N II M� °° 11=III_III-III; 1111 III : -� N ,III � I II I ,, _-_ SEE A/S3/J/S6 FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP &RECESS S.G.D. M 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. f ' co 00 GRADE a e c� w ;III —III e °. I—III—III—III1-1' Z ==III=1 III=III =1 I I —I 11 w 00�o kI II:IIIIIIII I II=1II-1_II1 - zQ = • • a• - 1L _ e ° 4cun) = I11=1 =111=111=111=III I I III —III— FOOTING w — III III —III —I 11=1 I II I III=III=III -j I II I I-1 I F 11=111 1 I —=I I I -III-' BEYOND PAD REINFORCEMENT I=1 I I -III —I i I-' '- 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 OCT 2 8. 2022 Virtual Review Assist, In - Plans Review completed and approved Nf compliance with the 2020 FBC 7th Edi i hV Debra Anne Klahr #X2300 N N O N O O \ e... �a LO 0000 LO \� ` • Q = z w w z Q E > 0� o C) (� r, ai �� ; Ln N U 1) °M U� A� E L o W 0 P O O o C Q U a�Q -t C' •V) U W Q� 6.co E rMi 2) - 0 a W LU LLI ow w0� I -III Q � -j �g~zzaf z LL F- F- XW LL0C'F-QU ?0QZOZ2 cfWwWozOE00Mc1 Q� cai of 0 a IUjW w rfQ ��Q0IzI.IQ�zIzI.IZO��pa LL Ow �F-1- �wo9Q O p p Q z Q Q 0 O O Z N OW I-- jU)o � U)cM 0 < CJ � C z <W Lq F— cy) M zv< z3: LU wo J J I I I I I ' 1 lO o N CD O N O N O N N O 6' o o n o 1 ' z O N' W x O O o I I ' n +�� > N c'i 00 z f- V, ¢z W O Z 0 W000 CwjUU) Lo-0 0or0 _ Z a�rL Ln = w=w T"I O z O M ■ i- Q�-j p ZWO O Q U Qwu_ z ZQ 0- Z � � � OU O 12 Of Z z z Z w W J O N O Q LAST PLOT DATE Z 0 STRUCTURAL —j DETAILS - MONO 2x6 / 2x8 WAL BEYOND SEE PLA FOR HEADER CONNECTION L N (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT i FLUSH TO THE OUTSIDE i SEE PLAN FOR SIZE 2x DEAD WOOD @ MID POINT w/ (3) 12d TONEAILS SPACED /J_ 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 �TYp) SEE ELEV. � I� SIMPSON SP2 w/ (12) 10d I� NAILS AT EACH STUD ++ " 11 + , CRICKET AS REQUIRED I� SINGLE 2x CONT. BASE II PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. �- SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3) 10d TOENAILS T&B AS REQ'D -2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 10d NAILS BLOCKING (TYP.) -ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE 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 FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION - SCREW OFF CAP (3" DIA.)--� FOR CLEAN -OUT VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS DRAIN WALL CLEAN -OUT rA SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW g S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 1 ■■ � � •' •• •• ••. • ,• •• _ , . •. • �7 ■■ —Ilii ail fill — ■■III III■■ Milli IIII ■■!II lHE ■■III Ill■■ Milli IIlI� ■■I�� Ill■■ Illl IIII� NOTES: 1O 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. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. \_"N :'E\\\\\\\\__ 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 �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER CONNECTION ASSEMBLY .., GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. d e i POURED CONCRETE BASE FOR BOTTOM OF MOUNTING BI BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. INTERIO WALL C EXTERIOF WALL 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 3 ❑ ❑ SOLID AREAS ARE STEEL AND GROUT DOOR OPENING ❑ ❑ ❑ DOOR OPENING ❑ ❑ I ❑ Jim ❑ ❑ 1ST COURSE 2ND COURSE V 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT rD SCALE: N.T.S. S4 T�I SFF �0j, N 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 / 6 30LID AREAS ARE STEEL AND GROUT ULL 8x8x16 BLOCK )OOR 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 W/MOUNTING ANGLE 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C- 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER �j RESISTIVE BARRIER 71f I SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T ) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS = SIMPSON HETA20 w/ (8) 10dx1 112" _ NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT - • IN KO BLOCK AT EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. -- (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. $k5 R DUCT w/ PENETRATION THRU TOP PLATE w/ MORE 0% OF TOP PLATE WIDTH INSTALL SIMPSON fOP 16Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 iARAGE SPLICE NAILS TOTAL) EA. SIDE OF i00R 48..�PLICE STAGGERED (NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK rK SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END SIMPSON 1'-4' (1) (2) (1) (2) (1)LSTA30 4'-9- (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) 1 (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER ) \—(2) 2x HEADER SEE PLAN 10d x 1 1/2" AT EA( 1 STUD (USE SP6 FOR . INTERIOR HEADER: 2x6 WALL, USE SP8 S4 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) O/C TYP. 12d TOENAILS DOUBLE 2x • OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6) 10d x 1 1/2" EACH SIDE / 2x STUDS TYP. DO SIMPSON HTT4 TYP. Op OR U.N.O. SEE N/S4 FN2NQ ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT INTERIOR WALL HEADER DETAIL rQ SCALE: N.T.S. S4 _ SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2 P SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS 4 LINTEL • 10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ Y816d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBO J G ( P.T. ATE SIMPSON SP4 SIMPSON r(C JINIt'JVIV JY4 — SP2 N NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 ST ST J M. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS -RECESS LINTEL Ix a ° ° 2X8 P.T. BOTTOM PATE SIMPSON SP2 NAILED INTO TRANSOM FRAMING rBLOCKING RUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END Q 2x TOP PLATE V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE— EQUAL @ 12" O.C. SEE A/S3 FOR STAGGERED FROM BOT. REINF. INFO. PLATE TO CONCRETE d ° TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL j SCALE: N.T.S. S4 SP4 2X TOP PLATE OVERLAPPING I NAILS @ 6" gGGERED 3OLTS @ 24" O.C. \X 2X P.T. PLATE -5/8"x10" "J" BOLT @ 24" O.C. MAX. p C (MIN. (2) PER BOTTOM PLATE) _ SIMPSON SP4 SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 ° d ° 2X8 P.T. BOTTOM PLATE UU 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) 3 (4565# SPF) 3 (5645# SPF) 3 (6970# SPF) )S (9335# SPF) N. 8" PDXIED A.T.R. i&NUT 'OXIED A.T.R. i&NUT OXIED A.T.R. i & NUT 0 fO BOVE -OCKING 2) 16d TOE NAILS =A. BLOCKING ?X8 WALL ABOVE -NTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 18"X10" J-BOLTS 2'-0" O.C. ,MASONRY WALL 10d JAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A f--t cTer_r_Gocr� TRANSOM FRAMING BEYOND. --PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES Q E SHEATHING & 8" 0/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 wi (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 KR SCALE: N.T.S. S4 OCT 2 202 " VRA Virtual Review Assist. Inc. Plans Review completed and approved tnr compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 _ N N O CV 00 00 0 fit, LO k. Q A` w w z a (n N LO n E 10 o _W L. 0 M d (� N 5 _ N 0 V -Q CO W o ` } _O 8 Z U — p� U •N V w a �'N C W L 0 E o� a a W 0 W ❑ W U) w O 0 W F-, W � W F O F- a a J w wZo W 2 y Z X0_Ja03:x U-0OwJO Q J ❑ J — �aIE096-too Za a2 Z< LU wZa°"aOO OB>Zya wUaOW—wzOwv❑nO a.¢ �gaLL Ow Y OQ❑ OoQT LL I� O O 04 z W O� Ln z) r-- p��o Q Cr) LO U) LL i.- W F— 0� O_ M If v- :>: zoo V luzC) J � d' I I I I I I O o o N o N N N � M — O rn o o ,— o I I I I ' I ' z O N fy U) W o 0 o I I LO > N M I I CO z V) ¢Z O zw (n -{--+ 4--' O W U w O _O 0UFn ^ LoO i1 DZj_ Or. -� z 12- a W In W (7 ~W r-I O z O = W�� ■ ■ T V� p z�0 CD Q U _ZLL �/ z �, z J OU O o- m z Z z w W J 0 N > LAST PLOT DATE A.-i z 0 STRUCTURAL -- DETAILS I SIMPSON HGAMV W/ (4) 1/4"xt 1/2" SDS SCREWS TO BLOCKING & (i 1/4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" SEE STRUCTURAL NOTES AND NAILING TOENAIL w! UNSUPPORTED, SCHEDULE FOR SHEATHING DETAILS (2) 16d NAILS IF >9" SEE 10/S6 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS 45'± 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX 91, SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS_ (MIN. FIRST 4 BAYS) IF >9" SEE 1 O/S6 MAX. 9" BACKNAIL w/ (2) 16d NAILS UNSUPPORTED, SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S6 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'-0" 0/C. EXTEND AT LEAST 90% OF `-DOUBLE TOP PLATE "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT 2x4 CROSS BRACE APPROX. 8" EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) FROM RIDGE FASTENED AT & (2)10d TOE NAILS @ LENGTH (SEE TABLE) RIDGE FASTENED AT EACH JOINT w/ (3) 1 Od & (2) 1Od EA. END @ 48" O.C. SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 10d & TOE NAILS @ EA. END SILL (2)10d TOE NAILS @ EA. FROM LEDGER TO 2x FRAME WALL 1/2" CDX PLYWOOD OR END BLOCKING (SEE WALL 7/16" OSB SHEATHING GYPSUM WALL BOARD SECTION FOR SIZE & SPACING) ATTACHED W/ 10d GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED CORD ATTACHED W/ (2) 16d TOENAILS OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES 1OdX3" @ 3" O/C w/ 1Od NAILS @ 6" O.C. AND 12" O.C. FIELD THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD SLOPE OF ADJACENT SCISSOR TRUSS)2x4 PANEL BLOCKING(2) 16d NAILS INTO 2"x6" P.T. PLATE @ 48" O.C. FOR 2x BLOCKING 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT @ 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL INSTALLED PER MANUF. 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 1/2"x 8" "J" BOLT 32" O.C. MINIMUM 6" FROM MOISTURE BARRIER 1Odx3" @ 4" O/C @ O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) 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 TRUSS VERTICAL WEB (24" GABLE WEB WEB, USE MSTAM36 w/ (7) SECTION 1 O.C. MAX) w/ MIN. 4" SECTION_ 2 SECTION 3 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. L SCALE: N.T.S. S5 TITEN ON OUTSIDE �7-j �')` REFER TO DETAIL J ON SHEET S5 FOR X-BRACING, AND TOP CHORD BLOCKING INFORMATION WOOD TRUSSES 2x4 RAT RUN BRACING AT 24" O.C. ON TOP OF BOTT. CHORD FOR 4 TRUSS SPANS ATTACHED W/ 2 -16d AT EA. TRUSS JOINT 2x4 BLOCKING @ 24" O/C w/(2)16d TOENAILS @ EA. END MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON - LOAD BEARI G LOCATION D SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" SrJ ADDITIONAL INFORMATION. 11NIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) (2) 16d PER JOINT L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL K�J-� SCALE: N.T.S. S5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" N N AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, N X IF >9" SEE 1 O/S6 SEE STRUCTURAL NOTES AND NAILING 00 °° IX SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ `O 00 a0 1/ 2"x4" CROSS BRACE (2) 16d NAILS APPROX. 8" FROM 102" RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3) AT LEAST 90% OF WEB 10d & (2) 10d TOE NAILS @ EA. END LENGTH (SEE TABLE) GABLE TRUSS (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2)16d NAILS W/ 10d NAILS @ 6" O.C. (D = 0.148", L - 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL FIRST (4) ROWS OF • E ES AND 12" O.C. FIELD TRUSSES FROM EA. NOTES: END TYP. TOP & rt JACK TRUSS 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 112" LAG SCREWS OR EQUAL BOTTOM ATTACHED SEE PLAN FOR OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS CONNECTION 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4 "T" ON TOP OF PANEL 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 2x4 BLOCKING W/ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 10dx3" @ 4" 0/C (2) 12d TOENAILS B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION g TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS TOENAIL 1 (2) 16d NA 12" ,SH SCHEDULE ,TTACHMENT i SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE . 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ri0 SCALE: N.T.S. S5 .. 111. u-111- GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERE WOOD TRUSSES SCALE: N.T.S. S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP -MINIMUM (2) 16d PER JOINT MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL K"M' SCALE: N.T.S. S5 "L" BRACE W/ 10d q0 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS — SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING — DETAIL MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 2"x4" CROSS BRACE APPROX. 8" FROM ZZ RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3) AT LEAST 90% OF WEB 10d & (2) 10d TOE LENGTH (SEE TABLE) NAILS @ EA. END GABLE TRUSS 2x4 PANEL BLOCKING CDX PLYWOOD OR @ 48" O/C FOR THE 11�1/2" 7/16" OSB SHEATHING FIRST (4) ROWS OF S NAILLS N ATTACHED w/ 1 Od NAILS TRUSSES FROM EA. @ 6" O.C. EDGES AND 12' END TYP. TOP & O.C. FIELD BOTTOM ATTACHED W/ (2) 16d TOENAILS —2x4 "T" ON TOP OF PANEL ­1 i— � BLOCKING, FASTEN WITH - --__ --- 10dx3" @ 4" O/C SIMPSON HGAIOKT w/ (4) 1/4"x1 112" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. - SIMPSON SP2 w/ (12) 10d DBL. TOP PLATE NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) - SECTION 4 SCALE: N.T.S. S5 8d @ 6"O/C 2 x 4 BLOCKING w/ (2) 10d WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) BRACING w/ (3) 1Od x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAMIOKTA w/ (4) MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" 7 BOND BEAM TITEN TO CMU Ei MASONRY WALL -ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.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 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) /-GABLE TRUSS —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) 1Od NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 BLOCKING u ----2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ — 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" 0.C�0-11 TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. --- O v b 0 w CD 'q m o v o � o d w — — — — _ o o Q : 0 o 4 � ----w o o ----� _ _ Q n- NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED BOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN('L AS PER BCSI SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE.- NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION OCT 2 8 20n VRA Virtual Review Assist, Inc. Plans Review completed and approved 'or compliance with the 2020 F8C 7th Editi by Debra Anne Maht PX23GO +.._ N o N 00 '• > d �i° o :} co 4t J a W O 0 w Ix 0 z a 0 (D Lf) E � o _W 1L 'i Q M ti N M t c+ V � O B r1 Q W E r 0 2 0 U 0 O Uo Q U6'° —i u 'U) V w IZv C) V iD � N �F-a a < U w a s 9 z fY Q Q j- ZD a0X JW0-3WW-0Q� J0 D<0X-QjzW OZ20OF- OWo!WOZOWOOmmZZ) O d W W x Q I<<0WQOZWZO20oa LL Ow �Wo OQ o oQza�a 0 Q F� s� O O Z CV OW 4 j(jj)0 F5()MO� Q J In Ln I— of cf) Q>-Qao z U WZ� W � J O J d' i I I I I I I I I O 0 N 0 N C- N O N O N O N CO O o � o I I ! I I I I Z O Nnw ' V/ LO > N M i i i i �' /'/'� ZZ \JJ aZ W O Z 4­i '6"� O w U W 00 U U O OrQ <C o Z aWa W�iw =cl� 0 F- r-I z o 0 W CL < Z) (3) 2 0 ZWO �0 Q (.)a - LL z a- a z LL � Q F- J 0U 0� af z a z z W W J 0 N O Q LAST PLOT DATE Z 0 STRUCTURAL -j DETAILS 2x8 P.T. BUCK -CONNECT TO BLOCP W/ 1/4" x 3 1/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 2 x 8 45A DIAGONAL BRACE(S) BUILT UP PLWD. BUCK SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW. SCREW ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS DOOR JAMB (REFER 1x4 1/2" DRYWALL 'I DOOR JAMB (REFER 1x4 1/2" DRYWALL TO PRODUCT P.T. h TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. i 1x4 1x4 P.T. 3/16"O X 3" LONG FURRING 3-1/4" LONG X 3/16"0 FURRING'I TAPCON. INTO ITAPCONS STAGGERED @ 16" 1x8 P.T. BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO PER MANUFACTURE MASONRY THROUGH 1-1/2n DETAIL 1x4 P.T. & 1x8 P.T. 3/16" x 3 -112" TAPCON @ 16" 1x4 P.T. O.C. & 4" FROM DOOR JAMB (REFER DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH END w/ L 2x8 P.T. 2x P.T. AS REQ'D MIN. 2" EDGE DIST. 2x DETAIL 2 1/4" DETAIL BUILDOUT L'a-y' OVER SIZE DOOR -WINDOW ROUGH OPENINGS SCALE: N.T.S. 1/4" MAX 2'4" e SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 8d NAILS AT 8" O.C. AT BUCK (4) 10d NAILS INTO 2 x 8 BRACE/ BLKG. 7/16" OSB ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA (4) 10d NAILS INTO 2 x 8 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 ri SCALE: N.T.S. SS 1 SECTION A -A 8" 1/4" x 3 1/4" TAPCONS DOOR JAMB (REFER 1x4 1/2" DRYWAL TO PRODUCT APPROVAL FOR CONN. 1X4 (2) ROWS 3/16" x 3-1/2" FURRIN, TAPCON @ 16" O.C. & 4" 2X8 FROM EACH END w/ MIN. 1X8 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 112" DRYWALL 2x8 P.T. w/ (2) ROWS 3/16" x 3-1/2" TAPCON @ 16" 1x4 O.C. & 4" FROM EACH FURRIP END w/ MIN. 2" EDGE DIST. ATTACH SECOND PLY w/ (2) ROWS 10dx3" 2x8 STAGGERED @ 12" O.C. q-1 IN, nPTAII —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED �— 2 x 8 45 DIAAGONAL BRACE AT EA. FACE OF ARCH W/ (3) 10d NAILS - AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B 1/4" MAX EMBEDMENT INTO K.) 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 _ AT EA. END PROVIDE 2 x 8 DIAG. BRACE BTWN,,NAILS VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL K SCALE: N.T.S. �SS PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4' MAX. RAD. PROPER INSTALLATION MAX. 8" FILL SOLID BOTH CELLS #5 REB, (TYP,) STD. 90' HOOK (7 LV L 0/a 11 7/ P/z, +5A NOTCH WEB AT FIRST 2 COURSI UPLIFT CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150F. #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4%." WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W! * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING 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 BY 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%" 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" = V-0" SS FILLED CELL PER FOUNDATION PLAN A YP.) rHE S I IKIAt`f`=37ADI C IAIC`TAI 1 -rInKI FILLED CELL INSTALLATION SCALE: N.T.S. =E ARCH FILA,N AND PILE 1R114- SF� rl h- I • ^ =: BI \.� iy°ALL TYPE yW PER PLAN 1 - 1 14" 1 , F I-:HAPvNEL —# FASTENED PEZ' I �� � C111� C k 2 FF I CONT VENTED OR BLOCKING NAdLED T'_> T' 11 lr KIN, i ,v --ii lij NAILS I" HC",IRD EVItHle 01Ht- ,IT _ r1 TEPIAL `,PAN t:APACI t L"L I F N { 4,1PONENT'S AND CA -I : T�C J THE -iE _ (' .'.f 1TEI:I%iC,N SWEETSN /Fr,-k ><iF t A I Ir>.t.:HMEN6 AT WALL (:4}Ek ALPHA Al C1:1,1 IN'C FI r / Pq.ODUCT APPRO)VAL) F CI IANNEL FA,3TENED T�j CrAU e� T NAIL .09T n➢A rn 21 1 i : ' 1 rJ f k t" FC)1 1TP`.T uJC'i-;LJ'v "1p Inr,A PATTERN / S3_Jh F', ,.;I:+'"+ti' I' ;r: ,-1 1 .. . ..,h. ;(J H IF00% STRUCTURAL SOFFIT SF01 L SCALE: 3)41'.0" 1—) Ft R ALI rAIN'X-1 � t :P7FIT: '•"'I h aI 1 , ."I.i,''1 > 1'.4" INS I All h I01D IPPAN h I / I HH SOFFIE I. F1 NA ICE S T.AI l i. REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DET / 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" / * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. k OV (2) 10d NAILS @ 8" O.C. ERygN TO TRUSS TOP CHORD / 4FNGTy + + PLYWOOD SHEATHING 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 U-0" F. F. D p D 1=III-=-I I IT=TI I I�=I I I�-TI I I gD. D D III=III-III I -I I I -I I I- ° GRADE ° cv) I? z N � •D D (2) #5 REBAR. MIN. 3" 16" MIN. COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + SOFFIT + + + 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL SCHED. ENTER SO IT PRECAST LINTEL SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED (MAX. 4'-0") @24" O.C. FASTENED TO CMU W/ 3" LONG T-NAILS @ 24" O.G. SECTION @ ROOF EXTENSION M SCALE: 3/4" = 1'-0" SS SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MI% MSTAM STRAP SCAI F- 3/4 .SFF .gHFFT n? ANin H SS 2N BOT. PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d �cil 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 1 Od @ TRUSS VERT. WEB METAL SEAT PLATE C NOTE: LAP SHEATHING TO — BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM1OKTA @ 12" O.C. w/ (4) 1/4xl 112" SIDS SCREWS INTO BAND JOIST & (4) 1AN2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN g RETROFIT WALL OVERHANG DETAIL ANTS FOR OVERHANGS BETWEEN 3/4" TO 1 112" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-0" 5'-0" INISH FLO D ➢ 4> — ° #5 BAR x Dp ° p ° CENTERED W/ D IN TOP o —III_ D IR KNOCKOUT/ N III _111 � I = ° CHAIR BLOCK MONO FOOTING ^I I D •D ° D ° SIZE AND REINF. PER PLAN AND SECTION DETAILS —I I ° CLEAN FILL J D ° ° DIRT 71t> z °. STANDARD o o #5 BAR IN 1 90 HOOK C14 J FILLED CELL • - ° h�_ _ \ ° n • ° ° • • ° 0 \ ° SIN STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC )NTACT 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 Q EXISTING FOOTING (2) #5x6' IN CONC. U) M FILLED CELL DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY ». O H4- SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. OCT 2 8 022 VRA Virtual Review Assist. Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N o 00 �..' w o 00 LO Q w p w 0 z a LO 0 o h E O N U(� n i L O 0 � g N Q V/ .Ns wd'O �u u �N L O M Iu - LL.I C7 W WW W , W O WO2Ja2a�aLLU0wo 0 Q Q U 7) ZLL0Z20 F- � OWfLW-�OWF,�oZ caznwzU� vww Z oa°U) koQWooW¢oO LL aLLa O O Z N OW U Z) ti M O z Q U) CO U) LL z < W < lq F— W cy) zv< Lu W J 00 Cfl (10 I ' i i I i I O O N O N N O N O N O N O M c- r- N O O ' z O N W ct O O O I LO j N C600 I I I Ni- zZ VJ .� z w O z W v� o z z w O O O u) 1 n I... 0 o z j_ OF-p �►1 / z aWa r Q O = w=a Lr) 0 w mF-O rl 11' zO= W <�0 W'O 0 (� 15 w Ix IL z az �z U O O zz z w W J O N 0 O LAST PLOT DATE z O STRUCTURAL —1 DETAILS — RETRO FIT 1 ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONR MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI MINIMUM NET AREA COMPRESSIVE STRENGTH = 190 • 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 27 L 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUA1P. • 7/32 INCH WIRE PER ASTM A510 • MORTAR PER ASTM C270 TYPE M OR S GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCP LONG NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED U360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED U180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY. 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLEn LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS GAS FIXTURES - BTU SCHEDULE S COOKTOP: BURNER BTU RATINGS (000'S/BTU) - LP GAS (1) 18.0; (1) 12.0; (1) 9.5; (1) 5.0 B) BURNER BTU RATINGS (000'S/BTU) - NATURAL GAS (1) 18.0; (1) 12.0; (1) 9.5; (1) 5.0 IW RELAXATION GAS DRYER: A) GAS (BTU/HR) 22000 FACTORY -EQUIPPED FOR NATURAL GAS. GAS TANKLESS WH: )) 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN C=AR5 � II MINI MUM) LIEU OF CONCRETE MASONRY UNITS. 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN 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 HORIZONTAL LOAD < 1.0 SAFE HORIZONTAL LOAD APPLIED VERTICAL LOAD SAFE VERTICAL LOAD 8. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM NEXT LONGEST LENGTH. 10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN. 12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: 7'-6" LINTEL TYPE 8F32-16 SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8.OB 8F12-0B 8F16-0B 8F20-0B 8F24-0B 8F28-0B 8F32-0B 8F8-1B 8F12-18 81`16.16 8F20-1B 8F24-1B BF28-1B 8F32-1B 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 7 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547 36 7342 19 8733 19 10127 19 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 45 6036 +9 7181 19 8328 20 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 1 2177 3480 1 5381 8360 110394 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 3586 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 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13' 4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N. R. NR NR NR NR NR NR NR 458 783 1370 1902 2245 2517 2712 16-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17'4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 300 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N R NR NR NR NR NR NR NR 235 420 750 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 NRt250 R NR NR NR NR NR 1655 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NRR NR NR NR NR NR 129 450 654 884 11 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 4AST-4014" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6-0B 8RF10-0B 8RF14-0B 8RF18-0B 8RF22-0B 8RF26-0B 8RF30-0B 8RF6-113 8RF10-1B 8RF14-1B 8RF18-1B 8RF22-1B 8RF26.1B 8RF30-1B 4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 3699 5206 6639 8060 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 34 791719 931119 5'-10" (70") PRECAST 810 859 1653 1600 2124 2649 3174 3700 1113 2342 4242 6639 10 8060 39 7402 19 8706 19 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1 1825 3120 5048 7915 9479 10893 32 7'-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 8998 19 10893 48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 999 1568 2253 3129 4150 5891 47 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE LATERAL LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS C„rn4494" SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REINF. CMU* 2'-10" (34") PRECAST 1293 1642 2135 3'-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 734 5'-10" (70") PRECAST 340 339 607 6-6" (78") PRECAST 507 721 483 T-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 2E3 98 14'-8" (176") PRESTRESSED N.R. 284 89 15'-4" (18411) 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 " (288") PRESTRESSED F N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS C,�4444" SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 REINF. CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 5'-10" (70") PRECAST 382 381 687 6-8" (80") PRECAST 595 788 510 7'-6" (90") PRECAST 509 674 1 393 9'-8" (116") PRECAST 370 490 227 * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS CASTrCRfT� SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8-1T 8F12-1T 8F16.1T 8F20-1T 31`24-1T BF28-1T BF32-1T 8F8-2T 8F12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 T-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1 1569 1 2524 3547 1 4569 5591 1 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 5-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 T-6" (90") PRECAST 727 23 1021 1634 12 210 11 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113 15 147115 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 91415 118 15 1458 15 1732 15 2007 15 530 686 1183 1526 1 1865 2204 2544 11'-4" (136") PRECAST 474 485 79815 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 66 15 13 1582 15 470 543 928 1349 1649 1948 2247 13'�" (160") PRECAST 41815 373 606 14 783 14 962 14 114114 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1218 14 410 420 709 1050 1434 8 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968 1 1324 8 162 11 187 11 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 105213 230 364 609 897 1224 8 1562 14 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 B 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 34711 44611 546 12 646 12 74612 166 261 424 616 1 831 8 105714 122514 21'�" (256") PRESTRESSED 142 198 30611 39311 48011 56711 65411 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 37811 461 10 54511 62911 137 221 354 508 681 7 86113 99713 24'-0" (288") PRESTRESSED 124 175 267 10 341 10 416 10 491 10 566 10 124 200 316 450 1 600 7 75612 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 41INST-404" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF6-1T 8RF10-1T 8RF14-1T 8RF18-1T BRF22-1T 8RF26-1T 8RF30.1T 8RF6.2T 8RF10.2T 8RF14-2T 8RF18-2T 8RF22-2T 8RF26-2T BRF30.2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1 1675 2525 1 3374 4224 1 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 1 1651 2204 2758 33t152322 7' 6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 29 506 967 1462 1952 2442 29 9'-8" (116") PRECAST 395 491 93112 1301 15 1640 15 19395 589 1135 1514 1893 22 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 POWER STEEL LINTEL IS AV ADEQUATE SUBSTITUTION AT ALL LO ATIONS E AT OPENING LOCATION LINTEL SCHEDULE NOTE. REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS % O_ 0 0 > G > D D •o o 'a o 4 ec ,o 0 O O O O O C 8F161 B/0T 8F16�n 1 B/1 T 8RF14-1 B/0T 8F8�-1 B n ° 4 >D 0 ° e 4 .40e > D 0 ° 8" PRECAST LINTEL W/ (1) #5 HOR CONT D BAR & (2) COURSES OF 8" K.O. BLOCKS C 0 W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED * LINTEL DOES INCLUDE 8" CONTINUOUS TIE BEAM rALTNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° d 1-112" CLEAR C.M.U. Uj a #5REBARAT LU a ° BOTTOM MIN. (1) REQ'D U_C�JJJ z W Q W 16 GAUGE ° POWERS STEEL Z BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. J Q 0 Q J z= O Z = m O O #5 REBAR AT TOP -MIN. (1) REQ'D 1-112" CLEAR C.M.U. GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL ACTUAL (VARIES) 8" NOMINAL WIDTH F = FILLED WITH GROUT U = UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 81-16-1 B/1 T NOMINAL WIDTH) I QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP CF qW CJ w LINTEL PLAN PER ELEVATION A 1 /411 = 1'-011 :D : DF OCT 2 8 22 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Editior; by Debra Anne Ktahr PX2300 ^� N N o N y i` ap 00 00 (Y } o 00 _ \ ❑ W Z Q nN N E '0M O W L c") v di N � N N Uco -0 -0 2 E L t a o 2g P� o=g 9< t ��� . N V w O-' QD " o E? m C1 a L L I w LU ow u6 WQF- W F- Q xr. _j t r� Y z� z X o_ O� O O 0 Q U J' O� LL O ou)°izo�OW00wola¢ d z Z J 0 (A 0 Z J0a-�zy01zLL00 Q<Q0W_¢�_W_z��0C)a_ 0 a. LL O W �F-F- �YZ O 0 0 Q Q Q < LL< O F W O O Z N Ow z 0 F cM O Q W (M r- W lq;r 2W-r- z < W < Lq Z U W LU �C:) O 1 4 1 I I I O CD O N N N CN O N O _ o N C Z o r-o I I I ' O N,^ L w > o � 0 N o I I I ' 00 C } F- v, Q Z O Zw -J 0 W❑ZZ U _ woo U U � L ❑Zj ❑ w 0 -a �- < C:) ZO f_ aO w Q ~~O F- T-'� ZOm W IL <H:D CF) Q O �„) gwo z aZLL Z J OU O� Z tY Q Z w W J 0 N 40 O LAST PLOT DATE August 8, 2022 Z J STRUCTURAL DETAIL ELEV. A II I III L 11 1 I I i L_ __ I I I I 11 I _ II I I I 1 I I I I I REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL CLEAR LINTEL TYPE LINTFI STFFI TOP LINTFI Slf ILL UNFILLED GRAVITY GRAVITY If 1L UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L (1)#5U (I)#5L (1)#5U (01#51L (11#5U (1)#51 (2)#5U DLIAIL'A' DETAIL'B' DFTAII 'C' O)#5L (I)#5U DLIAIL 'D' DETAIL'B' &'C' 2'-10" I'-6" PRFCASI 2 D4.5 WIRE 2 No.3 6740 9462 9462 10000 10000 3'4' 7-2" PRECASI (2) D4.5 WIRE 2 No.3 2912 1 5318 5318 5114 5114 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 2038 3/22 3727 3598 3598 4'-6" 3'4" PRFCASI (2) D4.5 WIRE 2 No. 3 1566 2859 2859 2772 2772 4'4" 314" PRECAST (2) D4.5 WIRE 2 No. 3 1453 2654 2654 2574 2574 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 1127 2013 2013 2000 2000 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 964 1636 1636 1712 1712 6-6" 5-2" PRECAST (2) 134.5 WIRE 2 No. 4 796 1454 1454 1435 1435 7-6" 6-2" PRFCASI (2) D4.5 WIRE 2 No. 4 639 1167 1 I6/ 1152 1152 614" PRECAST (?) D4.5 WIRE 2 No. 4 619 1130 1130 1115 11 IS 8110" 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 1 1001 979 988 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 46/ 853 853 759 843 1014" 9'-2" PRECAST (2) D4.5 WIRE 7 No. 4 398 727 727 582 718 1 1'4' 10,-0" PRECAST (2) No. 3 2 No. S 355 649 l,49 489 649 12'-0" 10'-8" PRECAST (2) No. 3 2 No. 5 329 602 602 430 602 12'4" 1 I'-2" PRECASI (2) No. 3 2 No. 5 312 570 5/0 391 570 1344" 12'-0" PRECAST (2) No. 3 2 No. 5 287 525 525 33/ 525 14'-0" 12'-8" PRECAST (2) No. 3 2 No..5 270 449 449 286 451 14'-8" 13'-4" PRESTRFSSLD (2) No. 3 (2) // 16 strand + N.R. 522 57'J 360 499 2 No. 15'4' 14'-0" PRESTRESSED (2) No. 3 (2) I/ 16 strand + N.R. 473 473 378 455 2 No.4 17'-4" 16-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 357 357 254 352 2 No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 271 277 202 281 2 No. 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 256 256 188 767 2 No.5 N.R. 21'-r 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 219 219 165 229 2 No. S N.R. ?7-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 203 203 155 215 2 No. N.R. (2) 7116 strand + 24'-0" 22'-8" PRESTRESSED 121 No.3 (2) No. 5 t N.R. 164 164 124 I/9 N.R.- NOT RECOMMENDED DETAIL "A" DETAIL "B" DETAIL "C" DETAIL I'D" TYPE DESIGNATION P-PLAINLINIFI/ LOWLRBYar pS MAR Ai S-S()LIU LINII-I -1 I LOWER LINILL ,:n VIIY [8xl 6-P-1 L/ l IJ] 11111IINAI WIDTH L,.IUANI RY 0r A5 BAR AI NOMINAL HLII0 IIPPFR 1INTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR NNII L TYPE IN1 LL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)11 (0)#SL(I)#5U (I)#SL(1)#5U (1)#.51 (2)#SU (I)#5L (1)#5U DETAIL'H' DETAIL'J' DETAIL'H'&'J' DLIAIL'K' 2'-10" 1 1'-6" PRECAST 2 D4.5 WIRL 2 No. 3 10000 10000 10000 10000 3'4" 2'-9" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 414" 2'4" PRECASI (2) D4.5 WIRE 2 No. 3 9550 10000 10000 10000 4'4' 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 7207 101 9863 10000 414" 3'4" ['RECAST (2) D4.5 WIRE 2 No. 3 6614 101 9053 10000 5' 4" 4' 0" PRECAST (2) D4.5 WIRE 2 No. 3 4843 6687 6635 7320 5'-10" 4' 6" PRECAST (2) D4.5 WIRL 2 No. 3 3940 5211 5409 5641 6-6" 5-2" PRECAST (2) D4.5 WIRL 2 No. 4 4350 4350 4225 4314 7-6" 6' 2" PRECAST 12 1 D4.5 WIRL 2 No. 4 3206 3206 3063 3183 7'-8" 6'-4" PRECAST (2) D4.5 WIRE 7 No.4 30/1 3071 2916 3049 8'-0" 6-8" PRECAST (2) D4.5 WIRE 7 No. 4 2831 2831 2651 2811 8'4" 7'-0" PRFCASI (2) D4.5 WIRE 2 No. 4 2625 2625 2421 260/ 9' 4" &-0" PRECAST (2) D4.5 WIRE 2 No. 4 2153 2153 1881 2139 1044" V 2" PRECAST (2) D4.5 WIRL 2 No. 4 177/ 177/ 1448 1766 1 V-4" HY-0" PRECAST (2) No. 3 ? No. 5 1568 1568 1222 1568 17-0" 10'-8" PRECAST (2) No. 3 2 No. 5 1439 1439 1075 1439 121611 11'-2" PRECAST (2) No. 3 2 No. 5 1354 1354 981 1354 13'4" 12'-0" PRECAST (2) No. 3 J No. 5 1232 1232 849 1232 14'-0" 17-8" PRFCASI (9) No. 3 J No. 5 1149 1149 /60 1149 (2) // 16 strand + 14'-8" 13' 4" PRESTRESSED (?) No. 3 1419 1419 850 1347 2 No.4 15'-4" 14'-0" PRESTRESSED I2 I No. 3 (2) 7116 strand + 1291 1291 775 1270 2 No.4 (2) 7116 strand + 17'-4" 16-0" PRESTRESSED (2) No. 3 993 993 600 1084 2 No.4 19'-4" 18'-0" PRESTRFSSLD (2) No. 3 (2) 7116 strand + 1035 1035 478 936 2 No. (2) 7116 strand + 20' 0" 18'-8" PRESIRL SSLD (2) No. 3 961 961 446 872 7 No. S 2V-4" 90'-0" PRESTRESSED (2)No. 3 (2)7/16strand + 834 $34 390 763 2 No.S (2) 7116 strand + 22'-0" 20' 8" PRESTRESSED (2) No. 3 720 720 366 716 2 No.S (2) 7116 strand + 24' 0" 22' 8" PRLSIRESSED (2) No. 3 647 647 306 599 ■xh ■.r,� '1rYi DETAIL "H" DETAIL "J" DETAIL "K" TYPE DESIGNATION P-PIAIN LINTEL/ rUUANTRY 01 IISBAR A7 S-SOIIDLINTLL -1 1 10W LR MILL,_AVIIY [8x1I6-P-1L/1I1J] NOMINALWII)IIIJ J `oIIANIITY-F45MIAI NOMINAL IIH(:HT III'I'W IINTFI CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl2" RECESS DOOR HEADER TOTAL LENGTH CLFAR SPAN DOOR SIZE I INTEL IYPE LINTEL STEEL TOP WIRE / BAR LINTFI STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID # 5 (1) U (0) L SOLID 115#( I)) U( (11 L SOLID # 5 ) 2) U (I) I DETAII 'DE' DETAIL'DF' DFTAIL'DE' &'DT' DETAIL'DG' 3-8" 74" 2'-a' 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'-7 2'-10" 2-6" PRECAST (2) D4.5 WIRE (2) No.3 2654 4449 3965 3965 4'-4" 3'-0" 7-8" PRFCASI (2) D4.5 WIRE 12) No.3 2400 4030 3607 3607 4'-8' 3'-4" &-9' PRECAST (2) D4.5 WIRE (2) No. 3 1966 3390 3053 3053 5-8" 4'4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1193 7790 2085 2085 6'-8" 5-4" 5'-U' PRECAST (2) D4.5 WIRF (2) No. 4 1764 1763 S78 1578 7-8" 6-4" 6'-CT' PRECAST (2) D4.5 WIRE (2) No. 4 1409 1409 1188 1267 9'-8" 8'-4" 8'-0" PRFCAST (2) D4.5 WIRE (2) No. 4 1000 1000 6,96 903 r r •: DETAIL "DE" DETAIL "DF" DETAIL "DG" TYPE DESIGNATION P PIAIIJIINTH/ 011ANIIIY UI AS BJI-AV11)' S-SUIII)I INTFI -1 rIUWFk IINTFICAV [8x 16-P-1 L/ 1 U] N UMINA I. WIDILJ LUIIArI BY O N„MINAI HEICd II IIPPFR LINT I REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STFFI TOP LINILL STEEL GRAVIIY GRAVITY UPLIFT OPLIII ILNGTII SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(I)#SU (0)#5L(1)#SET (I)#5LO)#5U (1)05L(2)#5U (1)#5L (1)05U ULIAIL'E' DFTAII 'P UETAIL'E' &'F' DLIAIL'G' 2 10" 1' 6' PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3-6" 2' 7" PRECAST (2) D4.5 WIRE 2 No. 3 9383 10000 10000 10000 4'-o" 208" PRECAST (2) D4.5 WIRL 2 No. 3 6/66 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 .5/17 WI/ 5'4' 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 3498 3727 4091 4091 5'-10 4'-6" PRECAST (2) D4.5 WIRE 7 No. 3 2787 3088 3369 3369 6'-6" 5'-7" PRECAST (2) D4.5 WIRE L No. 4 2560 2560 2723 2/73 7-6" 6-7 PRECAST (2) D4.5 WIRL 2 No. 4 1992 1992 2112 2112 7'-8" 64' PRECAST (2) D4.S WIRL 2 No. 4 1921 1921 2035 2035 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 1/92 1792 1862 189/ 8'4' 7-0" PRECAST (2) D4.5 WIRL 2 No. 4 1619 1679 1699 1776 V-4" 8'-0" PRECAST (2) D4.5 WIRL 2 No. 4 1411 1411 1319 1489 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1186 1186 1014 12,51 1 144" 10'-0" PRECAST (2) No. 3 2 No. 5 10/4 1074 854 1121 12'-0" 1014" PRECAST (2) No. 3 2 No. 5 992 992 751 1035 1214" 1144 PRECAST (2) No. 3 2 No. 5 937 93/ 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'-8" 13'-4" PRLSTRESSED (2) No.3 (2) 711strand+ 170/ 1207 GOS 938 2 (2) No. 15'-4" 14'-(T PRFSIRESSED I2 1 No. 3 (2) // 16 strand + 1095 1095 551 88/ 2 No.4 1 /'-4" 16-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 836 836 426 763 7 No. 19'-4" 18' 0" PRESTRESSED I? I No. 3 I2) // 16 strand + 655 655 340 645 7 No. S 20'-0" 181-8" PRESTRFSSLD (2) No. 3 (2) 7/ 16 strand + 607 607 31I 601 (2 No. S 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/ 16 strand + 524 524 7// 526 2 No. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) // 16 strand + 488 488 260 493 2 No. (2) 7/IGstrand + 24'-0" 27-8" PRESTRESSED (2) No.3 (2) No. 5 399 399 217 412 's.. DETAIL "E" DETAIL'IF" DETAIL "G" TYPE DESIGNATION I' I'I AIN IINT(L/ rljIIANIIII OFMSBARAT i 0111)IlAffl I Ll.',WLP LINICAVITY [8x16-P-1L/11J] NOMINAL WIDTHJ� Lail/.NIII'i OF #58ARAT IJUMINAL HEIC:HI III71"FIT IRIIFI CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES S88A��F//E WORKING LOADS (PLF) CLOEMP[OSITE LNNTELS LINTEL CIIAR LINTEL TYPE LINILL STEE TOO" AVITY GRAVITY UPLIFT Up[ lll LENGTH SPAN WIRL / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)1f5L(1)05U (1)#5L(1)#510 (0)#5L0)#51­1 (1)#51 (2)#5U DFTAII 'I' DETAIL'M' (1)#5L (1)051J DLIAIL'N' DETAIL'L' &'M' 2'-10" I'-6" PRLCAST 121 D4.5 WIRE J No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE J No. 3 10000 10000 10000 10000 41-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-6" 3' 2" PRECAST (2) D4.5 WIRL 2 No. 3 9313 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 8548 10000 10000 10000 5' 4" 4'-0" PRECAST (2) D4.5 WIRL 2 No. 3 6261 10000 8605 10000 5'-10" 4'-6" PRFCASI (2) D4.5 WIRE 2 No. 3 .5095 8995 7007 9811 6'-6" 5'-2" PRFCASI (2) D4.5 WIRE ? No. 4 6871 6871 5482 6814 7-6" 6-2" PRECAST (2) D4.5 WIRE ? No. 4 4693 4693 39/6 4661 /'-8" 6' 4" PRECAST (2) D4.5 WIRE 2 No, 4 4456 4456 3/85 44?/ 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 9141, 8'-0" PRECASI (2) D4.5 WIRE 2 No. 4 2954 2954 2445 2931 10' 6" 9'-2" PRFCASI (2) D4.5 WIRE 2 No. 4 2384 2384 1884 2371 1 V-4" 10'-0" PRECASI (2) No. 3 2 No. 5 2082 2082 1590 2082 12'-0" 10'-8" PRECAST (2) No. 3 2 No. 5 1895 1895 MOT 1895 12'-6" 11'-2" PRECAST (2) No. 3 2 No. 5 1775 1775 1279 1775 13'4' 12'-0" PRECAST (2) No. 3 2 No. S 1605 1605 1107 1605 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 1490 1490 992 1490 14'-8" 13'-4" PRI STRESSED 2 o. 3 O N (2) // 16 strand + 1948 1948 1093 15`JI 7 No. 1.5' -4" 14'-0" PRLSTRESSED J (') No 3 (2) 7116 strand + I/74 1//4 996 1494 7 No.4 (2) 7116 strand + 17'-4" 16-0" PRESTRESSED (2) No 3 1368 1368 771 1264 'L No.4 19'-4" 18'-0" PRESTRESSED 2 O No.3 (2) 7116 strand + 084 1084 GIS 1095 2 No.S 20' 0" 18'-8" PRESTRESSED (2) No. 3 (2) // 16 strand + 1008 1008 573 1048 2 No..S 21'-4" ?0'-0" PRESTRFSSLD J (') No.3 (2) 7116 strand +? IT// 871 .501 966 No S 22'-0" 20'-8" PRESTRESSED 2 I l No. 3 (2) 7116 strand +? 850 850 471 923 No 5 (2) 7116 strand +(7) 24'-0" 22' 8" PRESTRESSED 2 O No. 3 No. 5 740 740 393 772 ' . DETAIL "L" DETAIL "M" DETAIL'IN" TYPE DESIGNATION P- F'LAIN LINILL/ '''r rUUANTIIY()1 05 MAR AT s- WAr)LINTEL I I I OWFR I INTR C-AVIIY [8x16-P-1 L/1IU] NOMNnl wlulHyI`allnNluY OF k,BARAI NOMINAL Ill:1(;11T L1PPLR LINIFI AVR GENERAL NOTES: 1.) CODES 1.1 FLORIDA BUILDING CODE 7TH EDITION (2020), RESIDENTIAL SECTIONS 3000 PSI GROUT (PLACED INM22"'� TOP LEG BARS' (SEE S(:I ILDULE) R402.2 8r R606. 1.2 FLORIDA BUILDING DE 7TH EDITION 202 SECTIONS 1 1 CO O ( O) S C ONS 90 .2 & (1) #s' uNnrluOuti K11JD. 2107. PERSTRU( 1U6'A1 PLAN 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE °�Cl)7/32" (ACT 318-08). r)(TIED STIRRUP'S A 1 4'-I)" < OR'JJI UI I>) 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE QBOTTOM BARS SEE SCHI I)I )11 7-10). �,N 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. NOTES: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI 1. MINIMUM COVERAGE Of S11 IT 1.5" 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2. MIN. BE REQUIRED AI LA. I'ND- 4'' 2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" 3. STANDARD FOR RFINI . STEEL- ASTM Al, 15 AGGREGATE,"T011"SLUMP 2.2 REINFORCINGINGBARS: TYPICAL RECESS LINTEL SECTION BA 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF PRECAST CONCRETE FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A496. 3.) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE 7TH EDITION (2020), RESIDENTIAL SECTION R606.14 OR FLORIDA BUILDING CODE 7TH EDITION (2020), BUILDING) SECTION 2104.1.5 4.2 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT 4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT. 3000 PSI GROUT - (PLACL D IN I It l D) 2" pp `0 M Lo 7 5/8" TOP I I I' IiAll",- (SEES' IIFI)UII I 2" (1) #5 C-)NTINtT0U) RI I )'1). PER STRUC_TIIRAI I'I AN //32" STIRPIII'S AT 40 r r (TIED OR W LLDI-I )) BOI IOM BARS SEE SCI IEDM I NOHS: I. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT FA. END - 4" 3. STANDARD FOR RUNE. STEEL - ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC. REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL Cl FAR LINTEL TYPE LIN ILL STEEL TOP IINTELSTEEL GRAVITY GRAVITY UPI IF] UPLIFT IINGIH SPAN WIRL / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#SL(1)#5U (1)1151 (I)#5L1 (0)#51 (I)#SU (I)#5L(2)#5U 'P' (11#4L (1)#5U DLTAIL'O' DE IAII DETAIL'O' &'P' DGTAIL'Q' 2'-10" 1'-6' PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2' 2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2' 8" ['RECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-6" 3'-7" PRECAST (2) D4.5 WIRL 2 No. 3 10000 10000 10000 10000 4'-8" 3' 4" PRLCAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 5' 4" 4' 0" PRECAST (2) D4.5 WIRE 2 No. 3 7681 10000 10000 10000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 6251 10000 8615 10000 (i-G" 5'-7" PRFC:AST (2) D4.5 WIRE 2 No. 4 8629 10000 6741 10000 /4' 6'-2" PRFCASI (2) 1)4.S WIRL 2 No. 4 6266 6603 4891 6909 7' 8" 6' 4" PRE (.AST (2) D4.5 WIRE ? No. 4 5967 6199 465/ 6477 8'-0" 6'-8" PRFCASI (2) D4.5 WIRE 2 No. 4 5430 5524 4236 5756 814" 7'-0" PRE CAST (2) D4.5 WIRE > No. 4 4961 4979 3869 5178 9'-4" 8101, PRECAST (2) D4.5 WIRE 2 No. 4 3865 3838 3010 39/3 10'-6" 9'-2" ['RECAST (2) D4.5 WIRL 2 No. 4 2984 3021 2320 3118 1 V-4" 10'40" PRECAST (2) No. 3 2 No. 5 2699 2699 1959 2699 10'-8" PRFCASI (2) No.3 2 No.5 2436 2436 1727 2436 11' 2" PRECAST (2) No. 3 ? No.5 2269 2269 15// 2269 12'-0" PRFCASI (2) No. 3 2 No. S 2034 2034 1'366 2034 F14) 17-8" PRFCASI (2) No. 3 2 No. 5 1878 18/8 1225 1878 13'-4" PRESTRESSED J No. 3 O (2) // 16 strand + 2413 7413 1338 1974 2 No.4 I5'-4" 14'-0" PRLSTRESSED I21 No.3 (2) // 16 strand + 2199 2199 1219 1846 ? No.4 I/'-4" 16'-0" PRESTRESSED (J ) No. 3 (2) 7/ 16 strand + I698 1698 944 1546 ? No.4 9'-4" 18'-0" PRESTRESSED 2 3 (I No. (2) //16 strand + 1348 1348 753 1330 2 No.S (2) 7116 strand + 20'-0" 18'-8" PRESTRESSED (2) No. 3 1254 1254 702 1271 2 No. 21'4' 20'-0" PRFSIRESSED (2) No.3 (2) 7116strand+ 1092 1092 614 116/ ? No. S (2) 7116 strand + 27-0" 20' 8" PRLSIRESSED (2) No. 3 1023 1023 576 1121 7 No. (2) 7116 strand + 24'-0" 7I'-8" PRESTRESSED (2) No. 3 (7) No. 5 898 898 481 947 `-�� r•�ty1 :-�h TYPE DESIGNATION .�7A P-PIAINI.INI11/ I UIIANTBYOINIL.PAI .�J $- SOLID LINII I. �)WFR IINTT L CAVIIY [8x16-P-1L/1U] f'L'I �f :�•' J LgIIArINI'i Or pS rJ(,MINAI WlGlll BA R AI II(1MINAI HH(..Ill 111'I'FR III II FI (:A'VIT', UtIFiIL..U.. LJCIAIL Y LJCINII.. U CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC. GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl 6" RECESS DOOR HEADER TOTAL ItNC,1H Cl FAR SPAN DOOR SILT LINTEL TYPE I INTFL STEEL TOP WIRE BAR LINTEL STEEL BOTTOM BAR GRAVI IY SAFE LOAD UPLIFT SAFE I CAD SOLID 05(1)U(0)L SOLID #5(1)U(1)L SOLID ##5 I 51ilUU1(')I L L SOIII7 #5(2)U(1)L DETAIL'DH' DETAII 'DJ' DFIAIL'DH' &'DJ UEIAIL'DK' 3'-8" 214" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3 5713 10000 10000 10000 4'-0" 2-8" 74, PRECAST (2) D4.5 WIRE (2) No.3 4511 10000 9686 1") 4'-7 21-10" 7-6" PRECAST (2) D4.b WIRE (2) No.3 4032 10000 8687 9503 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRt (2) No. 3 :3647 9133 7835 8173 4--8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 2990 702.5 6382 6382 5'-8" 4'-4" 4'-0" PRECASI (2) D4.5 WIRE (2) No.3 1819 4139 3&39 3839 6-8" 5'-4" Y-a PRECAST (21 D45 WIRE (2) No.4 2976 2976 2676 2/31 64' 6-0" PRECAST (2) D4.5 WIRE (7) No.4 2792 2292 1918 2121 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1563 1563 1113 1455 +r �t DETAIL "DH" DETAIL "DJ" DETAIL "DK" TYPE DESIGNATION P-PLAIIJ LINILL/ 00ANTPY0I4SBARAI S.S('>l NTFL -i rLOWEI1IINTH (AVHY [8x 1 I6-P-1 L/ 1IU] NOMINALWO)TI1J J `INlll,, NSR4R AT NOMINALIILK+I11 UPFFR LIMLL(A'VIIY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x2011 RECESS DOOR HEADER TOTAL LENGTH Cl FAR S PAN DOOR SILT LINTFI IYPE INTFI SIEH 1OP WIRE BAK LINTFI SIFFL M A' BOTTOM BAR GRAVITY SAFE 1 OAD UPI IFT SAFE LOAD SOLID 95 (1) U (0) 1 SOLID # 5 (1) U (1) L SOLID S - #'S (1) U TO) L #5 U 1 L SOLID #.5 12) 1) (1 1 L DLTAIL'DI' DETAIL'DM' DETAII 'DI' &'DM' DFTAII 'UN' 3-8" T-A" 2'-0" PRF(.A..I 2 D4.5 WIRE (I 2 No. I I 7 665 1 (X)00 I(X)00 100(x) 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 6054 1(X)(X) 8442 10000 4'-2" 7-10" 2'4' PRFCASI f2) D4.5 WIRE 12) No.3 5413 10000 /S52 10000 4'-4" 34Y 2'-8" PRFCASI f2) D4.5 WIRE (2) No. 3 4897 10000 6836 10000 4'-8" 3'-4" 3-0' PRECAST (2) D4.5 WIRE f2) No.3 4017 10000 5613 10000 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) N0.3 2448 7050 3434 6540 61-8" 5 4" 'i-0" PRFCASI 2 D4.` WIRE (1 � E f71 No- 4 569 4` 9 .,6 2302 4235 6'-4" 6'-0" PRECAST (2) D4.5 WIRE (2) No. 4 3338 3338 1640 3172 7-8" 8'-4" 8'-0" PRECAST (2) D45 WIRE 121 No. 4 2158 2158 936 2036 t DETAIL "DL" DETAIL "DM" DETAIL "DN" TYPE DESIGNATION I II I I ',III J�^'-I I I I [8xl P-IL/IIJ1 J] L ,I :HD D �2J UNIT '1450' - 1 ST FLOOR PLAN ELEV A 1 /811 = 1'-011 GRAVITY & UPLIFT SAFE LOADS (PLF) 81'x8" RECESS DOOR HEADER TOTAL LENGTH CI FAR `,PAN D(Y)R SILL IINIILL IYI'F LINII I STFFI IOI' WIRE/ BAR IINTFI MI I I BOIT(-)M BAR (_,RAVITYSAI1 1OAD UPI III SAII LOAD PLAIN SOLID t75(1)IJ(0)I SOLID #5(1)Li(1)L SOLID rlYl-SIIIIII(0)11 SOLID (2) (1) DETAIL'DA' DI IAII DU'' DETAII 'D(,-.' DFTAII 'DIV &'DC' DETAII 'DD' 3'-8" 2- 4" 'i' L)" FRI C ASI (7) D4.S WIRL (2) N,,. 3 1919 7143 2143 1 /53 1/',3 4'-0" Y'-H- 2'-4" I'RL( AST (7) D4.', WIRE (2) No 3 1597 1801 1801 1483 1483 4'-2" 2' M" 7 6' PRI (.AST (2) D4.,, WIRE (2) No. 3 14/3 11,6fi 1668 13/6 13/6 4' 4" i'-0" 2' i1` PRE(_:AST 1)) D4-S WIRE (7) No 3 1367 1553 1553 1284 1284 4'-8" 3' 4" 3'-0" PKL( AS1 (2) D4.5 WIRE (2) No. 3 1194 1363 1363 1131 I1:31 6-8" 4'A" 4' U" PRI CA,,1 (2) 1)4.S WIKI- (2) No. 3 864 99S 995 831 831 6' 8" `i' 4" S' (T' PRFCASI (21 D4.i WIRL (2) No. 4 G67 816 81(1 650 GS4 7'-8" 6'-4' G' o PRI ( -ASI (7) D4S WIKI (2) No 4 S42 669 669 467 S3/ 9'$" 3' 4" $' 11" I'IRECAST 1?) D4'S WIKI- (11 No 4 396 489 4FS9 261 393 -LT -U- U DETAIL "DA" DETAIL "DB" DETAIL "DC" GRAVITY & UPLIFT SAFE LOADS (PLF) 811x24'r RECESS DOOR HEADER TOTAL LENGTH Cl FAR SPAN DOOR SILT LINTFI TYPE LINTFI STEEL TOP WIRE /BAR LINTEL STEEL ROOM BI.-c I ',AFF Lt'AD 1111 1 ,}AFL I ()AF) ll tl' L_,I IF' I 1 11 1, 1 ;()LIU 95 (1 1 I 111) 1 LIL) II " i I I (1 (0) 1 -.1 )I II I tl ', 2) IJ (I) I I,I I A11 h'. 01E11,11L'DP' F,[TAII '1)0' R'DI" I,F1 III 'DO' 3'-8' 2-4" 7-0" PRECAST (2) D4.5 WIRE (2) No. 3 `>rS n 10000 12Cx X) I(X {hl 4'-0" 7-8" 2'-4" PRECAST (21 D4.5 WIRE (2) No.,-,, !',9v 1(4X)0 IDIXX) IW00 4-7 2'-10" 2'-6" PRECAST (2) Da5 WIRE (2) No. 3 r796 IrxNx) 4'-4" 3-0" 7-8" PRECAST (2) D4.5 WIRE (2) No.3 6149 10000 8604 1000) 4' 8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 s044 IC-YX) 10,,e, I(VD) 5'-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 3071 10000 4'Q' , IC7)00 6-8" 54' 5-9' PRECAST (2) D4.5 WIRE (2) No. 4 -:Ve", 7387 J901 GY,31 7'-8" 64" 6-0" PRFCASI (2) D4.5 WIRF (2) No. 4 ", 4979 :1067 4n: 9'-8" 8' 4" 60" PRECAST (2) D4.5 WIRE M No. 4 I>s< N116 I I ;[t44 TYPE DESIGNATION II [8x16-P-IL/ILJ] JJ L DETAIL "DD" TYPE DESIGNATION I�M'r.l r'i1LIiIIP �:II [8xI6-P-1L/1U] I Ir u'. r:.'.,I lir'FFF III ITT I �• /T I OrT 2 R '"a2 Virtual Review Assisi, Inc. 1 Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 SAFE WORKING LATERAL LOADS (PLF) 8" X 8" LINTELS Inlnl I CnglH YTx; PI AIN ti01 IF) 2'-10" Precasl 2082 9235 3-6' Precast 1325, 4624 4'-0" Precast 1041 3358 4' 6' Precast 858 26.35 4 8' Precast 810 2459 5' 4" Precast 663 1940 5' 10" Precasl S83 1624 b' 6" Plccosl 486 1"I'M T 6" Precasl 403 1 134 7' 8" Precasl 392 1 100 8' 0" Precasl 36:3 103/ 8' 4" Precasl -118 981 9' 4" Precast 727 772 10' 6" Precasl 156 600 II'-4" Precasl 132 651 12 -0 Ple,casl II1 593 12'-6" Precast 98 ,44 13' 4" Precast 87 47.5 14' 0" Precasl / 1 479 14-£3" Prnslre,%aed N.R. 41/ IS'-4" Pro•,lres.ed N.k. .369 11'4' PiP1Jre%,od N.R. 257 19' 4" I n Or :y-d N.R 184 201011 I lr stressed N R 16/ 21' 4" I'unlressed N.R 138 22,4, Prostresscd N.R 12/ )4*0" 1 r( stic:v, d N.R 100 N.R = Not Re( ( ,llnrna Hd :d a N N O OD OD 7 1 o 00 e Q L' \N1.I/ Z W \ O W Z Q Lr) E c ep 0 W L 0 CO 4) 4- '�'■r O O `� u rI co -0 0 C nU W E L O O 2 O �C) Q U13�? -t •/V�`i }< LU QQ V 00 E r_i OI V n OOD N -o n LLI LLJ W 0 W LIT O L- E-< X�J (if< zX z tY O� J Q O >Q Q V O 0 J O of Q 0 U �- J > W Q �°0Qz��°z�-i �wdLLiEOw°wwOf2Qp J - F Q< J OQ~Q°wQo�WZO�U0a LL OW �_I _LEE O Q Q Q 0 LL C) Z N O� `-5 /_ yr (0 O Q M � - w r- QW< LO i- () 00 ZU< W W JC) 0 I I i 1 I I I , , I 1 [1 , O o o C1 o N 0 N M 0 N O � N O Z C)r- o 0 NOf LO LO W > O O N O M [ I L I r I It ' 0 } Z Q Z C) ZW ..�I p W Z Z LoO (.) 0 W � < ) Z W- cr_ Q VI / WW~ 111-111 ~ F-• 2 T LIB Z Q = W g F- :D ■ 0 Q Zoo C:)Q U w gZILL \/ Z aZ OU�^ OLL z LL Z W W J 0 (0 N 0 C14 O LAST PLOT DATE z - STRUCTURAL DETAILS '-J ELEV. A §§&ZT2T§nWff Mounting Brackolts 410 Gail +112' x 41 f 2' x 2-12" 1T Back Cross Support hAay I,le rtrt inWi SeeatttcftDr Schedule \ \° Right etal(ket (16 Vaugkt) Dolts 1O'Dia. A32SGab. iTyip,) ai - 014 S(alf-f)rdhng Screws A/C Will, btult'ant Edyr ". HurnCarue''strep \\ *) iTp+l"ri At 3 in fmrttl lil/2l411P'rS �- " ""--_ FrontCrosf Support Self-Lockinc: N'utS t�vbd �IL` �,II L I',V Left bracket (16 Gauge) 11114 Self-C!I illrty SLrevi s Thn.; Btac.keta 8 8n.ft CroSe Supix:ri Ir to A/C Unit Bottortl Side (Typii:4: for hurric.trye usc) h rodit,aaeed.'*r Wra% o4i rYcur Il•lurrnu AImFLral.r.- xa.rli:� rawJbinln un & aAri4krdt oIifn1H r,ulu.,t �uual'rrc will mil ek S.91b mallyer.Aion Manuracarar A1rB 81W 2020 Smart Vent Products. Mt. Category. Structural Compar ads auecatagorl': Willmar mlneai l aS:r I:r•,,. r:11 Nee Technology CPmpUer.c. Mothild: Evaluenm Raped li- e Blonde Reghdii A`arxecl or . Licensed Florid. iLemal-ALCLOlhi prohlUmel Engine a ;18A 1 amervii Model 1115406510 SmenVIN Model lal544511 ' i:',manVaal Meow 10t 1.uU1.520 4 SmenVanl Alonor 41 MO, 521 5 SninV,rl Model N1540-524 6 SrnanVehl Model N1S"570 P &trttvalt Modal N1540.574 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall P.O. I n, 1 1211 uz%l Errtlly or 2,j � Data Daft Pandmin Dale QQD= lr.nl..eer 6 uramai VANdarad a. V11,19.0 2AW11ttrd PAC AudrOYat A,- status M!chael Greharn Hermes F. Noraro P E. Lollar, Boa,den P E 12v16r2pT'J I , t nr. r L:613u� Appoved 18771441.836A PE-73778 1.33q 300. 151.4 I�+e�osmanvrnr.toi Product Descrla m O,ialily l lmre: a Conti A mi Data Aunroyed for UP- Aooroved for Doe 2wuh& Hvtlz ImpAa Res ant p!a$10 Pressure h, cal • Inv` al Hoot snd V-01, Bien Venl 121'12023 Ycs N,A •I01100 D:,a1'-,u, c. u, F uo,l gad Virmilaual Vent 12/312023 ves ruA ♦100:lLr00 Msularte'Ll-Vr... 1211"2023 Ye. ,. NIA iIAliIon h,s,Ilaled Flood Veal e21312023 Yes ,es NA r100/-100 16iqudi Gauge Dad Flood Vent '.2i312023 ves Yes N!A NIA V,bi VON InluWad Flood Vent r2r1lorli Yaa Y'r, N/A ♦toop.100 14 isoud, Garage Door Flood vent 12412023 vac r, NIA NrA Florida Department of Business & Professional Regulation Page 2of4 Building Codes and Standards t sm2< Product Approval Application Detail FLM204a6-R3 Coda Entttv or als 2= Dare Pent imp Qgg jyp$ 4erslon magymmrgr CQFIW Enoineer & License validated By v `t d Sy 7i e FBC Approval ApP14ved $tai a r+r on 21y) 'rhel•ma-Tru Corporwtr Stave .las;"irsor: Lyndon F Schrxn P E Ryan J. King. P IE G471n,120:1 1... -I '_!I_U '!4rt:r021 06r08r2021 Approved Category Falnaa rims (MG) 843-162e PE-43400 1813) 767-6555 SubCategory; Svanging Eirtaralr Door Aemernbie& 4"parson$tthermatru c0 Compliance Method: Evakmacin Report from a m Florida Roclstered Architect or a Lcensed Plorda Professional Engineer FL#20459-RS Products Oualltl[ A,I,sur:mte Approved for lire Approved for UBB omoact hl n sea tt Product Model Number or Nara® Product Description Contract Expiration Date In 14VIlz Outside HVHZ ReSistan: Pressure a Th-,n T , Fll;or r-Uew, and'Slncath-Star Nominal 06:NoP.6 &quot,Impact8i.. Odic- 12/31/2022 rk -: ves NJA Conlpai lte Enor r'borgla'as Siogle Door { nsvangrOwtswsrg. X er' Alno! u`11 2 b.Therms-T(uFlber-Clmasksnc5napoth.Sla1 Nominal 68939,8&quoLlmPatilBrquotOpaque IMI12022 No Yes 1''i••> -r' Composite Edge Frbarplats Single Door with Sdel4els) grmrAnplCdulswln0; )(0, OX or OxO w Iyulahons) 3 c ThermaTru Fibar-gamic and Smooth -Burr Nominal 6&N39;8 8quol%knimetti quot Opaque I nI12022 NO Yes Ye, vrLA l.nnM,gaille Edge Fiberglass Double Door with or Y4d111411 Sx)eMe, tlnmaangfOudswing xX or OXxO conl,guri e) 4 It Therina-Tru Fiber-C risk and Smooth -Star Norninal 6So's0 0 &{uot;Inryartill t Opaque 12J37.r.+ 22 rLr , i �. , p al,A Composite Ecge r",berglaas Single Door (111.sMng9Jutevmrg, X ooRtlgurat,") 5 a ThermaTru lelber-Claeuc and Smooth-S01e Nominal 811639.0 8quckimpacMiluot, Opaque 12r911r2(Rt2 No Composite Cole Fr berglaee Single Door with A,"Idol'-j (Ilxuergor'eNwwlnO xn ! w - nxn. coriripun't.0 ; 6 f Thernli Fiber -Classic, and Smooth Star Nominal 6&rF o 0 "laot•In!pact&qudr Opaque 12r81/2pCt No Composite Edge Fiberglass Double D A2r avth or vathbut Side)IMe(InsmigrOut'iwnrrg, XX x1 OXXO cdndigunabona) g, Thermo^Tru Fiber -Classic and Smooth -Sear Nonarral $&A3g 8 8iquot)mpacAquota Glazed I2f3' Y2o22 NO Yea Yes Composite Edge Fiberglass Single Door (InSvAnglr?ulhwfig, X opnhgorobou) r, h. Therma-T ru Fiber -Classic and Smooth -Star Normal 6&#3g.6 8quct Impart&quer Glai 12131l1022 No Yt4 Yes I•VA Composite Edge Fiberglass Single Clow cairn Sldetkiii,i pnswng/Out"rig; XO, OX or OXU corrhgurabC-) 9 I. T herrrM-Tru Fiber-Clos'alc and Smooth -Star Norwell 64#i a'AuetimpactilquM Glazed *31(2022 rk Yes Yea I+1. Cnngx)Aitr Frii,, `jl_oIA'A F"'ho lira Mth aH wthout Sldelhea (li•q,M ng'U'lt9VHng, XX OJ OXXO, configurations) Therma.Tru Flber-ClessiC and Smooln SIQ: Nominal 8&#300 3quetlmpaGt&glipt; Glazed 125tr2022 NO Yes Yef IrVA Composite' Edge Fiberglass Single Door 0rsYAr!gJOutswing: X configuraNOn) 11 k Tharme-Tru Flber-Clmmo and Smooth -Star Nominal 84 4' 9 :') &.quct lmpmct&quota Glazed 12r31h= hie yes Yes Cmrpuaite Edge FHlerglaw S.,& Du w•!l.•1 Sldelde(s) (InsviinglOutsrii XO„ OX or OXO conflgulabonij 12 1 Thernra-tau Frbar-Clasnc and Smalth-Star Namal B&",3 &quotlmpact&Iquot; Glazed 12131 QM No Yea Yes riA, Compel Edge Fiberglass Double Door with or wthout Sldelftes (lnswinWOutrrMng; XX or OXXO ormfourancnsl 13 m, ThermaTru Fl ber-Classic and Smol7th-Star Non`wral 9&NTSg,B&quotlmpect&quot aimed Mollified 1213'1 t2c= No Yea Yes 'rr,a Open Composite Edge Fiberglass Single Dhot (rnswrigiOuRswirg, X configuration) 14 n. ThermaTru F'i ber-Clil and Smooth -Star rlomnal (1111 '& 86cluctlmpaot&quot; Glazed Wheel 12".91Y2K0 NO Yea ves 11!A 0r (­11x,site Edge Fiberglass Single Door voth Glazed Motitdd ripen Sldelli onsvuugrOutswimg" XO, ox or OXC maflgulatlors; 15 0. ThermaTru Flber•Clissic and Srmottl Star Nominal AquoUmpactLqupt, Glazed Molded 121 r20Q2 No Yea iVA, Open Composite Edam Flfarrglass Cori Door cad h or withart Glazed Melded Op" Sxteldes (Inswfngroutsvrng, XX or OXXO configurations) Ii Themla-Tru Fiber Classic and Smooth Star Normal 681 apuotimpactB,gUot; Opaque 121111 i= No +.. "rs tl)A. Composite Edge Fiberglass Single Char -li, U.1de11 Open Sderte(a) on-rclou-04 XO. OX d1 OXO configurations) 17 q,ThermiFilawClaiaicandSrrnofhStar Nominal 6&Ni&quotimpacrAquot;Opaque 12,r-,= No: Composite Edge Fiberglass Double Door 'Mth of wthcut Glazed Molded Open Sidelines iir'In,,mg,`Out5wng, xX or OXXO oanfiguraldns) tL46M -59 Qft mine IraNpp ta�11fe1'Lmt Rr,,I9 2020 MI windows Mel Doors Category: Extenor' Doors auuCal.ynry: Ski HPlmkx Dom Mauraaba Comallarlaa Mehod: E.Itur eel, ReportIrom a Form Repl.terad NCARAOOl a I'wnsed Florida F7+115332-R6 Products PrN.'a1N 11,40 er §Yt: Rodud ModN. Number or Nmn e t JERIES 420 AL UM INLI'M SGr1 SERIES 420 ALUMINUM S IC d UCnIM a20 nr UMir.1i 64n h-la"IG Rdv'p 4 SERIES 420 ALUMINUM SOD REINFORCED b SERIES 420 AL UMINUM 330 RENFORCED Florida Department of Business & Pinfossionai Rogulation Building Codes and Standards Product Approval Application Detail P.pa Ion: 10,20,11 Ei Kit, ui $lit >2ili.lt Dai Pali PAR DOdar{ Frminaur A, 1- VaNMt.d nA. ifatidriad R, IMnerrl Far Aar v rl Ar,n 1-rd III "I SIMON Lus Roberto Lamas stevenM Und, pE IM6r'020 101WA-10 10A9C,0.-11 I:'lle;'_u:V Appmaed 1717) 365.3300 PE-62514 OM 317-6454 b"JI.Q.-Oln-d y, m Product Dascricallantcnlrad SERIES 420 ALUMINUM SQi ouaahr Aamrarrc, ExdrMlon Dtla QJ312024 pponeridalar Us, Interim No 54aaeaant Ica use 911111d HVNZ 'ran Inroad No )Darsian I!LNfturc WA 145-V4&q.ot;x§0&,*,N; NONAP14FORCED SERIES 420 ALUMINUM 9GD OX, XO. XX 12J3t2024 N0 Y., No WA 966qud;x603`Qud; NON•REINFORCED OCIII 420 ALUM44VM Of}D nC,rYrORCC5 OXO 1213 2011 r.0 a'a. 04o 1 145.3r4ipxat,496siyiot SERIES 420 ALUMINUM SGO REINFORCED OX 12131l2024 No Yea No WA XO. XX 96Aqud;aar3,quot, Rl ES 420 ALUMINUM SW REINFORCED XXX 12)Sr2024 No ves No WA 143a duol:x 96&dud: May 27, 2022 PRODUCT APPROVAL SPECiFICATION SHEET (2022) - • As required by Florida Statute 553.842 and Florida Administrative Code 91372, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not knovtlr the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS ITherm A. SWINGING aTru Fiber -Classic and Smooth -Star FL20468 +67.0/-67.0 psf 12/31,12022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2024 C. SECTIONAL Clopay Building Products Company Model 73/75/84A/94 FL15504.3 +28.0/-30.5 psf 12/31/2038 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31r/2025 I 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60^0 psf 10/8/ .�23 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 C. FIXED MI Windows and Doors W ndow a Doo Series 185 FL15349.1 +60.0/-60.0 psf 4/3/, D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31 ?0-24 E. OTHER FL13192.1 - FL13192.2 12/31 3. PANEL WALL .tames Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding A. SIDING N/A B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12131 1-023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16 ii B. UNDERLAYMENTS Tamko 151b 'Felt Underlayment FL12328 N/A 6/29/_1__iL12 > C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9ll1)26 5. SHUTTERS 1 A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31)420221 6. STRUCTURAL I COMPONENTS A. WOOD CONNECTORS/ Simpson Strong -Tie see chart ANCHORS ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 12/31 ',024J B. TRUSS PLATES N/A MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 12/31 (:)2 11 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/ E� D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 _ N/A 9/11/ 1,323 E. NEW TECHNOLOGY Smart Vent Products, Inc. SmartVent - Flood & Ventilation Vent FL5822.5 +100/-100 psf 12/31 -1023 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 mu, be available to the inspector on the jobsite; 1) copy of the product approval. 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation re uirements. Further I understand these products may have to be removed if approval cannot be demonstrated during ins ec 11� ion PP q P Y PP g P APPLICANT SIGNATURE DATE Fliti Departlini of Busiriass & Profossraraal Rogulobnn RiJilding Co:l"'> nhd Standair"', Product Approval Application Detail f Letlb.l'r �'.•� r_,zkb. Cullijy_;t Doll- 17c'4_rr_ D ito Pendrd gm vairion ,V ,;tut,.lwrnr n ,k r"tl uu,�wl A . L. �,,, Vatrdnted By yall [ it 9 bu ,r�lU A FBC A- ro'ml Ambraved :Z1111yg, Revlml'on „I"o OWN,* Ci,•(sirn: of AAL"1'.. I rat T ;:n!:r UI. LIG Tro)19101 PE 1.1fl 0"'F 121111/2a:ti +2,211 ACPrwe 11 1tvill I"Ia ar 0," 11 . la, w• 1954) 34-10194"l al ..vl. lar,y ,1 1, ,rl r, ,in se ­1 :,nnq.Ill,rxe IAerhualr Cc:Hiroanc++ lAtir or Llrtng � F,I � 11: 'r ?k. l":rill• Iy NARY Asewancc A.11. 1-,L"S. 141,. 4nalavod PLAft il,yay: i,l. uU .e.Q31? Pssdn.,.rll tff' _�•_.'u 14,z - W tn!' P n•i!.IL= tLl tl.-:!71 4'�rxract EuNranon OQIu Lu. K L outside Hriti $-anima $ prat" [!. LIP , r /q r-:1! 7,r, '. N-,,, ^ 1. ",,,.. rr,. ': 1 L I i -rIU u.l sinpl4 ar. p'�7-a.l.r 1171,11125 Y.H Yes Wes. WA Florida Department of Busili & lamostiionoiR„rjulat-tip Building Codes and Standards Product Appror,rai Application Dii mil. 6t9llY�at ,r oL' Out. ILI.. N !fir 299 ....,luu Y_,�!ti SJWL�.i U u•,•r+well, rrla•nar4ar YWld+lit.: -;uluuti FEL __ A-ov,d Status r n 260 14l c+, 1 - :ridL ,It •r r, _r., d­nii Urrd1 PE Ir 1 a IIf"V2n:,o Aped e tJ "r e04 OualidY Assuranem Li, r.p.�mJ kr rltr_• A,A+af cvcd lax UN iInmel 6 Dellaill, •....�, ri_ln'.I Ili NUI,rUeror Nanra. P1aSltAsipaa qrg C nlad Ernlr;dmon Data ),I HVHZ whirr NYHZ Resistant P,rs ., P, LI 'r_ II l Il'..uelp F'LNt 53da•Rlrt -..--'-----'---- ---- t !: �'1r,1 ini} Mu'a7idan111�1 r..' de ua,pery: I I 11' 'r,g.n NlefhU b '1:Irw..nlrrnr Iaa1.rF oar I;I'udllr,l I. r till„ Irl.N1^rLA^la. N:-d'A1Lt'14. 1-1 , 1., nl of Rll , lx-. f. f lvfn•s on a' Ragultition buffo1r1 C ca -4rij ;larld+lyd•L Product Approval Application Detail eld CrrMaea E,1ix1naer a Llclu Ae Varldaia t ,y Raenl fi"Jwlingar Adnlxnxam Atry7lP.apnirsl 'Flaie•, 1' r:r h - tParp3kS-3"_ion rMA.-uMnnlraxs A's amalalton 1. ..,n'�.1 h9Nliu'Qer4}, nra rut :: ;,r.r Date Dde D.I. PY uch'. 9_qe V.Idded s h.w.d FBC Arm- Ai r-,ti Ao'0XI. IaA7li02G ,. _._1. 1, ..- j�J,yizlai Abu, Qy+A Rom U,„ Al nv ue. Iewl'a 0 gs. p1=01 Drtudlotir l i!,111 ail fi.illdib I, OAR in U),ni :'Duill-lir tit Kt l(riunifl J. !7MtiiLS "3X9^c.XhsullAled '7last Iva Te•.. Flodda Dope rtllnent of Bu %*fh s & Rmfo,;, ionue R.tgl rlrin 801dirrq Coca;. avid Ct.nld rl'dl L Ptoti Approval Applicatron Detail CorFd.5ItYSJnr 1: c1 EmaVlaean & LldsaSa validated IN t :,na °dUlro-tiar Amlgrlcan A!ahRe 411111 Stevan IS ¢uch 1-E ! 9uE.'4.1reu AlrpraAPttl,a A rx.nah- c717)f iJA04 to silo por4T}mnrrU<om pgtP R4 Data Panrare gala V4114i hWillmiflog FBC AmroVar MlxoYrid StW i 11'11:lYr11 "Al',:0 11•71l 20 AppraYrl (a.udli A,-,,, Alnruradfor Use Aemrovedter Us, tgpaor gNau:u Proiplx:r et.,ibtlon c yv,g t [ urNdlon bMr Ni IiVNZ 9snalds HV'lii' f#rstftl P1L , - 73 Yn9 I, r 72 MnillararJGtlnss "''4iO3!`033 No-. • Florida IClepartmant of Bumnoss 8 Professional Requlation Bdifdfng Codes and Standards Pi-Kluct Appiovol.AppticatiunDetail -t--N U N C-I U O _0 0-0 O co 0 C6 U) ^` C- O O �✓ o L o LL. -�CU CIO `u C:) o cn a' E a) Q ��--11:113 C_U)Qmi lidsx Data PoflQerlo 1 Ras 1-..Lr. 1 _t L M I -yt Imo... Frva n+.r a 4 inau.bs V Iii FW V,46,ri 14,b Jllrwd FAA, A-) a . move , AW­ is ,'dI),, r: uth }i roper -e R Lamas il6: -a r1 I : -'i- 1'vrr6r'il7n "KI1007 111j..uT- 1e1).V2920 Acret en .,J•,ry ,nr., d TJ '1 it„-3rsIV'r 41 '..'14 ' s ac :Ir..�,...,..1,•-d1--- nawonalerl@mr«Lsxm . n'-Nian_e A4+tlP,oJr-,,:a,ratdcn (-ap~ai ttnm :. it -1•. 1, .,. net nl. d,•r. .r...tx a:rrrnveJ 'r1aL:a t) Grr111v.Aisn!'arr<e 1f1:;-red.}Or U:rd A r Ywa tar t7. I'- ••; Prcdnrt hi rl,niiber ar Isamu 'I'll"U ;Inluen Cwerad Exdratlpn Date ten RWZ outslda HVtIZ Reslclant :- ,.-ucal.11w,a_,u: tAullloc 17n'012r,24 rip 'Yirs 'c5 Re'teI 20:.' Jipm*, 1a: rl! it s.l. r.. .. Ceregdy, %ar .i �Iola au)h'I Cuaageay:: Arl,rurJ r 11i Method. r'vrlustrso Rerpon from A f :n.Ir I rant Of 0IL ,finerQ =Mdl d�11 _ �-lira-Prr. PnAnn:y 9:0a F-1wh llt,001 Writr r,r hamw r :hp latlm I.,sp lifig -Ll}}.Plxn'l: LrF `Id1nr, Florida Department of BNsamass & Profwaglonal )ie`rguhatic,n Building Codes and Standards Product Approval Application Detail f;rwrn r Ply7ftl, ,nax'A,i^wraap yelp 1.+.a� ex r•r i„c•r .r,, t 1.e,,v, Y a ! c 1 QAU fiats DeN l inidinu MAE _Va � A hmIn F3�tes:e. ApD 1• v5itay Ras Artuga Aputr t dam., WIRM Aedag I.o:i°u:ll �: irlr.xtE�•Ir,ali:n D.er• IIJHVH7 syll id!HVH a gogigtarl, literati a-•I:'+a: IAf3I J2.4`•1ti NvA NPA Rcm-:as^nl'Ia,.r;luH,y1 42J':'tf2r2"o Ycs wl14 F.Ic FI'oai'dei Department 3f Bualne • rt: Profe •slonad Regulation OCTI HoloingCDac Ind!Ind!Standards CT 2 8,Z022 Product Approval Application Detail 1• s,�.ltasa ,a l 'elri49lbn pl1 a1 r, , r I 1r^.:1 roe Il a.rgrrl :' Ir.:1 I ,1 5�. ��;di� rus�ur)lrsbLtt I �1,. I rxrYUn µr•1: I t,gg°•pleA RrR ,rYr4I Y'`ffi:94d:t @L3LaJ'��rgga3'. 111 1 1 a r II II 11 it 1 . ri!11rIn r ! .ahY10.VI IIIQ ;_gga"- F.urAld mto10r1. Numlrut w kanw • hill P:cnt-7mlmrJlea EMAYnr D.tr i, 0 E!11dIklN+J.V_5_ .._. v�:'.Itl_H•-101 I.W. SubnrlEt. Efl.4 `'�1 VOW Review' -Assist Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 ou,ail9As..anc. AL, c••AIi-U,r Arrolw.al:''r 11 ca wad EXon aion Dag Yr:'Ev 2Ula No `arm.. tic 'VA FloiidA4 De)utnmerit of BusRlnsrl & Professional Regulation Building CDCk-S and Standards -_ Product Approval Application Detail ,(slily crr Plitt 2AI: OMe Pending 20 S�bGpsl 7 b.f1umll valld�.lav lsllgalad FOCActagYNl AAQN.md Stolle 1'11 na I'JI 'n n r•.e„nr, Jchh',n hro: -b, PE agraN2r,2n a?rr12112nzn to Nas2Q2r;1 IVIS12020 Apur-,l mnr+xirryp, ..r.n -11Y A1.41 WKIQ AEIIIL q tar UNe Auctrai for Use l"'O'd, DuW , IIIPIJAl-li'.'rt5 �:1s'-'! Il '.'._F'3,111M7.p34d III Owl Outside NVNZ Rq.'Slala Ptf.'b:•n" . .. rv.7 •':' w111'n'. h1 'a", I'Y. � h r r 1 I• :. - n. Ir r Ilii'It lrlgi• -rrVefh.i •1 npi^`. f'a y / _ ca O CL 0 CL �J 0 O L L) W < CL O L �pr I..t.i Q z J Z Q /J LL SHEET NO. PA 1. Fiotida Department of BLramess & Professional Regulation Florida Department of Business & Professional Regulation vx 1 01 Florida Department of Business & Professional Regulation nr;iall „ pntlr ,IrmaV ReguLmfior v Building Codes and Standards " Building Codes and Standards IAs021 Building Codes and Standards 1 ,; 1 . Lin, S uriJards -F-.F � O .' Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Pioduct Approval Application Detad L 73 Q O Q L rLauszko 171 � � 0 � Code Goutya :):,°_� "2LLi D.ur Paneled Do- iaft EN3!)la A 0410 Dat Dare Prxdina DAA C ° A. ilod1 odte. pondi E,�_or r�:i1_a, n_are Dal. Pen Olen gat '8'�e (D /t �• Md 1 Inn r.w.cd FminwAttrrr. VarinN.n w+ yal.npi.d ^ ALftnI UIl FRC Annmral nY Ji00Cprad Saber 11121 voissrl 1 CMarJ enninrer 6 LJeMlsw Valldaled By ' � Unen. LI,a1iidated EECA.arirn>_-'! Anogc�d stab" IY1� version Rortstcn 2020 Mmldactwer CONIM € oinew A Ligon, ayaidNed BY Ion, KnartVeacn villaned �Apprpv4l AV 09Kt41.t,M 0aNW202o N.+11V20,23 � n, Cr,iAaru l._N. Enaletu ,e1lvsi.mi v:wiuyt+'iy NY ,,..ol al I'�l u; 1'r+inr_I F�-AJ,y v_' APJS[.o_vyte,l �..�. �^t RevlsVlxt .. 2U?D TAMKO B. 1dI:gF+cvl,. "1 `,.I. ter F.nen Repeat NluNnen John W. KnuoHnh, PE 1drR14l,.g20 092W;'02o 1 /* Ir)r 1.0... i l.,! .. ..2023 r � Ap. oxlr Ra�slon A723 in � �p Lv ompaor.lx-axa Thonxpserr A-O IIeCtUrtp WWl � I nx Pn: nA PE TO /d: a: 1a an ..denary R. ru Steve 1. (813)248-3456 PE-14021 P� I OF/It .020 7911q, .+720, r79+.2 ;OJi, t.+t-.+M).. rcrnv.+d G1Obel Fxntnrpm Rcbrcls.l Li.. FNrdnn-��,� ,r •Nr. .. nn.r � NtnYI Vy _ � � .,lurid ' .... ..., i C alagory. ROorng (41?)I13A6641 PE-591A_6 064)772624 _wnpeny1TAt4C0) ce.t ry'RUWing (717)317-8454 Caregoy: 11n.1'.., SubCe4Wry I'a11C.a 1n rnpi`trF GO - "-..'. ." '0 `v SL,h w.gOry: UnoanaymeNs krn,eGfll�leP^rOCOT BubCelegorY: Rwang A,,4 swYlos MI<i are 40 Rance M tt t-aeluebon Report fray-.. ti;lgpptnl r, Ill+ • I.r li �" Comperrce IllgYd Evsklelkxl RepM lrrxrl s Into ra Pei of no Roofing S/ 1 r g .Coon ud. n p r FlaMde Redlstered ArcpnedaaLlnnnaed Florlos ,I O O /^7`` F�Icncs Regigred Arrfleecl ore licensed Flaf09 r-nrrM+srr<r M 1 F....I,,.i I r ., - a,.,,. .. � L L W Fr MVrasiMel Prlpnaer FiWWe R soar d Ar, Yart Or a LMensed c,dndr Prgesalipsl k'n peer FL, Ii M,�J.S'N r1�:UOY, O O FLe1232e-1ta Products Professmal Engineer FUM501Wt6 P10010,crt giAi V ,QAOfw Use "Y LMH�F�pr1 'J6M� At1%t,lI41rM O CualW Asawanca Atw+oved 1,useAOor oYed for Ucu 11141.0 De±nri FL#169111A3 RwAwte Oua1NYAsxlrance Aeore"d(Or Use Amroved for Use 1r.LE =i -may rota ":, r„ CnniraG E%ArP1±V'o"060 NYH,t Re,ilOwY PfM19111_, i 1n4� O1rWde HvNZ BAWALALd fA.-Ito OualNv Atswuina AuuroY4dlor'Usa Apwo IO1 Jse � fe 1oac1 Deslu n ay111a' F1 �br prim `. 4.i lYYln1. frnduA Oeserlwtnn �1G�1�.M QL. Ida $4yi4 10�(� rts NyH2 i i_,:_ _ -r,:, f ,n�r:l_VII :. I 4 'C� Ili 11 u,L rr. r+lsrrr... {'1:11e. rt r,,�y-y..uet. xNt;...4r .•.i,Y l'.utn c I<,:i1 (_'rl), Y�•:c ras IdrA NIA I1;4 r /+'{� O lt/ 4- t TAMKO Rod.UndeMaYmanls YHVHZi RmlunrlrrneymeMsid use In F6C NVNLT. 0&2g2023 Yes Ho r1+r •t,n Alai PL uduct Modsl, Number or Name Picidts:t Osscliolluil Cmli ecl Extol allnn Qalp in.11"Ydle Ou4aitlo HYHZ Rnolla Prassyra I r + 30Gwe C.Wvrlb<eu Sleq „Peon Pupal u;HVH. +,,,rrnlonM�d:inl,nnlxad 5tr.19Nvrn P4na:a rotau+ad 1,. 11+20.. o dot by 1radH 10 provide numOens lroearon re, . c �J - ,r,,,, <or lrl, I u r ', + s :+1•' - �'+r',.,r• 1, It Y^"� Y'nx IJlA WA f '^ v/ O O 2 TANIKOR90UndecloysnenYIN0hI-HVHZ) furisdichons Roof undedayrnentsfor te.nFOCew-HVHZ O6129r2023 lap r.s ra+n NIA TAMCO F.e1 lop Oa.Rrdoe "oriel MYn 6sSN ror lisle TAMCO Gooseneck vent ?6 pa rotntlr, i[rol venLulo a$Y• brfAs I)- I. % .^o +6 Lt J/' '9 'Yev Nis Yes Y ns frrA INiA NIA •O! 5: ^ 24GageGal,00v,.SlnNSW, P.nelwat4vtl7 CCarugaMdGar✓amteoSTNlSIoenPAne:trMsnted i:13t,?022 rau rr. r �� . f I'i 47l C.l• W,�!mr ,+I r.e :'+v, •. it i1uY^. 12131 Ro24 r e N1R NIA /7� ^' E VJ L_ junsdle0lonr. 1 TAMCO ONFRWge Row vonr-War sane ,a zu gs etnvlc row vomleo II"I"mcmitA oeno +r... -2. �+.s +e. via e✓: a nd� 4y A'rcMt to M'M'M1el h4Yrigon» MdKt.an - l'^L +� V' 0- 4 TAMCO Round Top Oil-Rt+ idoWN win 6.ft for Tae 'JA va s4Wie row vshelatea ..It, pYi.1ge Un - ;n 'c'e 'i r s N!A NIA `CUr CIO 4­0 V ) Florida Department of Business & Professional Regulation Florida Department of Business & Professional Regulation Florida Dei-partment of Business F Prnlessinnal RRgulation Building Codes and Standards " ' Building Codes and Standards Building Codes and Standards Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail FL102121•R9 FLa6s2r-Rn FLR1550bR7 z :...� Pat 12i.poodlp¢ �t "OUO Fall4Lat lie � Date Pandmu .ra Cpflo E'n ID! +, r NO CW.i F ;ire Pending •. T ie ersion YantlhcflRar �fY. Inner 6 LlcwtsayaIKIMed BY Ca ErS yal",id 5ubrniogil FBC Approval roved slalus Tvoa version Manuladuret CdNu1 6Wlnaer i Ucansa V.NdwdIW Validated aubm FBC Amrnval Anrroved Status TIIp.S Versic � Sr801A£i EtlulneE r &License, Y'aNtlared BV submitted aC Approval A -. _._ _ t R"ee- 2p20 %Tee Inc Eon Weldon ic:e F1.1iialilon Septa. L,C oCC. Evaluuron 3arvlra L16tl1r2021 0811012a21 ow 2l1021 ,Appr_d Reeslon 21120 weryerhae,sm Rob B9Mwln ]CC Evalu soon Sen4ce, LLC Ian Lehrer. P.E. 02/0.'V2021 10/13/2020 02m312721 Approved Revision 2C20 Gppay Building. Products Company Mark Westerfield Scott Hamilton ; airy PtuFhl,at 10;15,12020 '1011414020 11125,2021 I: :i Categoryyoudurss .:opt, vrenis tuba) scrd ds Jb LL4 Category: Strudural r„ultporante A. 13) 924 8416 h608) 639-3286 toar.l dalrw,ingiwoY<,rnr Category: Ertcteo-r Do- SutoCategoiry"� Sectional Exterior Door Assemblies (613) 770 OD62 PE 63386 r-.1 :iy 1 L ,<, e meesteitlefd�elopay. cum SubCelegmy Tnls+Plere+ rnveWen�mil won (205Y S9&9a00 dNrc.trlpry [rya,<mdl LwrWer Compllsries Method: EvaluMlon Report from a ruse. con, Compliance Method' Evaluation Report from a Conrpkarn.e Mehod: E,*lusliplt Repot Rom o Protluct Ertluem tlFoolcsOturi Cw41ua1lon EnnN 'r-,1 �aareai Are-:- tec1 era Lrcerrsed Florida �•, I'... ,t-' UV117-11R'1 Pr'4ut"+ FL.ASMA11 Products FL1r15544-R7 Produtts gyyMV AssSoria ADM Ovid NA Usa Aritaover oat Use ill 1 >t 2WIUAMWUM Amrowd ror Uae A aor.d far Oae yDpll 29ili11 003 W5-16 PANJ TFT53A6. 64A, 94, 73, 75, 1500, 190, 76. Steel Pan (nun, 25 ga) Doub*Car (92, W 160 12J31f2038 No Yes seat Product Wdel. Nlmper or Name Product Oescrldron Carter EuetraNut Dua in HY 1L Outside HVN2 ggl itiDt 213LRIVL7 1111a Fruuvct Yodel, MrrWr 111 "Vv FN QOOCt D.ml IDW, t Ll= 0511116a,1ll neYelml prinswy t. 1-ZE'- 4F' 4R F BRST, 6RSF, 2RST, 48, 488, 42,, "ride) VANDCODE6ilil ; W5 Geroge Doer 1 Mt MNR ISO, neon nurnq•n crass oMnarin M4U. 13r31/J072 Vat Yaa NYA II`a 1 vii- lair LVL lamp iM Ve,,,+r Iun+ter oN IRIXI3 NO Yes NIA N!A 1 .-. ;r14FV, r;R98 GRSSV AR5S, 2 M169113 it, 0. snrwe r0 Sirengrn truss connector plate 12t81/2022 Yes Yes NIA 14" P-1.10 m PSL Pa*6'Ml SC`tnrs I. male, 0111101IL No Yes NA WA 3 MI 16 Ifige ", . :-*do, plate 12131/2022 Yes Yes N/A ICA Tundra Mrs cILSL ke1 AM stand a nmr.+ Q111 II.N ♦' No Ypr NIA N?A 4 UltsHs 16 12MI12022 Yea Yee Wk WA '. t3 Rrn Board 9ni-turel Composile Lurpbe o Cralrrod Gtr nr 1T 11<?n:". NO Yes NAA NIA r MT20HS -,0 oe 1, � nengb bds luConned.Pl+lr I Z(31/Z022 Yes Yes NA N!A Weya^eau5er R1m 90a W mud Rnt ©card GlentaO $nntl B09ro Ran aoarO 01. . +, d'..: -' No x ev WA NIA 6 TLIe. MT18 NO u.. plebs 17131/2032 Yes YM NIA ttfA + TL20. MT20 ?0 a, ',,, , .r cx nbWa I NICO22 Yes Yes NIA NrA _ Cn w U) O O OCT 2 8 2022 }i U VRAU -1-+ O OLE- Virtual Review Assist, Inc. Plans Review completed and approved !or compliance with the 2020 FBC 7th d' on by Debra Anne Klahr PX2300 w z z Q J SHEET NO. May 27, 2022 PA 1.1 N to .�. U "M Simpson Strong -Tie Tie 2020 FBC Approved Products p 9- pp updated 12,3GM2o Simpson Strong -Tie 2020 FBC Approved Products p updered,2l3ono2o ""� Simpson Strong -Tie 2020 FBC Approved Products vPdaled : , p rong-Tie 2020 FBC Approved Products ,'+>••4 I m SOn Updated,2r3o/20<', L L 70 N Q O OL ^ Fa orient Bnk:w ::1T sill v. nil Ltited: c•ur, _ " '� Faorectlynkstoadl�r. -� i�,1rc�.r,l:.•-i�v, r:-. Fd' rireoR Inks to all SST approvals fisted Grlox .', � � - Pp _��Ll -_ ,•listed� .� I-rr Idr ,.:' :Gk*. to I .aST FT;ri 7vsls r,trl+Ylv, '._! :'- 1..L Fa addlhury it wr,rn h x : r. r ,. , . 1s r e .. lli, I ... wale. W i...A .r ,ur an �aa ouu royal , ,and Dsde n u F da s Mlam• Cou U lip r R - N Yce Ac t LLLCK IYEftC d crt ce once LNDA, ry P ) u - .. �, . , , , ,,III,l For a<kixlohsl niamatiar re F1a.da s blatev, i+,,, Fr,rdua A roe mI S � .n ,I Mianu t}�,I. �� , i1 PP ri - .,, ,. , ., a, ,- , � ,r . �� r i lC «. � : c ., , „-, Fa addHlatal Vnfamatwar rcgaruue!7 I•x.u«, e brrlowWr, f ,.,d, r., I ,,, , : �i . , c,d M,arrii-0ade Calory Ndk;e of Acceptance tNr,�A1 y,i,l_ i 1, I_':,. «. , , .. . , .,, ,, ,. „ .. Fri .., Ali , ,I , - �..rx, r..i , �.0 r1:t,.lr s ..ot.:.i, .,. 1 , i „ 9d..r, ,. „ i,r r: 1 V � - FLiR355-R7 FLO10446-RS FL#10456.R5 rr i 11 e I - , „ 1;,r I• - �"ni7 Lc. Ilfl avldtlns rangltl,g .1Cr"^ - �' t„ � rU)� }r , r.6' to 11 ` Cor ta. r_.- I th u � -r r � , V Sea 0 Product Model. Number or Name Product Description Surf Product Model- Number or Name Product Doslcnotion Sea # Product Model, Number or Name Product Description Ic .. , n, i)l j °_ r ,.r a h . r , rri9lr O 7 1 Titan Stainless Steel Concrete 8 Masonry Screw (TTN•SSj 1/4" diameter Titan stainless steel masonry screw I A21, A23 A33, A34, A35 A44 Anger . gate trio 0 L (ll 2 APA21, APA4 APA6, APVA21, APVA4, APVAG Outdour Accents Angles 2 CMST12. CMST14. CMSTCI6 Co+led Straps L"` U5 ,I,) Jes ^ origet Face mou a liar z:l-- o . O Q O 3 APB44, APB44R, APVBW. APB66R, APS08, APB88R, APS1010, AP8101 OR,, APV844, Outdoor Accents post Barnes 3 CS 14, CS10, CS16, CS20, CS22 Cooled Straps 513" one his : „ , ,:. O LL_ F09589-136 APVB44R, APVB68, APVB66R, APVB88, APVB88R, APVB1010, APV6101 OR 4 CSHP18, CSHP20 Coiled Straps r 3":1 , �~ 0 (� 4 A.PDJT2.4 APDJT2R-4 APDJT?-6 APDJT2R.6, APVO.iT?-4 APVWT�R 4 APVOJT2-6 Outdoor Accents Deck Joist Ties 5 CTS218 1 Com ression/Tension Strap u, M O Sea if Product Model. Number or Name Product DescrfntYon APVDJT2i2-6 8 DSP„ SSP„ TSP Stud to Plat, ilia " I '• .r. rrrc rr h hair gcrs - �_70 � O 1 SDIO112DBB Outdoor Accents Connector Screw 5 APHH46 APHH46R, APHH610, APHH61OR Outdoor Accents Heavy Hanger 7 H1. H10A, H25A, H3, H6, H7Z, H113 H ItiS H16 2 116 2S Hurricane Ties e nrauue4 h+angers as aulalale un'aoidths rsnging'ru � a) 2 SO9112, S109212. SD10112. SD10212 Strong -Drive SO Connector Screw 6 APL4. APL6. APT4, APT6, APVL4, APVL6, APVT4, APV16 Outdoor Accents L and T Beam -to -Column Tres 6 HGT 2, HOT'-: HGT 4 Heavy Girder Toedown 3,rr3" and heights ranging from 3" to 10-151116 U) C/) 0 3 SD9112SS, SD9212SS Strong -Drive SO Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH281p„ APLH210, APLH21OR ai!dam Arce• m t-,ghr Hangers HSJ.4 Humcane Tie 3, .i C : F.: Mills FC SDS M LIS (i^-StyS 1.1r'1 " Face mount I"ahige+rc. C_�- 4 SDCF22434, SDCF22512, SDCF22614, SOCF22700, SOCF22858, SDCF221014, Strong -Drive SDCP TimberCIFScrew 8 BVLZ liar k Veneer Ledger Connector 10 HSS2-SOS1.5„ HSS2-2-SDS3, HSS2-3-SDS3, HSS4-SDS3 Heavy Stud Shoe MI.: m r , iI'Migel ; Face mount hangers avadabde in moths iat p ij i Si'16'to L;- � � .� U Q SDCF221134, SOCF221334, SDCF271958, SDCF272358 9 CBT2Z, CBT4Z Concealed Beam Ties 11 HST2, HST3, HST5, HST6 Straight Straps 1IS' and heights I*ng:rg KIM 6-15i'"Y n' to '! ' SOCP22434, SOCP22512, SDCP22614, SOCP22700, SDCP22868. SDCP22912 Strong Drive SOCP Tlmber•CP Screw 10 C11 32 CJT4Z. CJT5Z. CJT6Z Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap Q AI I' I-a-e m:, ,:n•,7. . SDCP221100,SDCP221134,SCICP271400 11 DJT14 Deck Joist Tie 13 HTSQI6KTZ,HTSQ2GKTZ Heavy TWO Strap 1, 1 .w:WitN. Tic .-th's'pe s Iriwidthsrahgingfrunn 6 SOHR27400 SDHR27614, SOHR31400, SOHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor n an h•-1hra rat ping from 3-1116'tc 1.3= i4' 7 SDS25112. SpS25134- SDS25200, SDS25212, SD525300, SDS25312, SDS25412, Strong -Drive SDS HeavyDury Connector Screw 13 FC4, FCB Framing Clips 15 t.STA9, LSTA12, I STAth a 3TA1$, i ti1,A;1 t STA,4 Y 'r;TA 0, LSTA36 Straight Straps realer: t a ,ge versic:r ;oURC- 6L)LC) available fol as uouu+e SDS25500, SOS25fi00, SOS2580D 14 FWANZ Foundation Wail ,Angles 113 I-ST•49 z,'17? Straight Straps . `(ind AX n ^ref : rr,y acute tange isooncealec 8 SDS25112SS, SDS25200SS, SDS2521255, SDS25300SS, SOS25312SS Strang -Drive SDS Heavy -Dirty Connector SS Screw 15 GA1. GA2 Gusset Angles 17 LT820, LT64G Ridging r:r .rn,uo-t I,do te- .+v,,NI,Ia :n wdths ranging from 1-9116" In 9 SDWF2716, SOWF2720. SDWF2724. SDWF2728. SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2-ST, H8. H1OA.2, H10& H14, HGA10 Hurricane Tres 18 LTS12, LTS16, LTS18, LTS20 Light Twist Strap w)J niI rar,gv:g troni -5/6" m 11-114", 17 HCJTZ rteavy Conrealed .foist Tie 19 MG' Mechurn Girder Tieddwn 18 HH4, HH6 I,crade, Hangers 20 MST27. MST37, III MST60, MST72 Straight Straps FLAtitMOT-RB 19 KBSiZ Knee Brace Stabilize' 21 MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24„ MSTA30, MSTA36, MSTA49 Straight Straps I L910667-136 20 1-30. L50, L70, 1_90 Angles 22 MSTC28, MSTC40, MSTC52, MSTC66, MSTC78 Straight Straps 4 Sea IF Product Model. Number or Name Product Description 21 LCE4 Past Cap 23 MSTC4863, MSTC66B3 Fire -Bent Straps 5r� Af Product Modci. Number or Name Product Description 1 ATR3/8, ATR12, ATR5/8. ATR3/4 Threaded Rods 22 LS30, LS50, LS7O, LS90 Skewable Angles 24 MST126, MSTI38„ MST148, MSTIOO„ MST172 Straight Straps - u .e• yes 1.,;p rage I, , ;< n ^i, ranl2:ng from 1 •g116" to 7 2 ATUDS, ATUDB-2, ATUD9, ATUD9.2, ATUD9.3, ATLI ATUD14.2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer ConnectoT 25 MTS12, MTS16„ MTS18, MTS20,, MTS24C, MTS30, MTS30C Medium Twist Strap " 1 r.'' " %" 3 BP3/8-2, BPi/2, BPI/2-3, BP5l8-2, 131135/8-3, BP314, 813314-3, BPRTU03-4 Bearing Plates 24 LSSJ26LZ, LSSJ26RZ, LSSJ28LZ, LSSJ28RZ, LSSJ210LZ, LSSJ21ORZ Field Adjustable Jack Hanger 26 NCA2x10-12, NCA2k12-12, NCA2x8.16, NCA2x10.16, NCA2x12-16 Bridging io1, 'I, na' r, , tie. .i::, + ,I I, ,c;'9,a ranymg from 3-5t8" to 7 4 CNW3/8„ CNW112, CNW5/8, CNW314, CNW5/8-12, CNW3/4-5/8 Coupler Nuts 25 LSSR7.81, LSSR2.1, LSSR2.37, LSSR2.56„ LSSR210-2, LSSR410 Field Adjustable Slopeable/Skewable Hanger 27 RCWB12. RCW814 Wall Bracing . iT:' and neo lhts rang n,g horn 9-1/411to 24" 5 CTUD55, CTUD85, CTUD86, CTUD75, CTUD78, CTUD77, CTILI CTUD88, CTUD97, Coupling Take -Up Device 28 LTP4, LTP5 Tie Plates 28 RPS18, RPS2Z RPS28 Repair Plate Strap ,r,;,:r :. I op flange hangers available un ,vidtlls ranging firm 11."r_' tc CTUD98„ CTUD99 27 ML23Z, ML24Z, ML2t3Z„ ML28Z, ML21OZ Angles 29 RSP4 Stud to Plate Connector 51f3" and he:cthts rongrrg from 7.114" tc 24'. 6 N3, N4, N5, N8 Heavy Hex Nuts 28 MMH8 Roof Tie -Down 30 SP1, SP2, SP4, BPS, SP8 Stud Plate Tie 1 : rruec noo.7e•r= Top flange hangers available in widths ranging front, 1 -1'4" to 3 7 RTUD3„ RTUDI RTLI RTUD48, RTUDS, RTUDS, RTUD7, RTUD8 Ratchetng Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPHS Heavy Stud Plate Tie 1_f8" and ne:ghts ran-r.4ng trorn 9-114` to 24" 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26.2 MMLU28, MMI MMLU210, MNALUI21 PAMLUI39 MMLU1311 Face -Mount Hangers 32 SS1.5, SS2.5, SS3, SS4.5 'Stud Shoe a l'u ri E-;.':i sines ha-gere Top flange hangers 3vaidable rn widths rang -mg h,:,m'-: "'4' to 8 9 TUW38 Take -Up Washer 31 RBC, RBCP Root Boundary Clips '33 ST9, ST12, ST18, ST22. ST292, ST2122, ST2115, ST2215, ST6215, Sib ^','4 ST6,136 Straight Straps 718" and heights ranging from 11 "'to 32-11--" 10 URS3 3J8" Upldt Rod Run Tredown System 32 RST-3 Roof Tie -Down 34 T820, 7627, TB30 TB36 TB42 TB48 TB54 TB56 TR60 Tension Bridging ,,L,!la, nmrrto, R1.tn,,;:ets Top flange ha,n,gers avallahle :n wmlths rein:: rill i , 11 URS4 V2" Uplift Rod Run Tledown System 33 RTC22Z, RTC42. RTC2Z, Ri C44 Rigid Tie Connecturs 35 TVI Bl ), TWIS12 TW814 Wall Bracing 114" and heights ,; rig t'rsrn 1' 1 12 URS5 W13" Uplift Rod Run Tiedown System 34 STC, STCT, DTC, HTC4 Truss Clips 'ii3 Vt:f V Too 'V,TL- Variable Pitch t3rcler I Iodown 7 *)addle tii, 11 ,i 1.., ,n,•n 9 t ;: Lr4"tn 6- ':, 13 URS6 314" Uplift Rod Run I edown System 35 TJC37, TJC51 Truss Jack Clips '31 4Nb!1_tb, INB IOfXC Wbl1 b. '41131213C IN1314311, Wall Bracing and 1­ie,gf1 r,, r- ': nri r ran 38 Z2, Z4, Z44 Panel Stiffener Glipsfrrnn 3-1J4" m 7- I't I I FL#10441-R6 F'L#t 0531-R5 r .,,: .i: ,..'I I" I, n 1 :1' n ,^; :12vs rang,i:ng from 1.9116' to 7- FL#10447-R4:1 §,gg)j< ProductModel- NumberorName Product Description Sea# Product Model, Number or Name Product Description 11 „ ,1., ::I. , l::-Ic „ iahsrangingfrom5 14"fo8.70h' 1 OTT2 Hold-down Suit a Product Model, Number or Name Product Descnotion G 1. � • r'111 1 , :' i .',,n 7r; Concealed hangers n•: hegr.>< rang+rig f cm 10 Lr_' xo 28"- 2 HDC10/4, HOC10122 Hold-down 1 AHEP Adjustable Hip -End Connector :' GU, DHU Dr vTF se,ues hanger, Face -mount (DU, DHU) and top flange (DHUTF) hanger. 11 1:,1.11 " ,: r.ef. I'1s i1t,;r'. ,: 1 up flange hangers available fit widths rail_: r g f• '•: 1 .,• 3 4 HDQ8, HHDQ11 HHDO14 HDU2 HDU4, HDUS, HDU$ HOU11, HDU14 Hold�dcwn Hold-down 2 3 DSC2R-SOS3 DSC2L-SDS3, DSC5R-SDS3, DSC5L-SDS3 GBC Drag Strut Connectors Gable Brace C<oro ,e T- i available in widths ranging from 1.9/16" to 3.9116" and he ranging from 9-119" to "1 1511 R' T it III h`utii„P_ii',s 718" and heights ranging from 11?"' rz Top flange h,i ge , .r., ai molr n .,n,•1, 5 HPA28, HPA35 Strap -style puffin anchor 4 HCP1 81, HI HCP4 Hip Corner Plate '1 I ,. , -,,,HtiU525-SDS, HGU5.50-SDS, HGU5.62-SDS, HGU7.00-SDS, HGU7.25- Face -mound hangers 1/8"`and heights ,y nk, from 14 t:- -- 6 LSTHD8, LSTHD8RJ Strap -style hold-down 5 HHRC2.2, HHRC42, HHRC42.2, HHRC4/1.81, HHRC44, HHRC52513 26. HHRC5 37/3 12 Heavy Hip tc II I 1111,50S I : -11 I ;. e v:nr. ol, rl,u1 Ye Y, , ;+:• : ,. 1. r•i • n " -, r,itr,:}.ng from, 2•616" to 3• 7 MASA, MASAP Foundation anchor strap I•IHRC66 4 HGUS series hangers Face mount hang] rs avairabic invr;dths ranging from 1-5' ` to r :{: •: lh, m•. 'r to 26" 8 MPA132 MPA144 Strap -style ourlin anchor 6 HRC1.81 HRC22 Hip Ridge Connector 3I8' and heights ranging from 5-5116" to 12-718". n i, .. h; 1 _ p irndi );oii halayeis available in widths ranging 0,c, _-' E" tc 9 PA18, PA23, PA28, PA35, PA51, PA68 Strap -style puffin anchor 7 LRLI LRU28, LRU210, LRU212 Rafter Hanger 5 HHGU5 25-SOS, HHGU5 50-SDS HHGU5 62-SDS- HHGU7 00-SDS HHGI): 'r, SLiS Face -mount hangers :+11b' and reyghis ,ranging from 5-3J8" to 13 111" 10 PAI18, IP I23, PA128, PA135 Strap -style purlln anchor 8 LSU26, LSSU28, LSSU210 Light Slopeable)SIrewable, U Hanger HHr, 1, I 00-SES 11 rrF I I C-1 col s> hango,s Top flange hangers, avatrable In ^td9-r ran c 1i:1 1 11 STHDiO.STHDIORJ Strap -style hold-down 9 TBE4TBE6 i'rusr,Rear:ncEnharre: 6 41Ht,,0411,,A-?HH1 iS:'10-7,HHU:S4c;,HHU548.HHUS410HIaU65.510110, Face -mount hangers 1iC"and'nrxihls,r•^ir.r- .. o,:r-,i fans 12 STHD14, STHDI4RJ Strap -style hold-down 10 TC24 TC26, TC28 Tyr:, C4i I111 , Y,', ,•,rs or it-(, I .i. ,i ; ,11 ", -,I n,n:1^'s having width equal to or 11 THA?p, THA213, THA218 THA218.2, THA222.2, THA413, THA418, THAC41A, THA4)" Arll .<tthle -r s Han3P qn os iinnoorc, Skewed face -mount h.4n9Prs .w.1,IAhio m ,vdthc ranging 1 gre3 t-,,, " 1,• THAC422, THA426, THA422-2, THA426-2 118" to SAW' and heights ranging from 4.3/4" to 15.3/4" ; F. .. „ ,, 1>'i_,u I, I:. .•... ,,_, ,i. , ,• d n,, r.,naalg from 1.9116"' to 7• 12 THAII81122 THA1206122.THA121f22 THAI222 Ti#AI322 THAI3422.TtfAI422 Adjustable Truss Hanger Sized for I -Joists Concealed flange version (HSU'Cr HSULC)available fo fir-. , r;el.;r, 1,I1"I" To28" 13 THAL422, THAR422 Skewed Truss Hanger double 2X and 4X models only acute flange is concealer i, ,,J rs ranging from 1-f3i'16" to 7. 14 THJA26,LTHJA26,LT'HMA Multiple Truss Hangers ilJ_ti -+1 ''t Hl0210 H II2 HFU.en2 HfU210" Facemounthangers u•ur ai,I If_ - 15 THJW-4SDS3, THJM2-5SOS3, THJU26„ THJU26-W MuhlY,rle l nrss.11angeis uT r+, IL. se, es n,r•uers Face -mount hangers avaltable in widths ranging from 1.9 18 I s sir s nariacrf, 1 op °lange h:• ;c n : n,1 t �m 1 -9116 tc ;- 16 TSBR2.24 Ifuss Spacer -Restraint 1/7' and heights ranging from 2718" to 19.114" Conceals 17 VPA2, VPA25, VPA3. VPA35. VPA4 Varable Pitch Connectors version ('HUD) available for all models having vodth equa :., ai n«• . it ,• L r11n :' •, ! I nf'-r•116" and heights 18 VTCR Vail" Truss Clip greater than1-41`16" n • i"; No ,'',_ � t'•i' 10 HUC01.8119-SDS, HUCQ1-81/11-SDS, HUCQ210-2-SDS HUCO210.3-SDS, HUC0310- Face -mount hangers L : _ ii•.- =tar:,, rip °lange har,gci,, avaiable fin v4dd1 of 1- r16"'air Y c-,11:is SDS HI ICO410SDS, HLIC041? SDS, HUCQS 2519 SOS, HL'r O5 2511 SDS, HUC061O- ranging from 9-3J'16" to 13.1! Simpson Strong -Tie 2020 FBC Approved Products Updated 12r3UrZU20 Simpson Strong -Tie 2020 FBC Approved Products Updated 12n0r2020 Simpson Strong -Tie 2020 FBC Approved Products Updated �' Simpson Strong Tie 2020 FBC Approved Products Updale'„_73orzo<o Fa direct links to all SST approvals listed below, LCLICK HEAV.. ,,, . ra direct links to all SST approvals listed below, 4 K Kifft I ,u direct t,nks to aC S ;T apamv:,ls limed fir^Irn•; ;!, ", a li •., •fir ::. 1 ik!a el. ;:". i r.[i .:'...I:, listed I c ';1'„ly: 4' 'iER?.F. - Fa addRianat Inlamebon regarding Florida's Statewide Product Approval System and MameDade County .,., Notice d Ac aeptsrrce (PivAd� �L1A:- c F r i m re n� „,fi r ..onliia s I P a ad Wicnal nfama i r n Statewide Product royal tam and Miami -Della Can 9 J APP $lrs County P .. Notice dice lance N0A P1 EkF P ( 7, '(cd. -. c r �., a I .. . t d a,nhorral a ,n n„^� cv, re a•,nry Y ,t J , air• nidr , re 1i•, r ni r:, , rn nn, n - 1,I ArrP ov v Ir ] Mia s 0ade Canty .., n .l�t ' Notice d Acceptance (NtlA}- CLICK f...F- 4.VI r„tr I�,u ,,rid .rip u5:. dr r A , ., , ,� F•v ,m.,dn ,,; ,+I ir. o1 ,raur,n rill yr .9lh,o o-Ionia s «.7tatervld,_ . r „t!i „i r, r ,.,I � ..•, � i .:: � A. . + y Pdaicr a: RcoepnanGa r78?- ... ��,;},j-a�•,�,.L, 21 LB series hangers Top flange hangers available in width of 1-9116" and heights FL#11468-R5 18 S/LBVI.56, S/LBV1.81, S/LBV2.06, SILBV2.37, S1LBV2.56, S1LBV2.68, S/LBV3 12, Top Flange Joist Hangers ranging from 5.318" to 15.1(8" SiLBV3 56, S/LBV3.62, S/LBV4,06, S/LBV4 12, S/LBV4.28, S/LBV4 75 S/LBV5 50 -,d k . 1 t:': U '' C I::' : fe .u. r ; r, ' ;r concrete available in cart -on 22 L13AZ series hangers Top flange hangers availaible in ww iclm of 1-9r 10and heights Sea # Product Model, Number or Name Product Description 19 &LTT20, SIQT72Z, 'SfiHTT14 HTTs tiTTG Hoklowns 1)d T,I :::• 04 -im, '16 stainless stop -I ranging from 9.3718" to 13.1/8"_ t HHUS210-3, HHUS210-4 Joist Hanger ; O SMSTGO, S1MI Straps 118 mil (10 ga) r T „Ie r HI), III II.D.H, 1 rAD-HhCr a, T'HD H46y- 1 HD•H6S ,, THD:•CS THD.. -.,t-i -.r;, T;ten HD Heavy Duty 6cuew Anchor for concrete and rn<,_-09'y 23 LE133, LEGS, LEG7 series hangers Top flange hangers available in widths ranging from 3-1/4" to 6- 2 HRS6, HRSe, HRS12 Sir ap Ties 21 SP4 SP6 Stud Plate Ties available vrifh hex head in carbon steel and Types " O4 , ,IJ "' 11 7/8" and heights ranging from 9" to 33-7/2". 3 HUCO210 2 SDS HUGQ2IQ-3•SO$, HUCQ310•SDS Joist Hanger 22 SSSP, DSP. TSP Stud Plate Ties c,a,r„lesg steel, orwi!h nnranterstink head in rarhon cteP :vi , 24 MEG5, MEG7 series hangers Top flange hangers available in widths ranging from 5-1/4" to 6- 4 THGB2, THG63, THOFJH2, TH;aGH3, THGBH4 mist t+angdr 23 ST'C'•, DTC Truss Clip Type 316 stamiless s'.eel 718"and heights ranging if 9" to 32-1/2 5 THGQ2SOS3„ THGQ"DS4 5„ THGOH2-SDS3, THGOH3-SDS4 5, THCQH4.SDS6 lolst Hanger 24 TBD22 Truss Brace Diagonal T c,,i HD Trcd'C mipler (THD- C14RC, THD50934P(, Titan HO Threaded R, O Coxipier fo« r.'n, I. I- 25 PAT series hangers Top flange hangers available in widths ranging from 1 -9/16" to 5. 6 TH.^,W5-S, THGVJ3-4" THGW4-3, THGW4-4 JnWt Hanger 25 TJ037 7mt s Jack Connector T Ic„•, I u: I Pod H:,• I,, I I -YIP:. 4^ , Rt- I1t, : 1' .., l 1 „ =.1, Titan HE) To-, o, 1rJ h ,a H nnJ: r_ 118" and heights ranging from 9-1/4"to 24". lf I i _ r:'P! I 26 PF, PFB, FFDB, PFDSB series hangers Top flange hangers available in width of 1-9111I' and heights :'^ ,..I .i ,,, i !Jed?ge All r ill n r a .,. ranging from 3-3/8" to 7-1/8". FL#11473-R5 -f-Lai 3904-R5 27 RR Ridge rafter connector 28 VVP series hangars Top flange hangers available in widths ranging from 1-9/16" to 7• Sea # Product Model. Number or Name. Product Description Sea # Product Model. Number or Name Product Description R#16'230-R8 118" and heights ranging 9-1/4" to 32" 1 DETAt20 Double Embedded Truss Anchor C,! -,)WI 61 �DSHTir,. C:CQV4 6' t;riSHDG. C.0 QIvIS 50 SOSILITYC;, r„CTQM3 6ZSOSG,, Masonry Prier Caps 2 3 FGTR. FGTRHL, FGTRHR H16, H165 1416.2 H16-2S Girder Retrofit Anchor Hurricane Tie cx_ TQfv14 6 ,SDSG :'CTCyM5 50 SDSG- CCCQM3 82-SOSO, CCCQM4 62-SDSG, CCCQM5 5OS'DSG i�LO!a h1 ndurl Mn"el Number or r ,tma I Product Desr,rrntrnn n 1 1;: Hi;rl, I • r •,I :,, , .I w tr r •oncrete or masonry, FL#10860-RS 4 HETA12, HFTA16, HETA20, HFTA24 HFT',A40 p.hiairar n f nlsa ia.chor 2 ECCLOM3.62G-KT, ECCLQM4 62G-KT, ECCLQMS 5OG-KT, ECCLLQM03.62G-KT, Masonry Pier Caps 7-1 1 = a F I . , A,I ,. n, :.a,rrg 5 HETALI2, HETALI6, HETAL20 Embedded Truss Anchor ECCLLQMD4.62G-KT,. ECCLLQMD5.5OG-KT, ECCLRQMD3.62G-KT, ECCLROM04,62G- m I[ "-XP T XPI i L`">1: p, ,Aeihesi•.efor masonry Sea # Product Model. Number or Name Product D rscnotion 6 HGAM10, HM9 Masonry retrofit connectors KT, ECCLRQMD5.50G-KT =1!cr5 Eu t ?, ,;STE:'+ r;q F,r>I ; Ateaq A-rY u `or rnason,ry 1 ABA44, ABA44R, ABA46. ABA48R, ABA86, ABA68R Adjustable Post Base 7 HHETAI6, HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUM525, HGUM5.50, HGUM7 00, HGUM7.26, HGUM9.00 Heavy Masonry Hango,s '5 Titer 12 l i 1 N2I ten 2 Scry vdAnchur toe Cor..iete 2 ABU44, ABLi ASU46, ASU46R, ABUS•5, ABU5.6 .ABU65, ABIJW, ABU66R, ABU88, Adjustable Post Base 8 LGT^_ LGT,1-SDS: `, '_GT4-SOS3 Girder Tledovn 4 LGUM26.2, LGUM26.3, LGUM26.4, LGUM28.2„ LGUM28.3 LGUM28.4, LGUM210.2, Pi4asonry Beam Hangers T Y-- I r - "I--, T­':,' .'= Tten HO Heavy-D•-ity Screw Anc'h; for r: ,:i�t: , ,i1-. e :n 3 ABU88R, A8U1010, ABU1010R, ABU1212, ASU1212R ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW662, ABW66RZ. ABW7-7 Adjustable Post Base 9 10 LTA2 META12 META16 META18, META20 META24, META40 Ito A I •use n, i:^ of Ernbeaded Truss Anchor 5 LGIJM'::10-3, LGUM210 4 11.130M46 LGI.I048, LCUh441 O MBHA3,1219.25, MBHA3.1 'ill 25. rylOhA 3,Dv60 25, MbHAu 56t9 t;. PASHAI's 5BI11 25 Masonry Top Flange Beam Hangers _"n stu „ , . , - h ,•, I .., „ . _ lr, 5ls r ss lice ooullti r ,,,,9 ":•<,:+ 4 AC4, AC4R, ACE4, AC6, AC6R, ACES Post Cap 11 MSTAM24 fASTAM36 MSTCM40, MSTCM60 Strap Tie for Masonry MBHA3.56/11-88, MBHA3.56114, MBHA3,56/16, MBHA3,56/18, MBHA5.50/7 25, hl T u T ten Turb 3ctevv Ari6floi for concrete pr rrciasom y 5 BC4, BCdB, BC4R, BC6, BCBR, Bi; g, BCS2-?J4, BCS2-3/8 Post Cap 12 MTSMt6, f,rtTSM20, HT SM16, HTSh120 Twist Strap for Masonry MBHAS 5019 25. MBHA5 SDI11 25. MBHA5.50111 88, MBHA5 50,14, MBHA5 5006 CB44, CB461 C848, C866, CB68 Embedded Column Base AIRHA'" 60118 -4-06 7 CBSQ44-SDS2, CBS048-SDS2, CBSQMSDS2, CBSQ86-SD82, CBSQ88SDS2 Embedded Column Base Vb: IU3 56/9 25 fv9BHU3 5611125, MBH lJ 56/11 68 ,M HU3 56P4. MiBHU3,56116, Masonry Beam Hangers FL#15537-R t, � 8 CC, ECC, ECCU Series Bolted column caps with W1 ranging from 3.1/4" to 9.12" and FL#f 1.496-R5 MBHU3.511118. MBHU5.5019.25, MSHU5,50111.25 MSHU5.50111 W, MSHU5 50114, VJ W2 ranging from 3-5/8" to 7-112" MBHU5.50/16, MBHU5.50/18 I .:g # Product Model, Number or Name Prooduct Description � 9 CCQSDS2.5, ECOOSDS2.5 Seres Screwed column caps with W1 ranging from 3-114" to 9.112" and sec # Prod uct Model. Number or Name Product Description " •i< <.. t-1 ' 1 «. 4i( �C_ W2 ranging from 3-5/8'• to 7-12" 1 DTT1 Z neck Tension Tie DI If Pont > v J 10 CPT44Z„ CIPTOOZ, CPT88Z Concealed Post Tie Base 2 HD12, HD19 Bolted Holqowns FL#13975-R6 i , ^ . : 111( 1 _ #ln- 4 Strdn.-Drlv'e XL Lare Heud rr^eial 'tz„e,l I , 1 v ) 7 11 12 EPB44A, EPB44, EPB48, EPB66 EPS4Z Embedded Post Base Embedded Post Base 3 4 HIDI HD513, HD7B, HD9B HTT4, HTT5, HTT5.314 Batted Holdowns Tension Ties Sao ## Number or Name Product Model. Nu Product Description XI Nr11 _"`224 ;cV01 43- _'24 2K Screws wth .':1L rill PoIrd a i'La rti X•',I3ln,-t1 `w,C'r'asher Head i11 - _ lirn,g O IM 5 LTT19, LTT2OB, LTTl31 Light Tension Ties 1 SD W22300. SOW2'2338. SDWL24:36 SDW22458, SDW2'25UQ SD>W2'2600, SDW2263Lt. Strong•Urrve SDW EWP-PLY TRUSS Screws f: I .- ILI,-,e:er Hex ,,,., 13 14 LC844, LCB66 LPI LPC6Z Embedded Column Base Light Post Cap Vu:'1h 14 and -PLY i XQ14aS1 � 24, X01148, 2:_4-2.6K, Xi 14S1224, X0112SI224, X0112812241K . , _ c r .1 1 , • � I � r� it P , I w(. T.,pp+ng Screws, with #5 �� 15 16 MPB44Z, MPB88Z, MPB88Z P644, PB44R, P1346, PB66, PB66R Moment Post Base Embedded Post Base FL#13628-R2 2 a bD1v%iC 15450 SDWC15600 SDWH193QODB, SDWH1940OD8„ SDWH196WDB, SDWH19800DB, SDWH191000DB Strong -Drive SDWC TRUSS Screw Strong -Drive SDWH TIMBER -HEX Screw XU'345101rt, XLY3431016-5K, i.,dof ='o nt x` g.t titi, ,g-De :c^'<I; Ivb '.1 :sue d-!Onlhng, -rapping Screv,s v: tr, L 17 PBS44A, PBS46, PBS66 Embedded Post Base 4 SDWH27400G, SDWH276000„ SDWH1278000, SDWH2710000, SDWH2712DUG Strong -Drive SDWH TIMBER -HEX HOG Screw sir Dnb Point ^ 18 19 PBV6, PBV10 PC44.18, PC46-16, PC48-16, PC64-16, PC88-16. EPC44-16, EPC46.16, EPC48.16, EPC64-16, EPC88.16 Round Post Base Post Cap Sea# 1 2 Product Model. Number or Name SB5/8x24. SB718x24, SB1x'2 SSTB16, SSTB2O, SSTB24, SSf B28, SSTB34, SST836, SSTBI6L, SSTB20L SSTB241-, Product Description S'B Anchor Botts SS'T'B Anchor Bolts 5 6 SDWS182I2, SDWS16300, SOWSI6312, SOWS18400 SDWS19600, SOWS19712, SDWWS22400,SDWS22500;SDWS22512, SDWS22600, SOWS22600, SD"22900, SOWS221000, SOWS221100, SDWS221200, SOWS221500 Strong -Drive SOWS FRAMING Screw Strong -Drive SOWS TIMBER Screw(Interior Grade) 1 LSk;,!i. Qr,,-rd11 Os+ / 2 8 2022 it Q 20 PC4Z, PC4RZ, PCOZ, PC6RZ, PC8Z, PCBR7, EPC4Z. EPC4RZ, EPCBZ, EPCORZ, EPCBZ„ EPC8RZ Post Cap SSTB28L 7 SDW: 230OD6, SDWS224OODB, SDWS225OOD8, SDWS2260OD8. SDWS2280I r Strong-Orive 5DWS TIMBER Screw (Exterior Grade) � Produr t PilodDbbhu rOn be rPJur Name r�-eL�L� LrCt Oc", l-ill V U 21 PP844-42, PP844-6Z Pout Base 8 22 SDW ,Z231�2uDBB, SDWS..<:,12DFiu - ,. Outduor Accanu SU'uclural Wood Screw - M1 DuHS c 7 -' I11 f:;µ<,,.s F1 ni i1.i r., r :, i " „1„• r Lt ip 22 Rf>BZ Retroftt Post Base FL#13872-R4 9 S'DVU5LL7300SS .SDWS2740OSS, SDW427500: : OW a..'7600S5 SLAIV'S1; 800. S SDWS?71000SS SDWS271200S5 Strong -Drive SDWS TIMBER SS Screw - Bar F 84 ., FC649 5" FC6411.5 "H a-., Fr ,r, I, ` ...1 , .)Ir� . V1eW A$S1S I n o.- ;,. evio Tt V Sea# ProductModel- NumberorName Pro ductDescnptron 10 SDVUV1C400 Stony-Dtiwe `3DVVV SOLE•TJ-RIM Screw 1Co1 F 034e,016. FPHSIL1346,1016-SK FPHSD34S1214, 1H1 '1,1 H H l i,,14* ?14 5K i ni,. ift c i iin n f ar'e1�"hanC and CMST12, CS14, CS16, CS18„ CS20, C82: - slrapb 11 STN22 Outdoor Accents Hex Head Washer "' FC 4 'i 2 F 5 SFC6 25 a rOv a A ell with the ZQ20 L" FL ONS-R5 1 2 CMST14„ CMSTCI6, HRS6. HRS8, HRS12, FHAB, FHA9, FHAl2, FHA18, F'HA24, Fr-A,1,0 I;M_,T.,h M_,T ;r or:ed Shops ,1 ,:,,t ('::'t,la) _ L :'4 1 L. :, :: .c:4 Pt 5.ti 1.`>, M1.4SSC:225 PA5SC4 5 fv1SSC62S n,i „ �,I ,y� S� %th £ p y �+�Ara �rli1e:Cta�ir _. :1 Q X2300 Sea # 1 Product Model. Number or Name FJA, FSA ProduM Description Foundation Anchor 3 MST148, MST160, MSTI72, SIMST27, SIMST37, SJMST46 HTS16. HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Straps FL#15363•R3 �s C 1. Kb d, '•.i a _,•w^r a: 49 t I V6.5S 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA36, LSTI49, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 roil (18ga) _ 4g a S " -' • ' GBd5.5. MS(,841 b ,1. -,. 1 • ' i t / /\ V J J GH46-6, GH46.8, GH48-6. GH488, GH41b-6. GN410-8, GHB6�8, GH66 8, GH68 6, GH6N S. GHOIO-6, GH610-8 Girder Hanger g 5 6 2 LSTA9. LSTA12, LSTA15, LSTA16, LSTA21, LSTA24, ST292, ST212_, ST.115, 5T2215 I.SUBH3 25 SUBH3.25, MSUBH3.25 Straps 33 mil 'i0 a" Ps (2 9) Bridging Connector Soo # + Product Modal. Number or Nam® Al, 18 Ati 1f's6 As 1 8S6 Product Desorption 18 ga Truss Plates - :i..:i -.� i„-�.�;� 1 �::- �,`1gVa I : -.,�- 1 , • • I . 4 GLB5A. GLB58. GL155C, GLB5D, GL67A, GLB76, GLB70„ GLB7D Glu1.am Belling Plate 7 LTP5 Lateral Tie Plate 2 AS 20H5. 20 ga. High Strength Truss Plate 5 r;l RT519, r4Rl T917, Rl. RTE1t'+. r,RI TAIA, ri RTc,?n r:Pi TAIn r;lilam Rwarin0 Plato 8 LTS12, I_TS1h, l.TS1A. i T1,20 Light Tvvist Straps 3 AS. 20 20 ga. Truss Plate F,ylx:icc FiaillairJ runic : _I,p 5'r:.1 f'r;,r,Fter•tot 6 HGLBA, HGLBB, HGLBC, HGLBD Heavy Glulam Bearing Plate 9 MSTA30, MSTA36, ST6215, S'T6224 ST9 S712, S'T18, ST22, MSTC28 MSTC40 MSTC52_ Straps 54 inil 116 ga) 4 ASHP Hinge Plate Connector III Strnng•Dme XLSH Shouldered Self -Drilling Tappinq 7 HGT-2 HGT-3, HGT.a Heavy "Girder Tredown 10 MSTC66. MSTC78, ST6238 ;,trap, ui val r'.4 ,jai "'mews 11J a UFP10-SDS3 Universal Foundation Plata 11 MTS12. MTS16, f4TS18, MTS20, MTS30, MTS24C, MTS30C Medium Twist Straps 1 N:, I b1214 i -: F ,7; -31224 , ;,i78E 1224.3i< I , 41 i ,i, '1 I i„ L „ I, t, •e,` L 0w,g 9 URFP Universal Retrofit Foundation Plate 12 -, S/81 56, SIB 1 81 S/B. 06 S/Bf 37 S/B2 5Q SB2 68, S/B3.12, SiB3.56. S/83 62. S/B4 06, StB4 12„ S/B4.2'8, Si S/IJ5 W Tap Flange Joist Hangers FL#15730-R4 II 1 r4 ;, XOi, 28 %22.1.2K, Xa41 l016 5K K ; 1 ur•1 : r. Q Z 13 SiBA2 1218, 91BA2 12110, SIBA212/12, S/BA2,12/14, S/BA4.1 &8, WBA4,1&1 U, , op F'"ange Joisl Hangers §Sg # Product Model, Number or Name Product Description S/BA4.1&12,S/BA4.18/14 I ET -HP Adhesive Anchor for Concrete z 3 GAC GDr GOPM-50, GOPM 75, GOPM 100 GDPS CW 50 GW -5 Gt"if 100 GTH Gas actuated fasteners and assemblies 15 S1HO6S. S/HD8B, SJHO103, Sit1D10B, SrHO15S. 5MD15B HoldovvnsTe PDPA PDPA-K, PDPA-MG PDPAT PDPAT•K, PINW, PIPJWP Plrp,'VP-W. PDP.A'WL, Powder -actuated fasteners, threaded studs, and assemb 16 SIHDU4 SIHDU6 SIHOU9. S1HDU11 I'olh,)bv1'1" PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA. PECLDPA P'T'RHA3, PTRHA4 --1 17 SUCT, SIHJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete C1_ SHEET NO. PA 1.2--- - CD to CD O -� U A M I.OIADE PROOrric MIA SECTION�?rPGT Ludu,trse.. Inc. : t ,,, _d)O 0 ++ PGI Industries, Inc. O Q 0 O 1M05SW26sttwRoom1-08 501:5. ES R i rrda n.r i'. i-:3'; REGL' �OTICEOFACCEPT:A,Ne_E:1`t"II1E�f 1 �tBIIITTEU �t_sl_KEOFACCEPT.ti TAN( E: is�t f';III"IF £io � cu - �r BOARDANiDCOODEADIMIST)UTIONDIVISION T(9&6t315-2590 F(Tffi4�1sl�-_bpS� NOT" -' _ It_'E OF AC'C EPT.�Nei E: EN _ID ENC E SL'BIIITTED '� .�.� � CU Cn '� ` ` ,r,r.r L�le.aor.°«,�..r, NOTICE OF ACC EPTA. C'E (NOA) 1. Evidence submitted undet previous.NOA Lt ii %I ITS -�SSL�RA t F U :t-' e:t3 A. DRA.WMS B. TE STS (continued) I. uv! Da le Dq -a' . , - _ . ,' .. antd Economic CD -0 U � � PGT Industries. Inc, 1070 Technolor Drive, 1 hlanufactu &s die drawnigs and sections. 5. Test report on 1) Mir Infiltration Test. per FBC. TAS 202-04 O = O .L ) North Venice. FL ?4.'*= fSubrrrirte�rl rrnder:l D_� :�'o.11-010? OJl _' j Uniform 5tatu :fir Presaur Test. per FBC, TAS �0�-9-1 i �1 �► ! 1 K I _k l_ t F 1< l 1FK ATIO S 0 � Sc OPE: �. Dratvtug :\0 1ID-S570.O, titled "t'tuvl SlidmQ Glass Door NOA (LAf)"- sheets 1 3) Amster Resistarnce Test per FBC'. TAS 202-94. :zc+' ''10.15-0528.14 issued 1.'.: ,. i .: �:.: ;: ' ::::' .z �: r rile � � }, � ThnNOA i,betngissued underthe apphcablerules and regulatiaisgo,eiowe the use ofconstruction matefiah.The through_'1 of_'1.prepared bymanufacturer. dated 1005 15. with ret-isioiiAdared 4)Large Nflssik Impact Test pff FBC. TAS201-94 `• i,s'� I:r_'-! 1'� �_ 1 :tiiet�'�1`ESt2'lt�itTClifez «il,�i,.« ,ti�l 11` ,:.r O ,�� documentation subautte•d has beenrevie►t<'ed and accepted by Miami -Dadra CouutyRER -Pro di; t Control Section to 04,1537. signed and sealed b � .� L i lw �liLer. P r 5) Cwchc Wind Vie: sue Loadmg per FBC. TAS 203-94 : r; -� N E w be used in.MamiDade C;oumv and Mberareaswhere allowed bythe AwbotitvHaving Juradictian (•ARr. 6: Forced Ellin- Test. pff FBC. TAS 202-94 M'(_eiAAnCe :`1o.16-00'A,tW L uija cd fortheir -A E � Q Cn � CU Q This NOA shall not be valid after the expiration, date statedbetcratr. The Isliaitu I?ade C aunty Pmduct Control Se:ctiotr I B. TESTS along tc ith maike' d-up drawings and installation diagr<u1t of ,.'ir1vl slidaig glass door. prep }i�' 1; Mnr't 202 tanil 1t�:ltrer � Ir.:+ir = + `+ L, tti litre) Riai�cl P}-t"_' Lxterior• Extrusion,, foi •, and•or the AHI in areas rather thau : iauu. Dade County re In 4iL<wu Dade Court , ( ) serve the right to have this 1. rest report on 1) Uniform Static �tur Pressure Test. per FBC TAS 202-94 bvFenestration Testing Lab- Inc. Test R . os No, FTL 8549, dated 1110635. -sed ant `� `„ WIle-ii s ,them Door .:�:r ', . :_ ::i�s� ova 1�''9.'=.1 product or material tested forqualsrr: a�,�sci-ancepurposes.Iftrhisptcoductot tuaterialfail$topes�'liminthe accepted � ?' Large Missile Impact Test rFBC. TAS 101-Y4 ! rg � per � �� , _ ro, sealed by Ida111nis Ortega. P E {Test re} ore revised on 1_ 04 1� and 0_ 11 '16) .:.tva�e of.�w,.cce �%cl-k: l :'• ` : ,-,=u 110) „ , 1~ r . tee t � Vision Extrusion Linitt:ed Ivr, ..:._ manna, the masarfacturerWill incur the expense of such testing andthe AHJmaN mirzzediately. revoke. modify. or suspend the use of such product or material w�ithtu their jurisdiction. RER rteserves the right to revoke this acceptance. if tt is deterunned bti• A•Siami-Dade County' Produc t Control Section that this of alizei ial fail % to 3) Cyclic u'iad Pressuurr Loading per FBC. TAS _11 - � along with lliuked-tip drawings and installation diagram of tfinyl slung glass door. prepared b Test report on l i Air Infitrr:rtron Test. per FBC, TAS 20�-94 , � �_ - :} Unifonu Static Air Prcxstue Test. r FBC. TA5 _0_ 94 Pe Y;rAjtt-la ('.«_+aw4i sPoir4(,•.I ,,r I : rr,trI. i.d! While Rigid PVC Emerior• Fitt tt i„ns, for y z i : ` �,.� La,,:' I� "L !r_' • � r . , _> . _,- iri:n r 00,1tt _ p pwduct meet the regitutsnenaofthe appliatble biuldisrpacode. by Fenestration Testing Lab Inc. Test Rel+ort :o. FTL. S"1" .f red 22'(1? 15- sistned and 3)WaterResistance Test. per FBC. TAS '0'-04 � :I .-��=::ez {sties i�1o. lei-O'12.02 :.t+e t - �_'� � ��_;.: -: ' ;<a :rr:t �olutrous 17, .A This product is approved as described here in and has been designed to comply%vsth the Florida Building Code. :sealed by Idalmis Ortega. P.E. (Test report revised on 02�'15 16 and Q 2. _4-16) 4) Large Missile Impact Test per FBC. TAS 201-94 :. y•:a and Ll,htp, fN Lan N1 Itltr; tv< id PVC Eztet*-t Lac hiding the High VetacityHurrrcaue Zone. DESCRIPTION: Series ••t570.:"'0" fistr). Glass Door (Reinforced► w, o 900 135acorner•s-LAID. t 5ti�n8 ?. Test report on 1) air Infiltration Tes±. per FBC. TA 202-94 , , 2) Uniform Static Air Pressure Test. per FBC. TAS _J_-94 �) C'ychc Wind Pressure Loading per FBC. TAS 203-9=1 along with marked- drauv s and uistaUatioun diagram of sliding lass door. t '- n€ � mK K g PnP : l :trz.t>iout far ft'iucic�t� r atr�i I► ,�,, - :. ,• ; i"- 1:! 1 d. r_�l�si �; m,i 0' 04 2l :tier of Aecev:;m_ '��` 1;+�-12. 1 :.:l,ed to ENERGI 1 enestratimn Solution_ '- =;. 14 3 Water Resistance Test. FBC. TAS'02-?4. "Bronx APPRO� .AL. DOCL�NT: DrawimngNo..%M-5570.0 RevB. titled -,t'Lml Sliding GlassI)wrNOA(I_Nf)'� Lbeer 4 per by Fenestration Testing Lab. Ire.. Test Report :���. FTL 8;:2. dated 12 04'l5. segued ant `' . t°ieir' e a i i d I. izIiit-t-:..L,Ie: ofCap Coat" Rigid PZ-C Esretiol 1 through 21 of :1. prepared by manufacturer: dated 10,10515 and last revised on 02,-DI 2i, signed and sealed by 4 Large Alissile act Test FBC. TA 201-9-1 8 l �4�'uid ti . , sealed by Idahnris Ortega. P_ E. (Test report revised on 0_ 1: _016) l %t t 't r�,,, , fct A : ill, 1 i, ,, rt, 015 '16. e xprring on 04 16 '20t A Lynn' .Milky. P E.. bearing the Miami -Dade CoutstvProduct Control Revision stamp with the Notice of Acceptancenumbesarude�cpisariondatrbythtl0iarairDndeCon:oatyPxoductC'oxasal5ecsiou ; 5) Cyclic Pressure Loading FBC. Tay 2t:►3-94 Pam, ,_ 1 FBC. 6') For'eed Entr�W Test. per , ,_ 7. Test report on l) Uniform Static Aar Pressure Test per FBC, TAS .:Q.� 94 �) mp 1, '' Large Impact per FBC. • 1,A-M1P-1' '.^ miestrarictaSo`lnioPa' t,_7SA. i,,,4�o,ed ts. ENERGI I �t:i ;:,',:.: yo,trL+4 Iti!,. P4't: Esret'toi-E,�t usionsfor°"�" hidows�rnd'Dow s.'dated along with naarked-up drav,ings and installation diagram of vinyl slid mg glass door, 3) C Wind Pre:�sure FBC', 1.` f:.I 18, MISSILE Lw:.CT RA MG: Large and Smallltfissile Impact Resistant prepared wcbr Lraduigper TAS 203-94 : ut L: c�mr _ � Li>aitations: by Feslestratio n Testing Lab. Inc- Test No. FTL 8546. dated 1106,15. signed and along R-1ih marked draw, brigs and installation diagram of vinyl sliding glass door. prep . .:`_ :� '`:via: 1C' �10?-�9_'('. ). IC► Ott-�tC; : `� , - • )- b I See table l (sheet 7) and table ' (sheen for appLcabk SGD unit size; design pressures. resmfareuunts ryp sealed by ldahntis Oneaa P E Crest report revised on 0104 16 and 0?111,2016) by Fenestration Testing Lab. Inc.. Test Report No. FTL 6638 (samples a-1 dint A-2'l. e _� S 4 D 19'9 and ASTNID-63 t issue, t z `�.fl'\' tc �'z t:-zlr ta_< for c>•1u1� ;r, glass types, sill nser(see tables B-I 3t B-2.sheets 7-8) and awborlayout sheets requirements in l l thru 16. 2. Rind White PVC. Tara tNon-ss•hste) Rigid PVC and Bromm coated (Pointed or laminated) white Ri id Pt'C to be 3. Test report on 1) Aar Infiltration Test, per FBC. TAS _►J2-04 2) Uniform Static Air Pnessiue Test- per FBC. TAS 20_'-94 11 1 U 10. saimed and sealed b�• Jorge A Causo. P. E. (.Submitted under.V0.4: o.11_ 0107 04) c ite riiaterial 3) R'ater Resistance Test, FBC, TAS 202-94 r ':0 14-0916.11 Anwrica.. labeled per reEerenc edNOA's requireniesns. per 8 Test report on 1) Air Infiltration Test. per FBC. TAS 201-94 - : .'. - :c ':u.:: issued to kuraray I=. for their �. Egress, operable doors must comply with trim clear uridth or height per FBC requirement as applicable 4) Large Missile Impact Test per FBC. TAS 201-94 1) Uniform Static Air Pressure Test. per FBC. TAS 202-94 *-M rl t'(.I.a., < < <. lea.t and \\ iiltr) hiterla`•er". expiring on 07'04 18 4. Pocketwellsunder separate approvaL to be reiYe%%vdby Building official �) C'�:clic Rind Pressure LoadingperFBC. TAS 203-94 3) ti'areYResistance Test. leer FBC'. 7A5 `02-44 f - � �: ,, s sinner No.164117.01 issued to Ruram Aamwa. tar for tb,?_r LABELL;G: Each unit shalt bear peunwer t label with the niarntf icturett's name or logo. city, state and series arvi followingstatensew: "Miaiiu-Dade County Product Control Approvtied".noted herein tit Forced Entry Test. per FBC. TAS 202-94 along with imtked-up drawings and mitallation diagram of vinyl sliding ,glass door, prepared 4) Large Missile Irntpact Test per FBC. TAS 101 -94 i t: t�chc �l'rrlci Pre„ sr,:iire Loading FBC TAS 203-94 1 t t i :• i i. i:ucleat . Clear and Color PI' B Intel raters r�: , pii'uig on t) .ti+S � LU per REN-EWAL of tlusNO A shall be considered after a reneuml application has, been ftled and there has beenno by Fene.straticin Testing Lab. Inc.. Test Report No. FTL 8547. dated 11,041>_ signed and b) Forced Entry Te st. per FBC. TAS 202-94 f 1 c 1 1 I 1 change in the applicable building code negatil.,rtyaffecting the performance of this proctor[ TER.AUNAITONofthis X0A will occur after the expiration date or if these has been a revrssoa or change rn the sealed by Idalinlls C1rte&.t. P E jest report revised on 02 L 1>.16) 4. Test reeport sal 1l air Infiltration Test. get FBC'. T.�S 202-9-1 along ;;•ith iiuvW tip drawtxngs atnd installation diag= of .*,I sliding glass door. preps by Fenestration Testirng "Lab. Inc. Test Report No. FTL 6337 (samples A-1 thm A-5). dal L t ice i iI� 1B'C -5`h"E di'rion (2014) and FBCfitb Edir2,#,s _ I " r :1::aL�:facts:.ter dared 08 14 17. signed & sealed by Lvan Miller t, L matends, use, andor nianufocture of the product or process. Misuse of dams NOA as an endorsement of any product. ?) Uniform Static Air Pressure Test. per FBC. TA. S _'i 2 : -1 13106� 10. signed and sealed by Jcnee A. Cauca. P. E. f•SrrbruIned larder NO.-i .Vo. H- of ni. finzimCal iniere�. dates )-i 18. i 7. issued t v r ianuf 3ctiirei. S.crteil _ am sales, advertising or aother purposes shall autonu ically�te this NOA. Faihmr to comply with any 3) Water Resistance Test. per FBC. TAS 202-94 010,091 section ofthis NOA shall be cause for termination and removal ofNOA_ 4) Large Missile Impart Test per FBC. T.+IiS 201-94•..1 'A, coL, p; auce. pant of the aixive te: A,DVE RTI�E_NLEXT: The NOAnuniber preceded by the words Niiaari-Dade County. Florida. and followed by the 5 i Cyclic Wind Pre� ime Loading per FBC. TAS 203-94 C AIIO\S :.I .R. T� Pn caul N o. l %-i) "S, i:�tr ap expiration be displayed hierature. If any ortionoftheNOAisdis displayed, then it shall be p sP�3x !r p PniS 6)Forced Eat Test. FBC. TAS 202-94 l 1 Arch 1_ Anrhoryexification calculations and strtrctwai analysis. complying with FBC-2014, dose in its entirety. along «'ilia marked -up drawings and iast�nilation diagram of vinyl sliding glass door, prepared , t � r ;e�. I),, PGT. dated 1209 t19 1 grist lac. ze.::,rd ot, 0_ 1 16 ;rerted wd sealed Uv 1' � ' c , i 111 R INKSPECTION: A cop; of this. entueNOA shall beprovYded to the user bt.• the manufacturer or its distributes and , � by Fenestration Testing . Lab. Inc.. Test Report ;v o- FTL 8- 48. dated 1_r04.1 a, S and la l signed , �, , . ,, � A X;choir.. it : liner. P E. („Sr►iarrrirrt d rL tides NVA N6. i ' 1 'I G1.lrl �. :_ � fi • :r 1:'..I.21a.3 +.+.1.:.iSLI>rd to PGT IrldiLstrl"`":. for t1'_CLf Series �1 �1 c f� f� .1 �.••••�� shallbe available for inspection at thelob site at the request ofttn'e Budding Official, �^�, /•� sealed by Idalnu Ortega. P E l,Te'st report reviced on 01.04 16 and 02,111 16). 2. �laZiii"' 14 �r:1711es by.',t11 A°�Th�-1 '���} i,M l7 e 1 _ M.1 - ? - 4 rrL" k 4Lt.l wj d r'A', D-or (Reinfoi fed) - L. e:'kpiling corn 04 14 This NOA r e i ices & reneres'NOA920-0429.05 and zoa� .t`. �:eft'hi,- page I and e�idearcepages El-1. E-_' E-+. E-4- � t»i �A-• j .;•s,e_s. 1' E-3 & E-6 as well a-, apprmal document mentioned above. The subnritoed doctsotenratiaEi was ter; ie:ced bw Ishaq L Chsanda. PE. I:ttaq L Chnnda. P.E. PLoduct Conrroi Unit impervi:or Iskaq L C1tand2.: _ Product Control Unit Superr i .t14 T S ;,.;,;t , 1 - Sup*raisor OA No.:1-0203.0? NOA No.:1di:0411 NOA No. 21-020- '_'0A 1o. !1-0204.01 ExpirationDatet April14.:(1:6 Expirati•)uDate: .sprit l 4.:(,:6 ExpiratiouDate: Aprii 1.4.: : - Approrsl Daif;1Iarc6 :3, :0:1 Apprct l Data: \isr.!► approval Date: Marcel :=.: : ' :F t : 0 - . - >:„,cb '-1, 20!1 Pate 1 E -1 PGT Industries. Inc. CGI Windows and Doors, Inc. PGT Industries, Inc. NOIICEOFACCEPTANCE:EVIDENCESIB-\ TTED NOTICE OFACCEPI.kNCE: EN' DENCESt'BIITTT1D NOTICE,OFACCEPTA.NCE:EtIDENC'E$UBAHTTED 2. Evidence Submitted under pmious submittal E. 3LA►TE.RL-LL. C ERTEFIC ATICINS (continue) 3. New Evidence Subrnirwd 5. Quanex Part Super SDacei Stau arcs complti•me with AS'TNI C518 Thal Conductivity A. DR-','"TgGS 0.881 BTU -in•' br.-R= 'F. AS D4 F 1249 ASTM L7'3985 Oxygen -Pass. ASTM E X DR AN*r1 G'S L Drawing No. MD-5570.0 Rev B. titled Ymvl Sliding Glass Dooz NOA (LNI)- . zIieets 2190 I G Dun, bilityNo Fo -Pass. (Submitted nuder rei7ou s N0.4 . o. 1 J-ti• Oq 03) R P 1. Di,-v,%liar No �ID-55''0.0 Rev B. titled ' Vinyl Sliding Glass DoorNOA sheets g (ed ; 1 through 21. of 21. prepared by munufacturrr. dated 10 0 15 and last revised on 0 `22.20, by A. Lynn N iller. P-E. 6. Quanex Part r 1 complymg with ASTM C518 Themnal Conductivity 2.22 BTC: -u1 _ on throw 11 of 1. prepared by ulviilt;acnnrer. dated leJ QS 15 and lac[ revised on 02 b1.•'2: Cn signed and sealed signed and sealed b � A. L. nn Miller. P E hr.-ft=-°F..�ST�I F 1 � 4J LL't'?R-Pa5>. ASTM D 1434 Argon Pesnneanre-Pass. a5II�i E Note: This revision consists replacement of saute existing ulstallatron screw with list head L B. TESTS 1. Test air Infiltration Test, FBC. TAS 202-94 2189 I.G. DuirtbiLty-N o Fog. ASTM E 5•=14 Dew Point Develo�ptn>rent -20°F in 48 his. (Subutined 4 1 {-0.109. 0 ). reports on 1 i per under .Nb <\'o. 2) Uniform Static air Pressure Test. Loading per FBC. TAS _'02-94 VE.v ision tnisions. Ltd. Parts complying with PVC'-AA.\La 303-13. Voluntary Specification B. TESTS I. None. 3) Water Resistance Test. per FBC. TAS 202-94 for Rigid Pohmnyl Chloride ('f'vv'C) Exterior Profile -, for Vision Extrusions. Ltd.-VEX-1 by 4) Large h-fissile Impact Test per FBC_ TAS 201-94 5') Cyclic ''Find Pressure Loadin,,gper FBC. TAS 203-94 A A k Fenestration Exterior Profile C'ertificauticm Progrann- (.S'rihiniued smiler 0.4 No. 1 �- 0.109• 0;1 C . C:A.LC ULATIONS along i ithmarked-tip c1ratairngs and Lailallation diagram of all PGT Industries, Inc. S. Vision Extruatow. Ltd. Parts complwriag wihPVC-AAMA 303-13. one 1 N representative units listed below and tested to qualif-v Don-11) "91 and Dowsil 993 silicones. 6nburltred under `'0.4 N0. 1 w-0.V00. 0 ?t "R�NCE prepared by Fenestration Testing Laboratory, Inc.. Test Reports No.: 9 PVC" A-ANLai 303-13. %'ohtntary Specification for Rigid Polti^myl Chloride (PVC) Exterior D. Qt .�LI FTL-7"7,PGT PIA'5520 PVC Fixed Window unit 6 in dated 09.03'14 ( proposal). Profiles for Vision Extrusions. Ltd.-VEX-1 bv aA.kZ-k Fenestration Exterior Profile la u-Da I. ti11311n-Dade Departnierit of Regulator} and Economic Resources (RER) FTL-20-2107.1. PGT SGD7,80 ahiminum Sliding Glass Door(unit 7 in proposal) FTL-20- Certification Prognmi 2107.2. PGT C'A740.4bma Outs-&iug Casement Window (unit 8 inprnposal) FTL-20- 10. Notice of :acceptance No. 18-1217.14 issued to Erne:e_z Fenestration Solution. USA. ins. for E. XLkTERLA,i. C ERIffIC .-MON S � 2147.3, PGT PW71620A Ahu iinum Fixed Window (unit 9 in proposal) and FTL-20-2107.4_ their "Tarn 3040 & light shade (non -white) W11itte Rigid Pt'C Exterior Extrusion{ fol• 1 Notice of Acceptance No.19-0305.02 issued toKuraray America. Inc. for theu PGT PR7620A Ahtnninuun Fixed Window (unit 10 in proposal) dated 07 13 20. all signed Windows and Doors-'. expiring on 012. 01,21. '•Ti osifolt t'In idear. C kai . and Color P`'B GLiss Intel'larers", expiring on OVO CU C_and sealed by Idahrds Ortega. P E 11. Notice of Acceptance No. 18-0122.02 issued to Ernergi Fene�stra•tticla Solutions. USA Inc. for their series "White Rigid PA"( Exterior Exn-usions for Windows anti Doors'. etpirung on Notice of Acceptance No 17-0808.++: issued to Kuraiay America. Inc. for their "Seatr3•Glasit (Clear Whire.) Glass Interla• 07 04'23 and et; eviruie on C . CALL UL.A`TIONS 1 Anchor anah-As. FBC ti° 02.28,23. '.notice 3. Notice of Acceptance No. 18-1106.10 issued to Vision Extmn ioai , Litived for their -Bi ;, O (U verification calculations and structural complying with 12 of Acceptance No. 20-0203.03 issued to Ener`q: Fenestration Solution- USA. Inc. for -cap Coated (Painted of Laminated) 11 liite Rigid Pt'C Exreiior Extrsions forWindoa > Edition (2020). dated 04�°22 20. b}• mamiiacturet and sealed by P coated �1'liitr Rid PA'C Ezterior Esn•usions for their "Bronze t shade p Rig and Doors-. expiring on 09 {Ct `-I Anthony Lynn Miller, P.E. 2. Glazing with AiSYME1.100-04. -09. -12 and -16. Windows and Doors". expiring on 0416-25. 4. Notice of Acceptance N o 18-1106.11 issued to Vision Extrusions Limited for their seri. � LO Q complies "VE 1000 Tan 202 and lighter shades (Non -White) Rigid C ellular PVC Exterior Q D. Qi'ALII1' ASSL"RA`NCE F. STATEMEN TS '?0.:ssuea Exnrusions for AN iundows and Doors'. expiring on 12`29,•21. Q Mbmi-Dade Department of Regulatory and Econonuc Resources (RER)_ 1. Statement letter of confomnarnce to FBC '�' Edition (2020). dated 0422. ., manufacturer, signed and sealed by AnthonyLvrm'4iiiler. RE. F STATEMENTS OCT 2 8 YU1� � 4­0 U E. 1LA►TERLAiL CERTffIC S7IC>NS 1. Notice of Acceptance No.19-4305.0.2 ISSIled to Kutat•ar .4awrica. Inc. for their 2. Statement letter of no financial interest and of rridelaertdent. issued by marl, tuner. dated 04 19, 20, signed and sealed by Anthony L4= ,Miler P E . 1 Statentrent letter of conformance to FBC 7a Edition t?i1201, dated 02 01 21. issue'" . - manufacturer, signed and sealed by Anthony Lyrnn Miler. P.E. :3 "0 < Ti-osifoll 11traclear, Cleat-. and Color PAB Glass Interinyers-. expiring on 3. PrV,•ate Labeling Agent docunnwd r t between P�. 1 dated 03,301i and silted by all 2 Pnviwe Labeling Agreement dated 03t08,21 between PGT induf,,tne:.. Inc and 07•i ,,124_ involved parties Windows and Doom Inc . slenned by Dean M RuaadL P.E-. V-P. Engineering. on beh : Virtual U LO 2. Notice of A ante No_ 17-0r808.02 issued toKuramAmerka. Inc. for their °� "Seun1-GlasI (Clear Xtbte) Glass Inierhyers ex 07i040. both ems' Review Plans Review tom Assist. Inc. and . On G. OTHERS for tom Hance p pleted and approved 3. Notice of Acceptance No. 18-1106.10 issued to Vision Extrusions Limited for their "Brown PVC Ein-usions . , tb with the 2020 FBC 7th Edition � � Coated (Painted or Laminated) While Rigid Evetrior expo 0411,21 1 This NO A revises .f: renews NO.A`# 30-0429.05 (PLC► w;CGI). expo a 04 14 26 � for Windows and Doors'-. e�•piring on 09i30'24. 4 Notice No 18-1106.11 issued Vision Extrusions Lm»ted for RER Test proposals #19-1155 dated O1 10:20 approved by Isli<tcI 1. Chanda. P-F. expiring 2. The ctxrresit z. �Uciateci PL_a CGI file y21-0205.01- er%*ing 04 �14126. O of Acceptance to their 04,14;' l se•nes ­VE 1000 Tan 202 and lighter shades (Non- like) Rigid C Qular PVC w Exterior Extrusions for Windows and Doors'.. expiring on 1129f21- rshaq 1. 4-handa. P.E. lhaLq 1, C•handa< P.E. Z Lshaq 1. Chand 1. VE Product C ontrol Uuii bupei 6:vi Product 4 vnttot unit 'Superri:or Z Product Control Unit Superriror !BOA No. D-0.0;,03 NOA No. NOA No :1-0:06.03 Expiration Date: :irttf 1»::'`: Expiration Data: April 14.20:6 J ExpirationDaw April 1.4. !016 Appr.:, al Dore: March 2i±.:8:1 approval Date: 9larch N. Ml. rL .WrovalData; 2%1Xrch I E _; _ _h E 4 SHEET NO. May27, 2022 PA 1.3 W (D Cn —CD 70 > C- MIAM MIAMI-DADE COUNTY 1 no PRODUCT (D 0 a L_ 9_— _0 0- 0 0 CONTROL SECTION CastCreteUSX., LLC Cast -Crete USA., LLC Cast-Crzte I NA. 1 LC ...... (1) 0- DEPARTMENT' OF RECULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 . -0 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OFACCEPT,%NCE: EVIDENCE SURMITTED �Y) VICE OFACCF11TANCZ.- EVIDENCE suRmiTTED (1) C" 0 4— U) NOTICE OF ACCEPTANCE (NOA) www-miamidadegovieccriomv =) CD -cu U) -C:) 0 -C3 Cast -Crete USA, LLC 1. EVIDENCESUBMITTED UNDER 1'REV101S APPROVAL 903-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 4 12-0209.12 L'% I DF ' NCY suumn-rEP UNDER PRI: X*10t SAPPROVAL 4 14-0903.03 &_ 0 0 -= G) 6324 County Road 579 A. DRAWINGS A. DRAWINGS WRAWINGS 0 = -2 = Seffner, Florida 33584 L Drawing R%o F046 / 2. titled "Precast and Pri,.%iresseel L iniel Details ", sheet I of I, 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details sheet of .tio int! Yo VO4tJ J.? i i 'Tr, 1 4 o 4 1 PI t? VC1 i, Ili - I I .0 LL. M 11 CK3 prepared by Craig Parrino, P. K.. dated March 24, W3 and Drawing No. L T4612. titled 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Draw ingNo- %,, , p, 0 L1-__ M 0 > SCOPE: "Cast -Crete 4 ", 6" & 12 " I intel,';qj� L, wd TUNcv, Owers I ihrot�gh 3 of 3. prepared by LT4612, titled "Casi-Crete 4 ", 6 & 12 " Lintel Safe .Load Tables", sheets I sl'.,,els I through3o'3. all L I — n -0 E 0 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Craig Parrino, PE., dated March 24. 2003. Iasi revision -,; i dowd. 1pril 2S. 21103 hoth ihrou,;h3 ul'.?, prepared hy Crai. Parrino P I-,, dawd Varch 24, 2003, last an,' yeu!e,il�y ('ra�g Porrino, P.1 on 91 4. cf) C:) Cn 0 co The documentation submitted has been reviewed and accepted by Miami -Dade Count), Rl."R- Product Control drawings signed and sealed by Craig Parryno, P. E. 6 revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E.. on C- cu U) < Section to be used in Miami Dide County and other areas where allowed by the Authority Having Jurisdiction (AIIJ). 13. TESTS March 22, 2011 l. lest rem,rion Ixuralleslingon 4", 6­& 12"Precast Concrete Lintels Filledand This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Ci011ed Moikk folid lintel slhciinens. perASTME-529-94, prepared B. TESTS' CALCULATIONS Section (in Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No, 30404A, 614 10'03. J. .wire this product or material tested for quality assurance purposes. If this product or material, fails to perform in the sealed b,v Christopher A. Hamon, P.E. accepted manner, d1C Manufacturer will incur the expense of such testing and the AHJ may immediately revoke. C. CALCULATIONS P modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS 1. None. 01 iAl.1TN`ASS1JRkNCK this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculations or Cast -Crete Lintels, duted oj _N/W. 207pcigcs, prepareilb.), Craig 1). QUALITY ASSURANCE (wel 1_.'conomic Revourcev (RFR). fails to meet the requirements of the applicable building code. Pi irrino, P.E., signed andsealed by Craig Parrino, 1. E. 'rcte I By Miami -Dade County Department of Permitting, Environment. and Regulatory Allairs. 2. Caiculaitons for UaN t-( finte& thited 05,29/03. 140 pages, prepared by Craig 'tij. This product is approved as described herein, and has been designed to comply with the I sigh Velocity I Itirricane Parrino. P. E., si ned and sealed by Crai�� Parrino, P l..' E. MATERIAL (''FRTIFICATIONS Zone of the Florida Building Code. DESCRM'ION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: APPROVAL DOCUMENT: Dravving No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I Oft, 1. Quality System Manualfor Casi-Crele Machine Made Pret (Al /Mh'/% #VV1W,/ I)$ Alell I F. OTHER C`,a&(-(.!r0i0 !)SA, Inc.. detted 0811912014, signed and seaied' prepared by Craig Parrino, P.E. dated March 24 2003 and Drawing No. L 1'4612, titled "Cast -Crete 4", 6" & 12"-'002. 1 Letterfirom Cast-Creic Corporation, dated February 03, 2012, signed and sealed Parrino, PJ,'., cerlifiirry Compliance it o1h;he i iorida Building Code, 2014 Edition. Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last 2. Cust-Crete Qualirv, Svslem Manual for- Prestressed Products dated 2002, by Craig Parrinu, 1) F. cc -I liji-ing compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino. PT., on January 22, 2019, all bearing the Edition. L% 10i"M I Sl 111MI'l 111) 1 NDKU PRI-NIOUS APPROVAL 17-11N21AS Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 4 (18-0320.09 •1) - RAVI \(.S date by the Miami -bade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMirrE) UNDER PREVIOUS APPROVAL # 13-0321.07 MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1 Drawing No. FD4612, tilled "Precast and Prestressed Lintel Details". .sheet I q/ 1. A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612. titled 1. None. I ESTS County logo. "Cast -Crete 4". 6" & 12" Lintel Safe Load Tables", sheets I through 3 ql'3, prepared 4 1 None. (',prig Parrino, P.E., dated March 24,2003, Iasi revision dated March 11, 2008. B. TESTS RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no i "kLLA CUTION,$ LU change in the applicable building code negatively affecting the performance of this product. B. TESTS 1. None i N011z, TERMINATION of this NOA will occur after the expiration date or if there has been a revision or charge in the 1. None. C. CA LCU LATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS .%one. P. (1) 1 F I S I RAN C I product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with �� 4%. :harm-Dadi. Colitill any section of this NOA shall be cause for termination and removal of NOA. 1. None. 1). QUALITY ASSURANCE ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. 4y Miami -Dade County Department ofRegulatory and Economic Resources (RER)_ i.. `l N I FRIAL CERTIFIC\ HONS the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. BY Miami -Dade County Building Code Compliance (�ffiCl% be done in its entirety. E. MATERIAL CERTIFICATIONS H I F_ R INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL crwrIFICATIONS I None. ;Udditr, t el" Y F CW! shall be available for inspection at the job site at the request of the Building official. 1. None. Im., det;,J ij,v signed rfi sealed by Craig Pa? rind, P. E ThisNOA revises NOA# 19-0130.14 and consists of this page 1. oidence submitted pages E-1, E-2, E-3,E-4 and z E-5 as well as approval document mentioned above, 4/, The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. 4_3 NOA 20-0630.15 4.,461my A. Makar, P. M.S. Pro act Control Section Supervisor NOA No. 20-0630.15 -741elmy A. Makar, P.E., M.S. Product Control Section Supervisor fe(my A. Maltao. 11 Product Control Section Supervisor QMM No. MIAMNK)"ADE �. lx"4— NOA No. 20-0630.15 NOA No. 2,04.1630.15 ­-wI Expimtion Date: 09/11/2023 Expiration Date: 09/11/2023 F%piration Date: 09/11/2023 1,%1r; iiom 0.0t - (19!1112(123 J2o12a70 Approval Date: 09/20/2020 Approval Date: 08/2012020 Approval Date: 08/20/2020 Date: 114'20124120 Pagel E - I E - 2 3 Cast -Crete USA, LLC Cast -Crete USA, LIX NOTICE OF ACCFP'IFANCF-. FVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUKMITTEA 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 NEW EVIDENCE SUBMITTED A. DRAWINGS V DRAWINGS I Arone. 1. Aone. it. TESTS TESTS 1. None. 1. None. C. CALCULATIONS CALCULATIONS 1. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RINK). 1. By Miami -Dade Couniv Department ()fRegulatory and Ecfitt(-,ii)ic- R,;roan cs (RER. E E. MATERIAL CERTIFICATIONS F. MATERIAL CERTIFICATIONS I. Alone. 1. None. =3 F. OTHER F. 0111 E R 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cost- I C'umpliance Letter with the Florida Building Code. -1017 Edition, issued by Cast - Crete ( ISA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. Crete USA, Inc., dated 08108117. signed A- sealed by Craig Parrino, P. E. 4­0 (1) 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL At 19-0130.14 2. Compliance Letter with the Florida Building Code. 2020 E-dition, issued by Cast- CD A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed /)I.- CreiiiZ Peirrino, P. E. cz C_ 1. DrawitigNo, FD4612, filled "Precast and Prestressed Lintel Details", sheet I of > 1, prepared by Craig Parrino, A E., dated March 24. 2003 and Drawing No. L T4612, tilled "Cast -Crete 4 ", 6" & 12- Lintel Safe Load Tables", sheets I O CU through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003. last > 0 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019. CL CL< B. TESTS 1. None. C. CALCULATIONS OCT 2 8 2022 0 Z3 1. %'one. _0 U. QUALITY ASSURANCE 1. By Manni-node County Department of Regulator y and Economic Resources (RFR). VR/\ 0 Virtual Review Assist, Inc. E. MATERIAL CERTIFICATIONS Plans Review completed and approved for compliance approved with 1. one. the 2020 FBC 7th Edition U) by Debra Anne Klahr PX2300 CU F. OTHER M 1. Article of Conversion for a name change. O C4fellrny A. Makar, P.E., M.S. 6/- Helmy A. - Makar, P.E., M.S. Product Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630. 15 Expiration Date: 09/11/2023 kxpiralion Date: 09111/2023 < Appirto,al Date: 08/20/2020 Approval Date: 08120/2020 __J E-4 C a_ SHEET NO. May 27, 2022 PA 1A CIO INC. T1 IfT ItEIST1a10 A r,NGI ttEtrtsiMS COMPANY a•At tr111 A nu.tT. lit. ' 1• r~L:t,,1. .,' rr Lrrr '- .. IL _ ­­-.4. rt. n PRODUCT -EVALUATION REPORT REPORT NO.: 20-ormll DATE: Juy 28.2020 PRODUCT CATEGORY: ShLft s PRODUCT 1ft/Y-CAT11100": $torte Patneis PRODUCT NAME: 20 GAGE GALVANOW STEEL STORM PANEL MANUFACTURER: gftdFicitectfonProdtlsillEILLC, 4000S,W SI Street L.PhISFOSE OF FVALUATiON: This Is a Product Evaluation kot I,; .wa{I,,rA by Walter A. T-411t, Jr., P,E. (System ID a 1800 to the Global Prolact(or Products. LLC, Rule Chapter No. 61G20-3, Method 10 of the Florida Department of Business and Preleseional Raguiatlon This PrOdLet ilk hill" ($sued en Evaluator Report as desclribed heroin. and has been verified fox comp)luove In accordso we with rule 2020 Sevw th EdICA d the Florida Bulldltg Code, and to verify that rho product is lot the purpose .tttsnded Of lead egLriqfW to thal f*Quklod by the Codo This P,rtxlild Evaluation R4Kor1 shall be subject to revuow and revialon in tees*, of a suldMtt Code Otergo diet may effect its tflnkattiona. and Conditions ?a E*1llAENCE. SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT IP,k Q,)t Drawing No. 20-176, #tied -a GAGF GALVANIZED STEEL STORM PANEL", Wvitttl; 1 thru 26 of 26 prepared by l later,.: l„c - signed and aesied by Waitm A. Tillie, Jr., P E.; doted 07;2812020 Ttds draw!riq Is an Integral part RIl'IDis Evaluation ReportC al r�vIit- % `;! ` , * * I - � _*,� 't _ 1 yk W3 N,iA ibth Strom Ssdii:305. Miarni. Fhrri,la 11166 - Plttale. l o,t i F71.0 0 • �$y�IlJtt �wQ1 t r.,I..,.,••• rxouuct i.1 'U.LAUQN_ f1.tQAt,.Yu. a1 t;;:t,ill s U. TEST REPORTS: • nn Large rni$4�1,.{1•L1C1 8'1d fatigue load t9_L It} a-,.,rt+ t*,r+iutiato^d 11r1tfMB► P►1>tnlNools T1g5 201 ?03 111111 per 8errvwn iQ6 of the Florida 811111tling GO". UnIfar'q atabt. Kl.vik as oar TAS 202 Protocol Test ro'-,art, txepared by Hurricane Engineerirxa .+ Testing, Ilv_ . RA;Orta 0 46.509 dated UHX44J ! q96, li9g-670 dstilyd OW 18l1ldu,: . rf98-T30 tkltod 0912W119g8, all three sl0tied and soared by Hector M. Mahar,, P.E., Fsnswratlon Testing Laboratory. hic. ►epotte a 7032 dated 0411611908 .ind 0 2126 dated 1001,511990 wanesse d by Gelber Diivrond, P.E and Rc fwm No 0210.01.09, dated Mxuh 4, M. slgnod and sealed by Edmundo Larpaosp.wz. P E. and Henry Hattam. P E. TensYe !slot ragout No. 9CAA-197 oy CC Metallurgical. Inc . dated Matic'h 13. 2W,j. signed and saalsd by Frank Grate. P E lt.a STRUCTURAL ENGtVEERWO CALCULATIONS: On 20 Gage GAIvanaad Steel Stoml Pnnol for malamum parrot Iwngth n (lasign wind load, as WOU as rnsxit,tum on0or apacing vs. design wield bad ar,0 ptlriei length baseEl out ratronal and r,nmp'leraUve analysis, art :R accordance vela) section 16tti of the Ficdda Building Cody Col..ullobonz prepared by TlNeco. Irw dated 11MV08 and (W211.5, signed and bearttd by Walter A. Tdlit, Jr.. P.F 3. MWbSJLEI1APACT.REY$LSIAKGL Large nliseile impacl t)I,Lrer section 1626 of ilir, Ftorrda Iluilding Cods as per TAS 201 Protocol 4. WIND LOADS RESISTANCE: ^ Ge ,rl. :.D e v [. star l r Galvanized �t m Panel r 1 1 n a a has Doan vl f t+ 1 . sus Sin win d rid prass.uea Ma)dmurn;4ne1 length IMall beets Indicated on sheela 8„ 14:, )c l� 15. 19, i11fi :trill 26 M 2A of Product Eva;vauon Document (P E.0_). drawing hio. 20.178, Maximum AnCsr-r Spate stag be as Indic ail ri on shoots a, 9, to, � -i. 14 15. 17. 18. 19, 24 25 and 26 o' 26. of Product Evaluation Oocurlr:ra (P.E D.). drawing No. 200.176, 5. INSTALLATION' Ir;,,,)•. lt,tln shell be p,gr'orn,ed 4sn- fry In ACGOrdariCO worth detarts lnditated out streets :+ !line 7, 10thru 20. Z3. 14 J 2t+ol 261 of PttlducA Evak.auun L�ixr!r (P.E.D.), diawing No. 20.176 Mon vi,t^ reparation to glass Shari i�­ Indsdiltetd on sherds. 14 16. 26 and 26 of 26 .d ^',n:f.rct Evaluation igocumem tP F 0 'I, drawling No. ;f0-1 1`6 EA,",I+TI 1.�` R�� r I. .� fd0, 44 7 STATE Qr i4c r»�I+,.M w !,Art P»tr tMtL .l,rA,T t I.. L I ,.r. • uttcCO wtv ,«..t) M ..,w ••a "•itoc r'`1 aD 1a41 aat.lrMAULAWN "A" .. M.tl� M1b4A1 � ,,I.. •.I. (WA",, 1%, Wpll.. •• , .♦ ..IUXAwt oru�� 1hdr, •-t .�' - -IN" m r.,5 PMomci r.4.y • I,. r,v-. ww rP t C ) w , • rz . "w.*rr rem caww ILJ , aM,.,r,A.. ' ,...I a .L K'%T."I r . .1e 'a eel I I t i.a. : - I T,a1MI 'Jr 14 a1.10!w A't"W- !loot ,r "a l,Jea- Ir.C•, I. PrS1PC .PMILr!. :: vn. I •er.'I e•U LOAM 8•kk K 119111 10" ., w.-. •JCI,eM •a1aJ MtLr( tli'M,QIKD [Am •. • 1AItrak IM.,-•, .. ,•..t/A IKD r , a , < 1, K I'. 1 .•d) •_tto b avJlw n ni AIRel'o':. a•ut li" •,...'n[r. w al •rt•tutL W / .,SLWK ,L1IRI r _ W.W1i I•1 •M ... ., rMI.. K, /1Q e^ i•ti: . , "•r r•tlol+C'7 , • ,al •Iw.m,w, - Y-eas ,opo /Dell I.cI -WA& IKII M.•1+• '.w wI...A, tt-asol - . *IV! PIN ";I% Ae >, .• ,r4:•I«1 II..", rM,,. ,v1 s,ILTT1 r "O,, , ,. " ,t Ia P Pia 1714r .,.' .- , MAT'wrv. a ,7r,)•al.. -. .„ `01t' tw,p"• r." . ,I- ar'• .C, I ., ,*,intro r• , xt awe ?( [ill'r+t'. . low-1 twt'IM'il, row, Nt,r1 btsriplo" Mr. c .. P,IMIt+ACA t W ' WlpniNt 01 't WuM d r •�r,+ 'r MK,KM 'wolf Y4 • w :' 0:7M Il clo 04*1r.'r anus ; tw4i W fa'"• err."" to as< . v� r.c o*4I w. •'w- -rota In as Pv Ip+Clt.r „ L lio* ti n4v r boa ra:ko') RIU., ,a,'." M Y'1K% WX,,.•. '•w hill^% f Mft it. •, r •1 r .V I!'u r mruwW' 1►rr I .,KM.7 ,.per 1.' rw>vn M?`,n a- -I afro[ +,:: ._�[ • la wrx1.•, .,.war w.a,Y r1l, o rB rtrl'u- b ub sfp. a.1, •.' r1- xxA 11 ,M' U.r ,. •.a/rOfC•14` pr W-* ,a.o, .0 asL .Wo . +Ire, -1,t 1.t'tH1Mt r r.. .1a 4494 zWT# I-: 'trc,IaY•[w ..t• s!.r,: wu. a 'nvllorS.l 4. rA+- . •,a,gyx47 r•• Ki• ••. ,c ..'`. ...11 • 1 M r. aD 1 . M.1w . t � (xt-/IC1 :- . � . ..- r•,, pat; ..•-. ,. . II .-n , • r_ :+,..•. I • PLAN tAMµ1 : .•'r.... _r , AM ~ [Itt,'."a ! "I et" •D.N'JL ... • _'I .r•. 11c „ �• , I '. rKr •ar,+vr.lti➢»bw,P.tA 4Iye, It 1, .Im-C"Rra.1r tlk:lmlWrr•n.. a %%No,4.^C al,I)t111• t, I: -1,11I 4 •L-,rip ,.• r:'1.y 1~I, 0(-x4"•A,"•Pw,it 1KX,6' . .s er 4,Ire" ,14- I t4 Mel', ,11C rAM4, M I, wwv ,," Ix. ,ht ri"trMA LAG PK P1M:W I: '•: ! t+i 1311, +1. _, "I W. '►ll-)Q, !AI4 a':.p, •,. ••••xp.,."1 1�,"'J r'.• 'C� ,, III 'k ', *ft,,y YMI!NI IM'J :'�. •, .- . ., W ,.a K- '1 : ,Ale a w.'r`. , . •try, t'DP+P r :7 - Prr IM r11, W iJ, x I ,•1 eel '••r.,W . air b.M'' Y't• *. -.s o• AAE.JI . - w -•w, !r. • a rated C. ••,. t,:•s ,MUailt lr•.. a -' Irrw• It War,. .. tI••. ,!a)CF lit e(ML LML 7 •I: r \•..r v 1. • n- •'+, a aAts-1• ,. .. ' I1weR 9JHI I C, •' u . r . w. •1:, tSY tllt7t i a r .atria/ 1.1w: W r' tP a •c•1r' IF t ' : .. ' I • •' I K. atall.al,w %. .I Iw m a• [lb4,w•- .. -4.1 1,T_•w,. Sul • /L1• .- I- I .1 %­. I� .«'►.,c f. x .14,. w,.1r4'-VK rout „w. I ••a ee"Ri., 0'V.'W irPt, 4 , I(.. „r11 ,.Ilan WIt ..M_ ,w, .•a L .. ..\ .."I Ior" - I .'w•I ar %Vertu.. : " a „ (.r ap v "_. ,1' .µ ., ^', 1�!.,, ,I r:•. �x'LL; 1MMRWII, r1M JI. .., •.f ..w„ )! ,:+�t,CS . r_.":(.'11,1.t61a"11�I.'^,I, . ',aI M 1.N. * , W ( PWIT,CAwt°, ,y n'I. �I xfww, M t• w ,N a r 1,ivIt Ire( nl vo. It ^.Pater" 1: a V, 43^.. .._:- 314 tlL 1- . ',,Jill.AI" tit' ,•In - uJMrr7tl'r »- 1 , ; .'. _ . I -• . X » MID -•r w„'. •�,'1i) ♦ '� , •'r`•MR,ryah „Ir lI. ••.. w) NKr - +'C": r::x rN 1f.:,L1, .• . ,..-'rent K I:• rot' ! "*1 M W.L( I M t.1^1 ,:P,OK, • l'Aa+t t&A 4t�1I�,,a ��qI� f 1 • t i I a'tt',,L4 •h W, .• "it MKaICPY:i 1. '^t a I..A . v.I Ix e • • 1� : f,YrtKTR t,"Ce w'• . f ,. , ttaa. . .aT3 • OLC,) ' III • - I P •. -In -'I b' .'. ,. "I RI •,art„' , r I - II W Uft.#I ', ••aLKI. 11T Cab. -IfZ, ,1 ;teeM ANt' eel- I. I,1r .-.l •,w,•k.., I' V. n+ UC.,•At I , , . -, n•I..,Avrtl n .1 a la otlY - 1 e •1 heal; , ,.A -A b',t',,"Ri .4 erc... w.11t WM.x.. ►' ,. , -I,. *,rout. OR ».. I.,In, rn aat,! w,..t, Ii ., eryN.I+(•1" •"II, •n el MI, •M, '",- A^%KA00 ft",.I Iv'41 rMJIM 41;,,wRtr ; r.- a19met, • : : - t'W,L to^Q. t^r. It' 1 411 Fro p e';-'Oto`M ."I . -,, •(.1 f*" 11. l - t.I I,f„• r'r'V�t[ffi ... w - ".10.1 .J 41 . r - fIk . !aIPCw M4or,o,. . awl4".11I s, a t.n,n. OK IM, ! • . • V. . I '"4i av . " tnCVtMt OCL -1 n'1.,r. n . t' 'Jt.r.w Mr,,.r w.t nL!'VRL !• .t►'L, r1C IIrIN1 •,-,xtAt „ .a,C-tf,• . -_r r,n w, PEW::••-, .. .<. .1u..'. I . I. •- "C :At I04-:0, . ' 401 In A. '•.• )Ow. e[., a 1r11A,. WflMt 6 S. .w n•« 1♦, ' taw(• • . -_, o1e S. +e . n �.ut Ice . „ - e 'Aw•WI, n.t. 11 a .bell-, L -1_A} 4 wYI). a/c• II ate OV'P11<I"A ,. r••nC r: -5 , � w \are - 111K P. , `] ^"ItID,P"r M-I14.I' ^ III •A !r l it I,Itrr} - •y, 'l.,uM r• n .•e" onr'W 'Ire" ,,W,ji w111L1r(T. :}+ f ,.s..r'IC 'rift,. • I f4* t14. w,rlr .I,."/ reD. ,xw . , x.,/ w.,r.w •w h r...a,a w. .c•t %K%4 lt 7,. - 4 M.fa»L.Iv. AkL„•,bkolrNda1 'L end+ry » .r•i:„► 1'..tom Or t,r-rt� waCMtMI y tMlty i.„C nt't'A , Kr 5r.q • f W.tx]n o.A471 .! MMl' . , wnr•T 1.%4rc ••r (r w v• w. Eli1•rPalr. ,« •.a r • • 11 1,^t Is iht. ,. 5 •1Y9,9ar ' •J ;k- • ''.^ •A: "%4)W f,A ,11K00t ,.'a «' `4 4i•.1ef• r1.W.ftM r. ,w0t:%K10 Apt - 'W per rap• t.•. .',• XC'ME111 w. . •:'rI--,M+aC w. lI, "Ir .. ' ', a •tata„•-Pd ,!. , ,.We% VWVW,,.E' .0: • r1' LOLL %VWAN I`,:., tnALto I,rt, •v. K..I r.A aty,1 pM r. ..,.A."W' -,nit ee Al r•q..." ,(11(wl .•1'4 I" (Il Pr•1 94606-,,A.nl ,ant.Go. Pr,-.+,. = A c1 ,,CMC0 41'._ •'.uw)• ON 4k'Wn^ f....,(, a_atw f.. ... • . I,..t • a.✓: •I n t„ w :MIM f *4P III' Q' .•, o r, *I t,'1 I ,,. I • .W Mtio V II, 1, -" M,'.Lr Ica 14 w.r:(tlS. ,eel •.1 -r,p «M.tf+r1W I ,.a. w...YWY,MMP fl ,. ,, •Y:� V+rl'Ptr1!r •� n» A I r '.'t •+,A, PWtfAkt t•171• I'•.!i,11" .41Wlrrt r '.Vier. tR+X &% r,< n.,piet 1Mr rCw„n.Mll' °•- P,t% rf..w 4• inlu. :tit +n .t,;i !rot R+,"1r M,� r,..,»a."AP 10e rKtYsr C•r: v, at• 71. 1ttlet A.I •: k^' M tCp6 ! ':I rMr/[!» I..t •ILA v.:. • )t1 41"W 16:M W rYA, - .,. •,.;^Na 11h. *I ' ,et-, Pete / a , . ,i'• J I t, a 1,1„ . , : . , M -.6 ,W4 M .$L. ' .,.- a. I II{ wrs:ct.s,I, "AMA$ I r4 rK1G w 'At 11M, I,.rr . (.) 1. tA.'.:.x♦ A".&'t ll.ly,:• .A,. '-.: sa _ •1 11-W-MI w.-a1.:FN VI We. - . '..x•tL, a . i.0 - ,•iltt ,xA1.It .1 ,-.. .•W .WI-W . w*.1 IJf•L N• , •..,'d•. rot. PdMI_ •, IueC0•A1IItP W' , ..rw.l II I) I 'LA p.., r I •t:t- JJ _AM aura-. 44 taMLMAw'r :•' x.ALI •K IMn ... r ♦ ♦ 0 ,A'II .r•U:I rw r•.,. ! tAHIa .,1, » tut!" t.^• 11! .+'CHIN", , ra. t1r..r el ' , I I !,..' 'C 'CUD. .,I _ A; a'"r ill! wo 4-a ZPt'• n• . r },] I. �r" •q r W ,wn _7 xltwl 'I,•a$N0,11 1•.1, .r .L qwr.•►a.-"'.ot; . '[rn� +r") le Sfft1:, ')ft f- i at t,'It1, •�-•^ . , . w• . .,rb r ) ,• [[�� ` (latarl •iM•(Nb w 1 -Tate d IL[all'.I I .'.• • - w N.[I'Arlw Vu' !A 'txwP »• ., ., .. S1aIi�.Tx., j` _ { q,1� .... II •; '. W_­ ,.W A1t1a• „ I- t MM.. aft a, •, .wA•tl *14 /7 1U .-,rw w,u ,.4 t 1� • _`- FL011 A tt4N D,+�J COOL % Y•acAh n..•.kale Zen*' III,." la • • .xbar ILV. I. iD last W,/AmTID ,itltt i10M f w, '' n .. I kn 4 167 _ _ . `Rw. M71 ,I' .-'DM1 • •.i. b-tiro .r•rxrJ.• N, Iww.Lu n�cr tK erl.d'It I M `d^' 1w;7. ., ,... _.,. __ P..s,u wwt r ►law••• • ..' . 10 sarw^. L.»1x K. I „1'i I •,, w-I•M,.. ® • ,x"I" 041 AIM- ' waI Ina •r .• %n- arrteo ":,It ,t -w' -• • 1Ii. L=� C1f:08E1t RIIOPfCC1WH a li,C. 1:1- QQ 1 ,,... r.r 'PIS, . 'wr . « t b ._., � .. -- • 1na"plaice rn1 cw.aw •,.e w I,- •6_, �L�.�eerl .ram rM I T- .wI M _ s' - -_ ------..-,. LI53,�iI.I. 1 . K,TAlL5_.f�.. QV. ,I _­ L ' , --I INTO EXISTING...M=-CONCIRETE OR. C4NETE BL MRIAM mr..... IM 1Daa.( w M3 i .:Ir_ .v?ta) .. iIt 0. 1 •A•MIt a - ` tT11Otr A•t,.an tat1 H. `v .1I -t P .few. , ,, A % MOM �-, •'1 �', nit 16=WErMl,Iu6 qM "' I,.IM,) 1:srL^.r- nYn i , rn • ,ea,.,w v I C:'! - t1NaaMM rv,:.r.:, , u, - / +wa:lr. .I CeMItlIE,R Mild''^r" . e•'� I - • .r - r,MlMAltt•n w,>a.t; � - •_ j*w wVr 4. Itw,n IL+1'('.►l.,!�!4- t 1L,Lr {':_=sE ,A igi'l•pi.',..rlw7 t..•.J+ ' NIMtY,11Y, 1 1_I..(z ! M I' , 1N f, 1 retina PItaLII4 1" •w. ` . j r collto*t' a14roW#1;, tee 1 n I at �I�,�) 1 i. .... ` r 1rt# t t ( 1 1.y • A Y Or i MM' • I ,�1 , 1l ,JI• .( M,a� I rF .8 - I ' r 1 i«l�t ., ,, Wnsr..l.,.n,a. I- _rt " . r� [ 1, } .I '1 J / tl 1 I I :» I I� ,.I ; J z I. I , 1 $ # s t I 7 1 6. i I I I 1 PP • ' 1 1 1 Y I L 71 rr ,,,�• - 1 ') I M4 1 •, b. 1 t o M, v: t p Pt.LI •� N .,A••a • r V[M*ing4'P{'l' I • I ,..,.,, ,,,,, t) V I �, L..urr..., ♦ I i 1 {�}t :Jw Ni f M I 11 ,. y"ry^jyE�: t o YDt+w l r 1- ) err acM _ter a • • , �L,_ .�''� Amt a", }� r.� Mr - IL �• "i ^„„, I rt1RMe T .- t: w,i settI. .♦. 7y t1. �� '"rt .,Oa1L am.MrtPr MWw eI , i! 1.'� roues rMw I. r r1, rrAmot4 ./' 11 A •u J rtrt tr/Aaull 1M !lee' telteAli 4P o: `,1 ,oal..t I' act• a X% rta II04I C. *"It I M1IetIl.+ * veer a M4a IL, - If _ I I•wal,cw n -H•1 . •.IR\o•.1 '.� .,,i.h: K . tt4a a-Q . KAu era.• to- -fal.ilrW I i yKtry P a D• I ei +�'t'II,aNA `%,I! P:C!'..fl�Ar.'ft S°:�Arl,'S M d ,a 1 g I.,I •Ar' bb - . EKI"CM alAJI In 9l , .M �4 ,I Milli 0. AN, aaY ,rJ S.. "" i tie A tl<<�1% PiVA L.'. .*�L .._y ILo11tDA a1rKVW'o CO" (teplyawa lr tlllrrk4•• lww'. I+'/1af. •tutu - 6 __._..,- T„ C•W IMe-r I A $ T•M 1C P n, _ rill' "� It •, •'o P .Yr' r l ► CM suv rc , t 1 oer 1 Mee lea. AWt 11, i cwa t1 atiL,rM11, 'P , ' a, Sri, .� P� -.. .. .----- s1w Hrl . «.ISO. e1 :` 9'' r411'',� s !dt!a T[CiION PNOOttC1S, LTC, ,MI I L E C O I/eR COLING'. 0l(TD .. �S ye a• n t>v Icy, .r - r to:73F --w R n••. I R '%-% :: - R_: .r. ».W �� EM."' M...,. w1..t M.r fell t rr1116" -err '201-1)a VAU Inr -•4I. NAME 1P�I��je,`� - 5.,'Iw�i6o �T.^:, ',�M '"•: _ _, •ww.M 1p , `*..Flew- I ,. .r,t 1. . r o ,. .,�". tI.ile' b a _, i!•; PI, , ytg+ e1 » UtAILcf ivALVA�. Q_z"f .j L41 I 16a. RACTi�It ncs AND s P 't HA fS C ..IFI 11IrAi�E�RLI _C. CATi* 9114111 be slrk:tly in a=rdar" A'ii)i ion eral Notes ana GLlnlponlar s indicated an sheel 1- 2 and 22 of 26. of Product Eva i,mvon Document(ls E.D ), drawing Me-20-174. A^r.f%or aper4;cIt;0n* #hail be, Act inr!lvwtW On a ,o61D t, 7 r., rl 2t ul 26• of Product Evaluation Doctimanl (P.E D.;. drawing No. 20.176. 7. LIIMITATIONS AND CONDITIONS OF USF! 7.1. 3fN11 tit: Vr,(1ly in txxnplianto with Gbner'al )'tuba No. 1. 8 Vn 14. indicated on shed 1 or 76. as well as General Notre, if t III 4 and 11 thru itt, Inairsttitl on sheet 21 of 26 of Product Eveluption fiMUniernf (P.E.0.). drawing No. 20-1716 PreWtid by T1')1004, Irtcl acid signO end ,walled by WWallor A Tdid Jr. P.I: 7.2, Ptuduct may be installed within HIC,N .,FLOCiTY HURRICANE ZONES as donnod on w r,t on 10202 of the Flonga &Ljn ,Iwg Code. 7.3_ iPioduct shol).JnIP• Ell inrs'katlod'into pounrL4 ",r,t:rata. concrete b4ock, arcs wood fra7m ss6luctums, .,Just EvaluationfRopon praparoo Dy Wattef A Tatrt- lit . 11 t (Florida L)aef'n", 44167). President of Tilleco m- iFsertda CA-000871%. ,,11,NI"ra•4M,MN ca Tft�jMyr,- p� , ' ✓ tiy. •56 4L t ..I„-"wf'-- . . 441BIi s ) . �p ` .A'o .SC 1A.. I'LL a is 'k"r ",v,�yra..At jhl&litt,lA, IPM1Y. t t1iC0AQY0NIi1C0kZ-1 I' L •PP'Wr XtG1_011ALt0>.0, ",III%P-400LICIS 1tC.X6JALA 'I `h,I- :'ILL ti1714k1FAMIDOMV.I-•s'KC+C)4lr4eM4N" ....Iw..r.a..rw. _Nc I / llltll) : . � 74L TILLIt I1:5TiNG G !P M11WfRINQ COMPANY 1.1In4 .!W I rL : I . l !b'ttQ,^',�A bx l r[,'„LI PRQ1?..le !�t_`Iri��,,l..,°I"lO"V it -PCB t" ' "4`6r RIEPCiRT Nn:20-0727.02 OATL .1uiy i7. 2020 PROUCc t CATEGORY, Srutlers PRODUC T SUB -CATEGORY: Stormi Panels) PkJUUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACI URER GlobIM Protection PrcllClfim.,LLC 4im S,yil. 51 Stre*t Davis, Florida W t 4 t. rrURPOSEOLrEVALUATION., + PMUCII Evakraflon i1e:>,:-I1 issued by Walter A.. TilliL Jr.. P E. tSystern IL s'J+1i to the Global Protection Products. L'LC, Rule Chapter No. 61G20.3. Method 10 of the Florida Department of Business and Professional Raglulabon This pirc,Io i,icl is being Issued alit F'1'ell ion Report as d'str&utrLw+d,1 rwia+wa antiayy been vlarNiaC far compkence in arcl,,rd +rice with ltto 2020 Seventh E:lltk,), nl the Florida Budding Cods :Ind to verity that '.tic pr+r::u,,;t is for the pu'poso intordo': at 1•tast equivalent to thnl renki+trail by oho Cork ThI$ t' ivduci Evelu4uo'ti Report 5%d ne sublm w review arw rovlition in me of tl BuikSng ,,--dr9 cronge ihet muay a'^' . , . I,ritttationt, and condltiGnti 2. E1fiMME-5UUMiTTED; 2,1.,.pRgpuC t E V,ALNA� 1 IQN ,Do re U V ENT (P.II.D.): Drawing No. 20.I75. tilled *24 GAGE GALVANIZED STEEL STORM PANEL I• okltts 1 thfu 18 of 111. l.i-vartld Dy TNitslai, I . honed and sealed by Waiter %• Tin , P.E.: datod Q1117,2J20. Thiedrawinfl r, on mtggtop1bQ4sR'jrFva(.At•,'IReport 0:1, ..,:.. ,)1 - _ 'i: 1•11157 ^S I.:,� It * * s 3 3,' S'Alt, Ot ,- qT g % It' �)Al0t' x Wee t:N u115 .$N,W. 1bah ^,ir«i, sut:c 3o,;. Miwux illul ,J.t il;166 • l txw,t (3+a. )'s 111o.` ;ALA •I5t6 ' _ --_.-. ._.__.___-_-- -- --- - -- -- -' r_ -_-_ _._. C.OPS?Lt ._FOR _ESUIwAR.,, lt_.,l.lEi ;:AfEDC _fit„ISM PANELS MiEt t,r.'.,'V . I.. , ,LIB rho * , rob' Ov,,R./ a0+MI '. [ .. ,..l,9• - ..i - sent' .. - , MI. - .,I,�" M M,. tA4 $LCI' fi h y ra'rll a-Pbt . A, y. `�i yy Y.'I�. '. III, -Cwtt , 'I`N.. u.'wkf i@ � .gIYY.. 12, IyDIJ' laQ'- � ,,... •'t '4. ,e+"y c•Y ,• - I ` PWAI ::c- .+ rwrci rev \ {{„� \ ,ANN x III—w / :•'u 'a era. a ' 1 ' e' N p.,, r ff F. ( , ya7 11 Ell I-, ffilIBIL PA El. 1l EMn STORY PSI. I • f . . I • N MILrD iTl4.p' 4 . .r ,r , A 3 • ;fief' , ,•ii� ! s i 1,. 16 % I111t' IM 11, r "!!' C ♦ _ - .,,_vs,' l7) , a I .11 ••1, a,l . ... , It.-W, - r ' t i J rip• . ,,, - I alw,• , a-_. W11, - .awrn LCAKt• • _ -.Arts ,�. nor : • r; _•• a. » ) eel' HEADER 0-11:�4ff, o 4; � e � w rat sm ,ore A1'IGLE YrtiM T. . - RFVEFME_SIItQ 11• w M.rt • , 1 " I ' to . r� i .: r, :40- i li - I I._ . � . I I , I- -1. ;, " C, ' i t� 11. C w„1M1t' :aJ" ) . , a•I�G. w'.o.' 4,^ . I ,WEt to•' 1.ti I ,uwJ a .. 5 BEY OL .WASHER _ low o": ` h . r'F , '_ TRACK ANGLE 6k ��• wr_ T I( T M PAA,LED II 4r11,_,I f - )IP'P I WBiITN Slur, I75Y `` -. .M•. 61%,. fff ",, x I1j _i IIA'I, `� eio 44167 dJ 'i'' . If l- . rtottioo so14»tA: Coo[ vtlo,", M. >,r• Zone r1 r_ _ c _:� � � "'k1'I.'11wwf wtal. VIO, ar 0", 1 :":.'1, .MI 114. ., r II ., 1 ,1'Dar :-'.% ill�jii- `4.. i I`)I ' _. _. ... .�_,_..._.._..., ►-41 1 ...c �• 10 tillGl La-raa2tti ..I, v ,.er. t t __ tern nDa", - AT P `c'F 'r - •• '( "''" _.. - j .. i111.08AL f'Itfl1EGT10N P1f0oAJCTS„ tLC' x„ ` • . I� LTECO "' }� f I rut• .. ,•�), r- 2'x7'xt.i4� rA "i; , s. ¢,� . swat..*, _ I... -) ra LA �a(r��[ r oft- 70 1LtIY81tl�.mra# w �,.•../ '..• ..., -Y ....� ,. I i '».EMI n. •o _ ,L(wlr... I H-11f,• .a . IW.•It11 f11PI•I I/ Mn,nr_w . r., a Mt . _ _ Ern, ) s - I la I -t , . I •, -_.._- �•_.--_........_- . .. .-. _. r-�_ _.__ _-._�._... ._. ... I(1 T,i�L.IPAIIO,N..�IE NLa,.,.,,If.GR REx1bT, Italli]._P_.71,I�I;i S �L ���.�S DETAILS M ;,k TALLARffi tit„Ei�.I=_ j,L IH.TQ_._E44 _EXlS1IN1�NED CONCRETL OR CQ £ SL.00&MRUCTURES tea_-6iI OR. «- III•...,r.. _ . 4.` r VAUD-E8.,BEG4W. UEE. AMY AK E--Z..kIAkIG._SMW P� ....7 f r 1 I� +-E _ r ; .,,.r ..... i 1 "t' v .,....M �- i I ; ; 1 { /.- I ? 1J ; i I • , I M N : 1 ! - - 't I t , I i - , yy ♦. - •,!: a I-r , ,li, .......,...-.«..--.. µ ( 1 15.11 Act •, , .. , ) j.. • - r Ire M, « ..a w 1 11 fir' a I .!i 1 I— " •Y i F ..YI• • , ),\h - '1 I"x"' _ . ,., r s a. . i. row • .• 'y- a"'. 1 1 -1 � au. 1 i t iG•e 1. a'P n' f o I y1. ,. ..., t._ _t. 1 - � f ,I i u f i 1 ^U t 4 1 4'I, + fL ( � I W ��ti I-.,_ „r ' � . ., .,. w,r: r•l11.1: I'•- f A I wwwww�,1.~►t 1 'i) CASE b (PL#_ t» �,S III.— ticI 'I; .. fell ,. .... eta - .N 1,Y.,_ rwPeTt wkat■ I t t,w. Are„. P•,-N�'�r.y,; a. '1" [ u,r aP f..'a'ai •+- la1i1 ■ p. ,r,�, «� i 4 - V. ___.,)+4 r�' �Ir .r,il .M"»r"°` ` -i/e MWDA I ett U41 , _ y_ I, "Tr, e A .I - - ' Ucl, �194 16 •. n..• -+ Im _ r.r_ sr. t ' .. Ire,,, It .4 ,I�� rI 1 pAI u rxtit+. rr--��-- "' '"I„'at M.11..I:.11, • 1». t' Mee Nla" 1 ­5___ .•1) i^: •t ..''•''^ N .. vfu I.w L. It, iTL'a" . "4 .,a'1 --., , I �vj.' t _.. /I LCAL LIII6.- ,..f 1 _ _ J .Eva h,At1Ia ..1i +. vlS1F �1 k. *' - ' 1 P,[nYMIE9rIUY 1 v • K4 a . 1 Y.,:n 4.1tM t. r KAfl:..w..(,.. Cat+•tit k ,151 ', ?iAtl� I IM WIei :.- 4"I . 1 WI*AL,J%.a T x,;hl , A. ,> =ems a+a .Lc :' ✓ rtarltta I. w n Velocity -- ootil,Nvlriso 1� P a141QNP4 c. � 11ti _., re - _.__._ � p.ra a•• a 1 J' .u. ,rue. •+ l„;lp IM 1 .• gA•, g1r,t'e. ., I, �; AlEt7 .-..:...., ,...,, r ri1 :TPkMY IAMtT_-� ' ... #, .,�: I. ,wr- �" ~a" I. W. aP1iP•Y" '.,MAi •Mil*" '. A y T i C�"f CAWtiiliti,�tf1 11... »IM ,,yam �^-fi ^^ • ^•�.. W. ija/1a- 1 PttO Tr TEC'tION IMtO K S, LtatL r '" ir,C AIL CRR se"I S REM8M !t'. TV 02 , Or - i I �. 1. a s I a , w _ i 90TT01i_ is, AD.tAG� �'+ 2t h ' . �,�`' ),�„ .r. -.,`_ � ., 1c' E , I. 1111 r wawa r r.r' rail[ ,tit w•. "'ll, " , r T 01Mf4 A, .-'iaT,r,,,M;;; iMM A 'tl.r, .• . u Y-.I.r«r ` Oar, � .... • r . M P$OTlt;LLllAIIA: ., :D•I',r♦ 2.2. TEST REPOF ,�. Large rniss,lc ,mpi I.. . . "i )Ai '.',,,i L. ' - 01111)rt.t toms pest SWK)n 1009 . • . , f:,v f:-,M •` r' , 'Lliah't yruo i,i, ", •' .rwMIAM 17nt1 a 14. , ,I - ' +11.1 rsr_ .. ;: A.moriCDn 1 w.-1 , • Lab of South Relit r -s•T,ed by v'v,l . R. Atehner. P.E., _ ,-I.,11-. 1 ,; 'am Rea - r' 021g,01.09, der AVI, I p,r� J +lel1 by i. ,:,..• .. Larg ada, P F ,nrJ •,.Morrf '' wi.."6 )1rta!4;4+ r' , „I,J,� toadloos per Prot ; I:r,, ; ?. i:" �C,9.1,,.. `"a Bulldino Coda To '✓ ,u3 �y H• • :, I b c ':;c. • I Report No 1123.0 r `. rlrrltMPr a = :1 and %"tQ; , , Gcozalez. P E TtlrastkP test ropdrt .c . ' -, ' " . ; 5 i9, 5 gr od .'trx3 sealse . , r f,W ,'•.e.: ' • • • ; .:W: r1?, per QC %olaillurgi t:., .- _ , • • 'jjf...J ruxl smled by JOrr ` - e, 2.3. STRUCTURA4 t_r , :. •i1$'«°,r1„:_.,. -- On On 24 Gage Galvi' n c !:xr'w," 'r!t . , wind lead, as rod .'iv . -,-t,;. r �,I ; ,,, long ^it based one '.. • I., 4i,L-r1., . section 1604 of if t •p?tl Inc , dated 12r I Wit .,1^,,Y w 0„W.1'I1I. . 11I ., j Vja lr ty ;, A TIKJ►.PF S 3..MI SiZE IMP;',,", ` ,I i aid+_ tArltltl rint"to imps 4, Mipq :.' SSTD 12.99 Sinew 4. MNO-1,,0M - •. -' - L . 24 t.,nge G31vani 1; . . , . presswes Motwl l.el`i•,1 , 12 and 17 of 111 of a s rIu taro I NaxifIrd n Anchor! i :rr.,i 18 01 is, of P .. , .... .•n. I . .... ;?4..drJtt Galvanize ,. -, :C,' I,,Aloarl, as a nt n-!)are . ,I > l Z. 11 z e^ai101t:l'EVALLA IIW.',MjlklttI •1) :% 7.717,W r,, INSTALLATION: '. I, lain' Ei•at : 1ae t^rn'1 ! t ' Lis . stricliy lF1 YiY , . ,ro h d•`tfti s Iftdtcatt•., wa •:t­rele "i thru 8, 12 thfu lit of ill, ,•' 'fuc:P Evaluation i.locurnrn (P.E.D.), urnwine No. 20-476 Minimum , _ n to Sm-N-< *,hall b,+ ee ,, -•,i,,.,(.n1 vrI o:'•,)tll: 3. 6, 13. 14. 15. 16 and ,- . , t ProdUGl Evaluatior. Dn,.Limcnl rQ F 0). drawing No. 20-176- 6. MATERIAL CHAR ACT F,RISTiCSMO SPECIFICATIONS shhu be strictly:ro 4:v t;;,;Ierx v.1:Fl .:�Cnvfal News and •_ r• ,;..acne}, lflolt;.11,;c on sheet 1 and 2 of IM, ^r F?r::owo , Eoaivalion tirri rrl,•I' 'ft r• i) ;. drawing No. 20.173,, AnOri • • :,,,;,Merin•, rhail be as indite I.'1+�let 1 of IS. ni Product Fv1A;;, ,:u r nt W E 0). drawing Nor „- 175 T. LIMITATIONS AND CONDMONS or usE: 7,1 &h6g .•+. '' , • • cI: wtth Ger:1 .' S thru 11, (nd' ' oti sllept f i . I . ,,.fib •n f�L -. ' - . drawing No. 20 � 1 rPnrrixl py i rlTeri:i.-. I:, , 1 v. ); 1-.4 I r 1 saafe,i e W t ,f p E b',.-*,pd..i shall nlA Instwthx: ,,. -,,�'H LL(d(.i:'r:,,•r.i , _',A* :. , q.u•r, •In 1620 2 Ul fnei V!u, , ,'vq Cxxle 7.3 t%r+: .: '1Lect into P-.,,:., _ . tr:, concrete bl,,: , . x} 1Irne vw(.ivi"wts ) ,.+.itMlor-i Report Dr"o ar ,. ::cr A. Tdlit. if., 1, t. I .. ,.,:.ohs! Pr"i0ent of Ttlttwa, ki:. :_'A-0006719ji „i4,;,"a1Mlr%) ,? I Ttf Clog Y_ .)._. 3 "• " T t x- 1�,*Lp. _ tt ,.,: ,rot v , . ___ . .--------- . - ' 5/ S, I i :l, i t'w, t i o, Bee . 1.. u sWW,j Y lr"• i , t, : , .: . !' - 11 , „ , 0. . 11 I 1 - ' 4 i i j. ; -.V•�/ 1. ;+r a rp i enroll „„ „ '; I W i... 1, . - .. w „ '', it 4 ! II, Xi, Iwh t, ,_, ,. y, \I W, M1' , .,, I 411y i t D.t 4 «. e4ly 4 C% 8 ZOZZ -. .,"I M a , m. ty f s.lti . pl! ant , . '..1.11,E„'1A ,�iN P Virtual Re \/ . .4 ;,�qi,-' " tans Re view view Assist In . for compliance With the Zpd and appro ".m) ,..: Y Debra Anne Klah p1e� 7th fditi V"'� nIJJ,rIItCi 4„ 11 tl.'11 .;. n J1 E /�rv1 .. 1 Z30D . tix' , t f;"-., _ „_ ... _.. _,�.- rLok . _,. CC`D[ tM•grI W.,c ,_ 1, _ :,on. .+. r. '.lib K .E ., ,r :1P1Tro StLFC S10e11 ru41. .,-..O �, . n _.---------- .,y 1 ,, .. T i l l C b Itl6lWt , r r tDi)ptJC1S ,�Or I. KI r.. t ., A.Y � 't �+4 ,.++.M.wu._�•.. V ...... J..+..-J,L�..w._i�_. �. -_. .�,._� ' tea, - ibv ='ei' ....w Y AMUM !. t- R___i If .. _ .__. _-.) „A 14•4•_At w c,c.n a .". rx..,..., ..,, ... - ` ... -.- - w DM "i11""' a i II • 4 lie, r IV ' • .p m 1 1 i ,. :.­; , 1 } .. ., l r`l i- 1 II ,... ._*..4.";.*. to t4i�_M ._w.iA.G6-- 1..;_ . s.tL �, " , . . , .rt 'i riV;,i K. ATOU f AYAIii. •, 8a,tD,,. , .A., • . ,.A,t IT , , ..-), way U 14 I I. «,+. 4- ,� ,Ire "`,.�I ,,,! ,�ti .- I III S7r C, n I $CC"rlfi,ts_ _A: , ; ,' - I Eta. t:�1 • • ,. .Uh, . tit ?, .T .,,'Flit','' rI w ,' f IQ, c • ✓ tl ItC )II,Q '•.'`11 �, t0••r1QA 9U,u- - 'Mir; v.,CKl1, N..• I Io•,•1 wrr nx n . ,. r rot Y PANFL reel WA . Itrl Dt �u •#: E .. + lee,,,., "'.' ` S it Cr �I L E C O - ` 1.11 L r'1TECTiON IM i' L,.. �,!, . ? ;' J }1':' >e� rear �' .r P­.- w 1 r. 1­1. r f A• ti - j �p �,. 1. ,, I -i- . (L) () r- M as d) O & U (ll � _0 O (1)Q O � M -0 n- _ M •, () (1) � Z3 U -M � .U) � C_ 0 O 0 0- q 2 � t 0 L- m O � o M E (1) 20 2_ r- R M Q 1 /mom .11 . - CM fj (1) co U) CL CL (a) U 3 C -0 a_ C w tarrtllK W co Lli 11111111 JL 7-7 .1 - T I 0- SHEET NO. SH 1.0 "I W10I 40 "omit Im-an =.MOM^: M SEW MW11 Ipm, tv 6 Wrifte 41m _t -7 r rAr -,Not ��i 7 At Wo t of." I a No /* Jr., 2 OkI MULLION ..'&HEQUil ho 44167 Il $I""" Wil MONICA COM (Kith ye-w-ft "Wr _V, PM .1 It TIN -C In cm cl "m Mft Own AIR 1 LIC 6 �XOW MTECTM PROOKIM Ucj 1- IN, Pa PAIN OPW%194 of TW_1* 411, wpfto Pill -Z 1M_$T_AUATJQX. -DETAILS FOR REGULAR _f_ANEl1P5__jA;__14 INTO --- WSM WOOD -STRUCTURES F_ ._:-� Ot lr)?: ..,• - .«rw: ..Y •e•n '� F Y--'- MlAI �riw im, MIN ow I Mail:. W- =40 14, mn, XULJI UWALLAIM A" "IMA= UWALL00-n AMINAM I Coma A n4QL.M"K7jKQ WAU­&JaAM_MQLdtM4 IN -A* IN!jIALLATIONS ALrjRMl ew IJ` 41 too a LJWM 70 toilil Z! til re IMMIM A I. 't A_ AeT r VAI r" ifill A C! 0(%" tOW, Roftm SmAING CODE jol yv-'oly *iffulm" _c"F, ON Wool Ni ItAt IZXII411414 Yw M%TM 7 6SN, fall '.3" 1*U fiftumillm V-11. mft Iijrlu hWL.!0_A UMUMI of-.Ur.91a **SAL MTEMN MOOTS. LLcJ V� -TILIEZ .. �j "a K Wil Am-- me" Now FAIN IN" Comoval Aft• w-, '7l Wit 40-col imill -I ll MCA" C. ed" Ott ICPCIW Co--\ xiqTxj oil IV. ON wom 'I wr 41 1/4 2/4. W4. 3/4 w 414 1, 2 aaR f-L 4441 '-sw 44 mw MW -il 'll, itil Oki~ 004,4n ENW rm tj, mrv, A, r r *T bc.%w gm Plim,ij, no on.&I -i­ 'to" Wlm% V.. CO.D" LJO-4/1. 2/1. Ulk 1/- 4/. +1, 2 r "05 2 4 1111 tDcAw. Wttl vAm. - -ccOck Of In w I ttiil`W`I '41� Will M, QPT1Qk_Aj In = -1. AIN1161% III V.0 _E E-5AH TY, -U-QRM 10 f0ir%ft -017.1lbll �9 2 PA N to Y4 ININ "" cm NuvA• "ll %;ArA At I ImX%-c ELEYWRON WALL MWMJMl! AKSIALIAM WALL Al ATION '. *,, - , I' - j, SECTIOti-2 J - ';I, ift LA L W 1:11ILKAMMAI - -- WL I-F WITV t?Cft PAW 'Aft A& A& 041 Filill irAr C4 A" A5 Ail ^-TVACM PAN' 'W- awl,, IMA'04 F4 11I f%' Pil 1:0 knux all tv o"L& Wm Jiml %N% W "MM 00aram 'a *fW-m ".t u. -r I 6/0 -f*AA* 41 / CXXIE61M Or QOW .4 SIn ECTI )"mB "' i L MS pan" .11 1 ft .(.raft OR wil 'wIp 11'tKtuft bf eftooilcolill "TV0 F464K n till N. IllS ON 7.r, z 110010A #U%0" C00f (01I V.- u- Alkill corrm 1% Pill Oil NOW Il i'.!. Sea! 14, r*sm" �K lifitatt4lip Ift "'WW' '14 IF 011 i III ILECI MOM MOTECTIM Pill "T %HM A&I M 1K Al AM NVOW I-2,L) AND COMSEQW&Gr mmmum ME "HOT" -V_ semEr"', r N*Q ftV f011 :!!�J t 411 PWWIArOM AS P" WIVICift I hft 10, Oil 09M 4, S A 4) r .Mkqp • imxL' 04,10 a incill MAI k5tti.AND CORRESPONDING MAXIMUM AMCM0fl SPACING aC,,ILDVLE FOR REGULAP STOPY, FAKE jk J& INSTALL"ONla I W10 MITIN15 CONCRETE A CONCRETE _10LOC1'C-U&CIUM M. CIA. 1. ;,W.. 4 k li) Ill 7 OVA" 141 11 hill 4 MLIA a' It ir _4 W ill 94, JU hPit O*A., � I'LOMIM WIVAG CO()E (Kr Vokol MIlMicil I"t) IND 14 1 70 44a Q*_'VAkl SWU 1100 11AIIIII 7 1LECO, RAI P"TIEVION PROI U-C. 1I � 10 L 4 7-o A .... . .. ... erM . ...... INSTALLA-T-ML-DU V;.A.R PANEL.AAU6 INTOL-EXISTWO.-Y- -VA"TURL5 to" I LrLL� ALUSURYL-M ALTERHAI U4 x Q. %I 40 M!t wo4o'". al N, 110I 7 I, oz 1. J- 1 1. I.* #1- 14 il `­ •ln re ll 1% 6ft 0 a W ALTERNATIVE IN ALTERMUU-0 CON ME H-Aw" UU-2w 1. M' TA1 t.%*C04 W Ofty -Ah U 11 17- U1 - I CIA 'r. il FRAll n CAM "VAINIMID ISTM S%*W #&%It 7 lm� PROTECTION PRODUCTS, LLC. mil Mt CaefftithI. :W. SL 11LIECO 1 rw t• 1' NRiI _CM"*rl A aM, %A, sli" NPNN 7' 41 -.1l r W UA ZA-.� 4B toll V.-"i 4 406 of ltw I 0."010 Wcw* DETAIL I Yf" MQUONG INSTALLI NOM LAPFUCABU-10-SCHEaULE I UTAIL -.2 -. I LOOK-MIDUNIING INSTALLATION (APPILWU- TO SCHEDULE-2' W.#J JP 4, , wu $/W - 11 MAX! M U M. A.S.D.-.DESIG"RESSURE--RA.IIN'V- ,p.,x.Q,_AbM MAXIMUM-A.5A.-MiGh- PRESSURE RATING (R.m-0 COME P_QN.UJ�__4AX_1.4_VM ANCHOR SPACING SCJIEUVLI AT MMIMUM PANEL II, _=MEN" .APnQ-*A Qml Irm--ml INSTALLATIONS 1,N-1.0 �:QNC t1mr VIL01-t-URUCLUM ;1*1 ��MU : A Z A �. �. NmLb _� e­_ - woe 11:0 I.Q";ft III qw-wil w,w �11111,­­I W WA .0V � C.14 N1'­ I A �f. 0 1. fill MIMI, _;`C, 1 11, fi 0 .0 0ex'""I `Wila 17ImI*Pir"4W 1, M A'-: tl_ IN 4 1 All 4A U. w1cil Pit 11. IK rw**A el Coot Iil i M11 • "QOAL MDUCIS, =j 11LIECO, i" l,-,v t r. �I ,I •b � I .,,,_ "' ., � � ill, 1, 1eI'I-. al NfA I OLIll 'S ZO Q=( ;4LfA%I7r0 ',ML 'ROOM PANG, I L L C 0 ... IF7 "' '1`7ING _00C STRVr IJ t & A Qej , ' 'Y A— JA PA: ljljgl�AOLII�AWCCo 1110 4AU I;kvAiil SM- %10,w PAWI 1eA. a Ill 'GLOM FVmEcK.-4 FKOWCTS, cc-Wl JILIEC 0 1. 4 1, - I ITS mi-lIll T r A0 Qfl !QN 4 .1 kill WLJY 7rw1A F., 1 _5 IM iNjQ LWWQ0Q aTRV,!-TURE$ ALIERMRYE 2 OAT 2 8 A Virtual Review Assist. inc Plans Review completed " and apprWe P'e'L compliance W= 2020 FOC 7th Edi by Debra Anne Klahr PX2300 aJ -M > C) U 0 CL m _4__ Q) :t-- U) U 0 0 0 cL -0 3: _2 Ll- - (10 C) -4.-- , i m u) CU C) E 0 U) (D " o cn 0 U) do ^ Cz 0 " 0- Z3 0 (D U) LIJ 11 �HELJ NO. SH 1.1 MOIL rN-!• wa 14 0 1/,7/ l 1 w� . 4.141" -omiL ► PIN U" 1 410�100 Zoo. LLW.", lJy -0. 0.^ fIf L* A." 1. fthq'ifif'o Lot /m am= 1"awk iw.i It mm rw o4-010% "A I Sc, Ion 0101 locl: 1. -op. .*a 30; OPTION 42- FPRM ?AK1Ar j) LU low je" ops a.& CVft WTI MAXI M ANQ CORREIMCIING MAXIMUM. -PANEL LQ4Q1H_:"HQ= oc 144".4\ Mg. 44167 IIA111 1LOMM PLINLOM CWE (1*0 *84mb, Hwf,<a,,o 7- MAIN 4, f. Won. Uto Discho "51v­ GW GA&VAMAD SIM %1M ►IWAKi q&114G (op I JSEE TO CLASS X� Q,, 72.9• 3/4" 11LIE C Omit "O*AL Fmmc'" ""OWM LLC-,l__.._ Am nw� _k lie sm, too 1. ol!i Go A INS ETAILA FQR SAFETY ST_QRM_EAKL_$YS1EM TO JACM146. -NODL-STRUCIMS Ir 4 0.1or Icom A". =01A V., 1_.m 9 $1 of or 111 . /**o (sm- 0 4v C, r ":"WAW tiou 'J.'m "ftAft IIJI' a 6, 94. -&#AN 4 �-" di am of UM "Wo 4�* oft Sabot Zl�. `41=41 .4104x. omm qAop o- oo. V 4C.0m)rMtiu m•is", atom JL 1 {EAR or w-.cw to 'A%M Atmip". 0 ll 111, ool, "Imm PJ7 7 low CW W44 •W WA L mwim ir 0C %V ­!q A 'W"01011.•V I eff lwtc� 0 e cc I rat I.WAW i Imemow W/ 6P INA1 A, &A&U. 2Nff6j%AU0 WAI t AL R12WALL 14^10 fA= a � FAAEL 9- LIT SAFM IPAM I* - VALE WAS W- Bob olkItkLoNISPA ams mv WA.6 II`--41" (am Wool,, t%ok Lowt ON" I%KD(PrG (DOE [Ifth Uixlly *jorkaIi. U�) -Vkl: -170 07 AM 14WIL'S U-'•- 0 V Or-@ Aj� zkumno srut %Tm p". A We" 4 a "m now , L-4 Ploxroh, olviiG W WK M 90 A to V ! %owt tim." try` 0161W 1� '0 GLO&I P*OTECTM MDUCM UC.1 ECO CQMPQN_EHI&_f0__SEf4E Q Rm--em- E L S (WALI X. foot oft. am' Milo, A,o STC" FA'KI- 61W �T Kwasm loe nAm .10 .4-4 1 rim 1?w II scoitm m"43 a Coon 4-.-loorilll 114 -4A%" A ffiftl,le A- Auffir ftV 4t.a )OX30mma-Awm. L, W k,,- ALLOW A". 9EMSED *mot TUL rx""j -ALUIL Am f PiC. 44167 OmMG COO[ "H,r vowoor ff.fz,ct:m 1W., "A 4 or CC "m lapgroo PG 20 GOJA r-ALVIAIAD Sn1I IM11111 PANIA IP so ?URI. 'iAll -�, ,�o 11L11E C 0 GLOW MTECTM NO= Ut So 14411 Lod I omoo a-,. 18-51AUJA' -),TAILS FCP 0T`T9M_f2.__FM_0FE -SAEET-Y..-.STQRM-YANfTf.M a--$Y$ I RU RIC) CONOEUJOR 0q14_00_.5M f_9L6CK_LQTVRE$ AKC% W­ •.'4' Uflr•. - I - . , 0, a so. 4 -CO C tea Ant ­=V fA t _T_ 6 7 C :,p %hv* a mil.- ­01 w.-,. /ol oc 411 A 1/1' rfAclor m no cowAr, It "ZL 1K., of LW -'- NAU-JmmTfma ly L1 M2911M INSIAUAM IIALL UQkW AILAWN HQUH INUAI I ATIM SLC "I T cufiffy PANLL ILBL,L;•ARL PANEL 0 ul E_ AHLL olilia: elm ftk 6.1 , v I ALOA64k AADW COOL l4q- Yo3scify ftmrrltc..o Zcn*); 'Ace" 1k VLOUL FWMCMN PROOOCTS. Ur. .11LIEC 0 INC e5 to, tololoso A." 7 MIAUATION-MA14S NE-QULON e2 ..F.Q]R- UFE SAFETY-SIM PAME"Y.STEM INTO EXl�TI�G MOOD STRUCTuB�, C, 7 Vol IWXC, Im- me t,912i.1j 1. %r AIM W I wl t �J 09; 1/6, WAG %in Z'..' VIA, I.- fo,'"In I.I.K. I... WALL A rLQ -_9 of, I 1• 'C tlbft• Ili 9-1 10 a ­4 1AIK- 1, 111A"J iL T Y FAN£l 40 7 INA Rwtl& W 20 Ghv mu sic" "Awk fill 114 MUCT" PROWT% UC. Nw 11LIE C 0 -. m .. ­1 . . ­..'­ - \0zr j 4 f., V 1jags m 0 -ft I "Emno ik o 'A%., h-~ plop, 11-1 'Wal I .It I t' Yarn.­m sit Cm 2 3� - ­4, X. 1611111 1Y, "XA r� mix ,A, .0% 1 qp. 0, no OP TYPICAL-EUWJ otm, wag, .11 m'ka, Igo ..'er L71-j". -S EL 0 l tcr:i loc. E-71 HANG SIORM-PAHLUILSYSTEM -loan own. 1/w - j W, VAM. oon fq ­mi N ttz "0 M.q- 1 117 6. ',x, POW)A zoc" 0"m "'k #C rot) 10 it. '"Als AM 9%h" Y IAS-ml of Aj flr­rk vl; e q' "I "'t, w­CA 1(r. Tot% forr9w 11 f 4D IK 1110p 1 'On " -' &ft W-,'tL:, *,�p * T It 7$!4AA1tl*L V� PAW, � AW A.� ft �j A" j T.10 Tou � �•",mi K q*V., 1xv, LtA •r 1�; Aw" e- C."A C4 A" VLOil .61 140.1, &'A " 'IT ucu�ft 1 4 ON W­ ".4 .%j, NrEpro. U At,, i-,OMIDA 7 kO W4 GM Vk-lf V Sl%, %1�0 101 PROTECTION MWM U.C.... 11LIE C 0..0 ok 'A - WO -pol000 011111111111 r W. A lDalt - ----- !IL 1C C 0,.. ,J C ROMN S. mc. r. JNV.' ,A of Ts'm rl. IL' N Ailu"&$ ._o4o LVAC 1, -r 41N.vf WNW 1-f "�nAm 1A ­vry tole *,-a -64 Ur w 8610 am: All cA r" 41 'l;, %K41 Q0 to K A:. t. LaUk. 0, c" "At "I' rKr A re, VUL; 1X UA A, irk whKAa, 04t f t _Ih Awl l„ IV."A UMC Oh P00 1 1 010-tt J141. :4. A..ruo,,r 4rk ;rA 711; deal 4 0 40. 44167 .�v owl qw .Oxn I f -EW:r -0 17L CT 2 8 022 Virtual Review Assist, in for Plans Review Completed and a roved compliance mpliance with th 201 by Debra A ' '8C th Ed, ion nne i(lahr PX23 t�_ V_U Att L-�Z rij-,r­ ITEL 4, IS ?!j k WOW ,a 'e. v *00. Ye CM 1�-A NIT" SIM TJLJFCOL,� W�1­ O CL 0 Z3 0 U) U) cn __j LL SHEET NO. SH 1.2. "A BLUA-DESM 12LIM Ram (06i, "A I - Lam WLAV 29:11mir Iiw s Q_ DESIGN PRIM0, -,JWjM, 19,11i AftD_J:01tBLSMNU,1ft5., MMdm1UAtAHCd09 I I ­ I I I ra — .2OW_ E_-71 11ANG. SIM-PAKELALSYSTIN MArAWA-MJ92WI-LQ&-WIIAUAIMM-LN12-QQhWLLM-A CONCRILIf ftLQ"_1MWJ=a . itkkw m'-f 1 .4?�Q v&t.11M : " . I , I N. -­! . ­.. " .04i OW 00 fi �_ ,,-4­01L Na `.VI ...'I,'G 1 ­mfj 6� .'AX� �t. Ll.­­ ­_1 T____,­ ��,­�� - _­ - 1 ow It 142W ,; ,,Ui . � � . __ 11014111 OIP L A - ) W­ OKOrAki I _ �!!!!M�MOmM APO' fitrIGIA I . iw- a .*Oftoft 'i� ---; "i,i-�;-; � --- - %0A"Iw Pw� I � ar"o" TAFCOK '. , "I I. - ­­. I � • . !11��_..... _,_ ,i,e , "�el!U( 1J.4­ - ! 0 ."', ` c. 0%, � . ", M:kqb - � : I It I 6 I ".. . �- _11� , � � �,, _'.� - � "Wllm.".. - ,;, _. . I'T? �� -�;'-f­ M" ­11­_ , ,,,,, - I - WI-1 __1v,_.__:..3L_-_.. _ mt-�_ � I ."A 17 I, , ". * At , cop'l . . k�,.: A .� 1, .."k k ". \',- lmllk ; 7"4, *-, I . . # ". . ­_ .. ­1­11-, _ ,, . . ­ - .1 .. 11 ". I C . •­ ___ . ­­Ji - � - , . I . . -1 . 4 , , 15;7 - � � , Z,li , � I—, 14,11t WIS 4 ""Iti 07 p4ftw 6 *" to fkamn'twil. _ ,_­ - . . . . . . . . . . . . __'_ ,T _ � ". � - - -1 _. I - � --.-.. ... --- --- ! . lu I �T, I - . � A "*v -,*,*P4 v IS,", , i; '. '. Nkg , . �.-''-.�,-!�""�l-", I _ - _!'. .- I " - ­_­ - L­-si , 4A "i � �;._ %*, _­_ I t "r , Z' - tf, 2, iscosw ­___ , 4 _ ­� . � 1 1­ I., 1.1.11 _ , � ­ , I - . - __ ___ _ - ; X, 4" Oi - P5 i .7- ii� _- -t ___ ii tg�A " I I I L '"" I I I i � - LFAM to "a w "o MIL349 -GLMUN kitm", f- � 0 � !so Poll IOC-0" �ft a 0.04 ." "ItMAX41004 on ow - �- .­r #4 � 1 scl"%O " Lft 611111 two WAXOno QVI "tku witko Aw_ '4c_; M "All't"o 110"llidil 0400 ittic-cal" Arm W4 lc"t-" fftluft ft* �""Re. " w "Po� *AX" ImSii'kiss f--gv ~ I-V11s � Z " , � ­ , * fvL 'Immkim as'"Ail VIW~ si VV IIAI -I "" A- ZZ" r 1"awc ------.,--- I #Now win q... '/4 0 .(,. ".,. ­ Z ;;;"7, - - ---,-*-, - Assisit I : I , Cii 4 - ­111"1-,ii?! I_ ..... . ) I- �_j, -,..- - - I • -I .- .7-1 11.1 Y , I I k . .1. - - 1. 11 I . . ; I - - , - --- - --- - - -- - --- - kw..q�wi ricna -- . i 1 I ­ I I " I �41 j [ . I - I , I ­ I + ftwaii ow :Nv*,j is -wt 4 11i I, I m,A W., M, 1, ,,, �_ - , i �.S. W k* � , , + + Ail­"� -1 Ifl"Imik,' . . 11 1, 0A 'L. I,# "IM, I I I *c 0 it ts( .V,#" ),04, 1 '714, "Iti, up I NORVA WILDING. M 10116h vok"Itio "Wriii so,j "KIIIIII 1kI[M .if : I 21: QW &UVAXIIII IML 1101111? Vi i I " I NAW w .- . - ? I i .,, 11LIECO.", , '-P"'T11W.•P�RKQCM15' "':.."". 7 I. ."FimaiiiiiiewifIVII .� I ".T)f, U'P�%._­ `_�. •11.1 11�., ­, � .. . .1.1 _.�- 4" I I . ,_ . . .w - I- . - 1. t__--_ ?-,--T __;�.-r-1 OkpWw',ft - � COMPORE _LEL_5A[LT7_._A.S-7 HANG STORM .FANLY3"�_T .-EM-5 � I tJA,Akf lj'j-l'j 1, . ­', . ; - 12 v ' Tupl,��;, '' I ,..,.I - 'I 1 ' 111, # I ",' 1" i . . � 4 , I'..-- .1 -i! AWAO a � 11 I :141 00 Is I o",Iiw . I I , - , I " it I Imm, , " I I",- , i , ; ,�­ . I � . I ., " -e Qtkoo- m "4. \ . # , ITS' , t, . .., 7T_ , .0 _- 6 ' " I , , " , AI I 1�v- � t 11 -14 ~; C^"Vwiw vtu ., ­ - . 1�04' I *Vtf AWW AAA" m , TV. ..-� . w � 1'.. . `LOA�u moo ,.,',A, , ,V, I �,, -, tv� � � fl,-IiIl,�o:l. I I - - * - k 5w� - .,. , . -.--. . .... � it ,,, ' __ 'mSv 1 11 i 310�u, , - I OCT � W" � 4 � � � .. . . , I"- . 111 Ot,k"iF k6i . � , -nw '101 10 ssi *A, In* to Amr. T , 1., &w,u .WH _510 .1 M .. U1. WIX kw m1vi 2,� "h� ULAW (D3 (�� . � I .. to w fi I It .­ I ., w fmi I fA0 ,e 3;11, I I �_ 11 , - W." "ristwo Ave ,,. � . 4,`4Z ;,,T� I �� �, _ , I . � ,�K��"e . . � I 1� �, ". ..�' , . , .C., . .I � }, ,� -� �!.,, I � , 11 . - c IT'. , , 4 , � I I 0 �,!�� . ..... - , *2s, J, ; I"'. . I "r � . .4,4� 1 t - � ,*,, : �� �-- 1 1 i's OR 44 " . ; 'I.' I & 6@9EIRILY11SW DUAIL-A ',�W t .1� � jv:r , .AI - � IF .. 'J", . oe,040 04it"i (W:� M �'­I�,� I � . .01, , . �. '' 4, . D4 400, ft,f qW40 OW ti �� "'V . _12-� . ----., Ift"I VIP ~. AWAAU � j 1-M, . -1­­-­' '"' . , it . I I I sz, i, '. " got, . , (b a HME W&.MLB I 0111" .,I 10 ir ME-wil" AtkAwl AILIC, k,!; U-_#)9U..AT_J`MEL -� '-'-- f, ­ � I.T4. 1 L . .,If w" a IS1110 101WINOVA i L---i ". . ; -tip. , - ­` _­.-� 41 USIM %noi A I 11, , . Col. . - ". .�, ­ � I , - Ir ICU Ifflit �AWOIJI W% (11,41i , ..t � I *,X-%Q% , � , 3n, a-l-La, , ,W : � YI , ( (�) SH I ! � , II I I , 'If% - ."o - Ati I . i - . "M . . 10i - 1. '. . , - 4,"r �t I. I tit*_ , ­ I j ,---,-,I-- 1­1­­ I ' nr. 051. �11­111__­­_. 11 � I - i . I L=.i;�� I PIW r"I . � 70" M. "It"' HLADER Ca) :M:UtEii f1l": - " . 1" " 10 V W_ ,. _ � 141 ULEYE. 1",*0— 0 AMA . t,w, _ . LLKIh ! r__MKK (@ FAMajimm � '.... - di .- (I IZ4' I 11 , .. " � . 4 14 LVmv Ftft f,,Z 'SAA4 ST0000 PWL ­ , - - ;_ � . J"' It, - ' . ". zmii�-_ - *.. . rnlw, VA: -.0 Ai Ai I I . � AX* �!-� . . I W. 11 I �r , -- ­ I �.;Fi4lf �1� `:00wA wvI%b,K Q001 �wh w9h V.-,.:,y *,"Iccow bi e � � I I #w 11 ; X'_ � . r-,4:,---�T­S� ;-. � � 540 "mu 1 40 4416, � - olp" � � , -�V, , ;�� 1�. �. _.. , () k f. ­­1 I - P . , t 011, ! I .�,, * . tooso Tmi so A $Taft J'Awk 11 . I I . �" ljw, i, �� �J` ".. , 1. .. __ a UK 6"wAnD SIM so" I . .'� � " �_. , :,� I ".. SWii .'; '. ` � 1��O_e - "" I � - a'". - , I IF, If- 11.� . . 1w . . � it. It, , * . _F_ . I ""' �1;;;;;,_ %. � rr ... , IL IEC0,104 . AL "IMICTION P"Dimn. I c ,. i _.T.. L. , ..M "A ""'Moi 20 - 1).) - , � " i I .- id I ft L" I , i III. - 1W It, - - NOW IS, Ims, I "a ix T_ , ", '" __r , *7 -,:!I- - - � � iii I Li' uunritin--lf, fl� I&K "-Ut_*1."_...TMcK 4'�,i a �f5--A" Erin Ynow - I �Z;.z �=__2 �;�11 1, -i,i ;Az�wj;;�i�__ F" .Mm. . ` I . 11 ::W- 11 A. �'1111 4 P T w7r.:, � .. . .�i 'K j ­# I I - M, . - - --- ---A asilimm I w I$ IRATw _AhOLL I - ... � � I - ftj3MLA.TJ_Qt4_ - - -----,.- �1� __0_E.1AI�L$._.F0R. REO-ULAR PANEL I � Z,INmi..11 LOW-11.1 : k;kkkIw5 ,6ciorq% crKnut. W10"i rw wimKONNS 04 1.'I1'. tl*wAf') 'M%Cli I 1U.1 vcotpAt UN , - ��t -� To ,_^x�- 1Q1 - ""'" 4 1-4i to) 11;1 '11� .1 1, - '. �� I, I - u �� LW:.I'& MILK. I .­" .. �, I . 11 . , TV Ug 0 . col 1 1= - li w.,mv% r'�'� ..�� , -,(-.At ,,, , ­ ,4.:�,� c V I 1 . I �� k ­ . ,. . .- . IT I , "I '. .�� 4" , I 1�� 1, L - I . '.. . . . . . 11 __ Z C00" AVK�Atftf L ,..�„ , ­ 6 k- I 1 -, -_ -I - -=I'- �'f I "' t � ,if - I I * I , III I., . o. . . & 0 1 4 . . .", . q , i ,;A :_ � � � , : -F I ,�4 ,,,, k� I., , �� , I * I I I ✓ , , I ! ',I' I 'I , bov. I , V 4 * , , ii0 �ww " , . ! omL� 4woi , t , .1041AAN =04�, ! ,Ili�411 � : : �� ...I.- - �0 $ � . , I I t', 1_1.'�, t I I � � -1 � 4 1 �-,i I �. Ll.,�, k I - .r liixvmq"I,:r ,,, , -,�., I PL171 ,vt.m I I V,,,;,,, I, I , , - - t^ W U X ' , _.. L- �. � 1� "I 1. -112.ni .- . , _ MU Ko,mitt :- . I I , "'im, , :0 I' : I 1I �� , , *• %mow 31 . 11 , , , , ", � A lad".. - . 1. I:,,_ " " " I. 11 ; ! ,�� " ", I ,.,. W. I e � .11. � 4 , I I ..... . : %, I , 7r,"I j mv" Mit I -I - .. tal us . ­­ .1-1 ; -It. ." ­� f.1�1111,_M w } I I -�vowi,A. - I . , P. -�-Ic I ", I i 1 I 4-NU I I 11 I ! I I I � low will" : I I I 5(iiI 1 � " I � I I . _ � , :. - 1pox�, - , , I ..""I"', In t .�*- -A ! I 0.- � t ! Is � ,-I.. t * , I . ­^" . --- I I' 11 ; _ I . ? I f .. : - - I I . — __ __ coWw-1 1.1- I Iky- . �W ", Ii Atm.-I*i1i . I I : . IV� iu A zc.,, WD"� 1 14 ,.". ,k, - . AILA t0k Mt W-Viii M ­ - , � , I ,e 11 i -Arm 0 T-0*5114TI vN ; �, & N. - _. .I V%lvi � I t"I'a s , f,qm 4 1ITOMW 1:8� IM, .�� " , . 9 . Ai TWIVIK � � � . � I �111 .161�11' "011" I'll, T/;� 1� , . �.­ .1 11.40*111, ki Uf� -W W L �Wlilh,44NA11w." �AK 1 t"i ";k.ftr CONICIL"If ,1. M.t2wi 11LIA.. ,(Wtl 104117 I cic"cowilt "4.*" f lkN,I iixoI,mnv .�4 cc.Klwn lKloco f��, 1. MAI, %000 kwwi Ali 6 ettl sc.-Ii D'V 1401i ,• ,v 4 P . Mac ga 1w 01 04 Utm� I -witi w " "11�ry 6,DI p lljMwulVG WALL -ktQWffM 1 A". IkQ"-�!ifr1,2� iw% I W k H T, A—* I xiiii io. I' ­q% !I eP.�_Ni - I " 'N � V - , 'Nic. f,k%� f9 fLolti vW"Aftc. COX IN., W11h V41­11, 14.1lig4wo 9904 " - - .. .- - V­ ' , I tam SINU: - I .4 : No 44167 ' , CA(4 GAtWA%:1(O ST[Fk 904W m`X,4i I 11 : V, * i '* , , ; ­_ ­ 1,... . . I ly Uvno_%` 1. I _�., . ,?of% L* Am .1 -TIE—C. rmcm ROO=. L F." " I � ?QTL rW,,t%*Aii (�'. swfo(�Lj�-�.4.1­ - I TI L " l!"', - -_ - ­ F , -_ ic I'" . EM OWAW . , X-A � I ri' I _ \ 1;��k ,4101 I$ 0 1 ,Nu• I '54L �:"&" . k TI�IVIILW WA,Nr % ­'- ."Finniolm . It ­aimi �ItVmi D.Tf 11, 1W. I �� 11 A.-W - - — mm".1 -0. ",�41`7% 0 Ak ' 4 11 . I'� I, IN AN, li TaX '1� . ti N/ IS t-. tz. .= �� I .. -1 ", ... _. ­ zo- I ?$ T �vpjl �� , _11i I . __ -I- �_ " ,.� .::;; - .; _"r_ . I ­ - I � ., ­i i,. - ­ ____ ­ " , - i ob- . - Z-Vimss­ 'I � , . .1 1 ftt.""*$W.v � lm�mm,�ov U_ " " � : . 't- ­. �; , , - ­­i[smko , I, I - '=.; :"Pj'­_'__­­I �L-L � ,t4,5_ji,4�JAT.tQ IV_ ULJ�AJL. -Z 'TQR � PA C1, _1 . . .t - T­7411-- � ��� IN.T,Q,-D1,5"�l�(,N,Q-..Yf,QQI�,; "4 .4.­k*1, * I I 1­f - .,,- , , . ­ I TIT, i „------#------­r­j­ I 7 , F .,� , =;. . - - I. I ­ .,. , 4r; K* , _­ I ,11�'­, -,-,t 4��- �, ��'1411.k :"1L11_`SL -_­ I I 11 I! - - ,� " I � I I � -7+n:-:�-'r, - IF-- ', -Itk­S . . -_ I . I � � ­t, I I � I 11 I .1. ,' r I I . ,� � � � ..f,!k*,1v, I 1_14 - " - .. , � I' F, 4 , , , , .Z% ,� 4_. _M 7",';:p-- , I r 10 I I _. L -.,i L , ,,.,. � 1 [, � I "' , . 1. I .� _f I , , , " ` , � 4-- I - I 1� . ,,, - I, '...., �:�V . , 0 #,FWL�'. .. ,,,, . � %m,%� _ - I. '. t� I ,L . , o . ­ . '" " t ; I ... ;1 .... I 1 f - I 1[ IP1 11 � ­r I - � r- -,I, ! - , � . 11 ,11 ., w.o*', I i " ", 11 - - 7 �1 , " . � � ,--- �� �, it - , - I ." , 11 I , [ � I 11 I i I . . �•­ I A. Am I" 1k, .1, ) � $ IT . P so zi;; � ..* ,, � ,, " ­ , �. . im, - k . . :,.., .., I : I I .0, . v 1! .1, *,. '. ,, , , ; , I � 4 " .. ­,­ " " , . , I , I .� � I � .1,I I ,, � � : I .. - . :,.F�,� I I� k"I "I . I, 11 I I ki� 4' f I . I I., I f . .. . - - . I . ! a S14, 4 it 11 — - - , I L 1. — , 11 —1 J � � I � I �_ I I 11' I '� � , � . , . i I � -I . I I .1 I . - , , I — . . f . _ 1, 1� I I" � , � I � , 1,1 : . 3, ; , . I , � �� 11 1 1 � , , , I � . -4 1 �, . t � , I , I , I i "I I 11� "-t _. - 1 I - � I � _1 , -i � I 4 , I! , ".. . ,--r , r 7 �,j , I T . ­ : ., 11' I i:4 I I I I I� � -, -1 � , , - V, , 1r_ L" " , I � , I I 1. I j j I - r"', I ,,, ., . F I . F � I , . T.*- .", ,, �� ,,, .. r­"- i IT 4 ,� - I 1, � � I . , __ . �'1111111111 I" FT, . I I , .- i P I � � ! � r . I .r - . I i � ! ; I . r , * , -_ j I 11 . , ' I kkQ: ; I " r IV.; � 0 � I ,-. � .. _-, ., , 1.�- ,� ", � I �l, � . _ , ki"'I . TO .,. - 1, � .� �. �, 11-11 .. - , 1 I . ': . � 4��. Vtf . -, ' V m,.-*, , I IIL��-'.q ,1,� �.� ­ T i : '' I -Mw� j L .. I IV�b�,*.ft!��' : � ,, I 1 � ,- � , �._1 I- .. � 11 L_i . __ 1 1, �* ,,"* "W 1 ir--"*- * I .. I . , I . .1 � r . . I 1; , L � ' "" " �, I I I.- 1 4 ot, �-0 � i � � . I . I I I .� I -iii r"N' i , 1� � ,..tf,151 I:, I �J. � ., y , .1 "'.14.. � , i e , -,�,. e 1. , " I , �!,,,,,�­ . I I I I - ri'll? ,� � , kv �.1 � I "I I . �� '04i 0 .. . I "WI-tpTiNg 1 7.� 1 , , . I �. . �.. ._� I I I. ; INSIALLA :10h ,__� - �� 1111"W� 41%` c 0 " 11 � . .. - .., *:* .Ii,"��­ Is , . . , T - , - 1 , . . .. - - -...,..,I ­�­11,111 1, �:0 �i � , " 11 •.T,, a II0, 41, I CAI WALL - 1i '" 11�7 ih I� , . , Wf.RNADYE 2"w I ­­_"t, .- .. _W �` I 1,.milb a -.10T. �,V ", XSIALLA'115� � I I I I. .._ . �IA,I: .,I", : . - I � ------ il-­­ &LwAUY4_1L& � WILDip " __­._.1 I I r.41WL a J��ftlg �": i&Ag� ALU.M1ft1.4'*W I ` ,.­­.�, , ­p w , " I ` - ­ I I .- I �-, � � , .-- 'I :1 , I z .. I ,,ki Tjj1,,i,T1YL_3­)h _. �111�.i_. ..�p ,,, , v '! I—— .—I-1- J� � III )"If K J, VAILk:Pity XVVA44" to",o) �1.1111111 J "11, . I , t_ i � ." - , .. ki 4 Ili . . I... : ft I . 1411, I�, ." � '100 " ­ � it , 4 ;f i ,4A�4 '-�401#'Xla 141� WNW OWL k .0 I - ­ .1, . , : - I. . . - ,­!M!:_.., .1 �I � �L­ � I 0 .1 . , .:", I � . -,," I I : !! .7"'.1 , , .1 � L .. * I., w � L. .. . ­ I '. � ...".. _�IZ'-, I ��, r - � .0 I . 4."!�15e' 11 -� , ­ � , ; Wariwtwl . � ,� I OW fRA . 4 , I . `7 - , I, ,1111� IL111C � ECT" PROI Uc. _ ' Y. � ­ . ! ­ . -,- _­ , I Ak lium � I VL . �,]�,F_�jLwLq a T , ,j I I lot .4:W 1 vwx, F!" � � - - , , 'A"CA 11 11 I, - %, ! M ., , ,,,, , '40� iwrivig !660�1 " - toy : - � �r�!41�Ti:-`h A. AdQim-w"W)v 1',� 11 I . . .ft.., W. k� - t, ­.. . 11 V 1 %"j "T"'. I- 1.4, � Li?; � L �"., wim, "F ..... .... , _ ;ttle- , - - , I . 11,.:*,� 1 " ­ , I— z — _ I�, I ­­, - I � . � I I 11 11 I I ­­ -.; . - - ----- I 1: ,.- -,------j 'Wol, ;-- - -- - I - : i I � ­_­­._­________..._._ r . _. ­_.­.­1­._._­_ __. ... ___ ______,_ _ _ '__... " -.---- __­�_,­__L.�_, _ . � I . - . _ �­ , Z� � , � . I ikk.14 � I &S,11, U51CM -PRE SSU RE .WkT1k0_12."_fJib�t6A,5' "—,- " . - . I - ­11 I ­ - 3, � 4, 4, _'. _I. -, S ,,, a t.. 1), 4. id,t.MXWM-,�&ZL,.E,ML6,,..Lr�Lti�Lla-17,.KKUVLL..QhLY-LQILU&.VLA&MRM A 0 IAI * I U1 ��4>��41 01 I _W'I*/o, 200/6, �*/7 At 4,*/7 " PANtL5,.,INSLAA"IIQK,.�AIP.,-PQVRLD-CQKr.RLTLI QQX4CRE7_L1L0S;K__4;__,AQW W , I: %� � ,� �W&11.* to Ai - .J: 00- I 4 ! 30GU 1mAr4L.1J.AZSDLAMU AkYJALH . I . ....... . . .... ­ ..1. _­ . ..... I—, , .. I i wax r . I 0 0 -�._...,. .., ! 11 I - I I . At 11" " 001" U* ""Ai - -U-" go D.M. T '�' "i I I . I W't- t0l.!m4, .� ` �. t It Molt! Ai At CAC,, iw* I � . - . - . .1 , - ., . ­ - ­ . . I -I 1 7­-1­-i` 1 VAIXINI f,4h `k N _ - I., .. , , � + v 4 �.Nirl , 1, - IN ;- il _ zwlt`:,�� _I ��40"I;ft 1, 4 I 1f10,11 t- 1, 'I ftrK'01fx4 , to t"1' - ,,, , - I 11 I . I � , , I iI I I � - 1'), 10 c I I I N I, , . ", ,- ,,.#" I � 16;, 11 I- A ". I W: I AI" . 1. " I � " ; . I .), I F , ^7 0 ", J. I "' t"'I'l 0 II, �oil,p �V.�, ­t 'o, . -401 . I , 0, 0, I 'll � : I tikeer 6'�J, .rIl -'i . If A I, I I III I I __J, . 8 I . I 'i I � I I I � . . � 1­­.. ­­ .., L I I I .,;AAF� . ,, I I 1, I � I 11, T, I,, � A, . ."­'o � � 8 ) � I I I I I I , . I I I , , I I D.M r I 4 1 1 1 . I I I ­ , � .. to .1 , , �­ .1.1 ­'_,''.1' ,:,w ) � .1 .,--,;= ­11 -.I_;_, .2L.- -, __ _"..,.kii _."". _-, I' o, 2/4 t_*;/4. 114, 4/S. !V/� At 6/!k L* W/Is, 2W/6, 3*/7 6 Asi 1, .K:I%qp% Di 'X-41"A r^ 104m, q, �V:'­ . ­1 REQWR-.$-TVR FANEL.,.t ELCYAIM " Am I ". _S­ , _ I �Itv'l .. .", .., . ,rv1 ." ]I . I - . . \ , , [----r­--Zr,F7,-- ­I,-,_,7 , �11.It � "fTTL. j � - , it 11 I "'. 1 5EC.T1q0..A:7.A I I I '�­ •,I . I— ., r I _' "' 1, � *10 IP10.1, 11 , . -"`­`117, '"""I""i .."w"c5 � � ,-;;,—, - ----­-­- --­­-­-------­ ...­_ - ­ � ­_11 .- __� - — 1, ­, ­0 4'.4V, 'e" , ., - ki, w ;-IA. ," f .t.F1, , 1,11,. Z , -I I-- , 1"",. 4 ­. ­ . .,"';a� -, ", , "i ami `�. . 2"'. ;:IIA 1w 1411 a I V14A P't"I I - 1) M 49� 1 I , � � . , , .li 1117 0(tilwag 40"N Ami L(Now, 4 1.11.1 - Milk"It -10 Q1WA iti I;= ;:;:�,s ft.a. WWI tio, I"* _;1I I " I I .f,AT*t ".0 r�v.iwckm# I Goo vwi 4040" ", -, PItAt =t i . � , I , I , V 4 I -q* Iri ,O I � *1 , , . , _, � *W.:�� P"i WOCII S fVk^ 010" M`444"�, P-Aft 4NI I � , --- ---..-..,-. I I iT 4�t4t'01114'*f vioo 100 slow PANAL UW0. vto OWWAN 0^o"Itli!CA# I :`I ­ - ­W;1.1— 70 PAWL i "%:-.,­ �4.. -----,I-- 'I T_ ...1. "." . ."i %I .1c. wm,_,--I "I'll I- I -1 L. tvO. _ ­!#'­'- IY- 7 _._�_ + , " 0 � ' �,�41 L , X10 , ' . I!, 1c, . _' 'Will ,t "o I -#, .00 I.. A. 6 11 • J, I . .j'T W-11 #�­,- . I too #­ '. � P 340 & - A" I? -#I - .lr ,.M_ ,". I .,. " r-11 17a.' . � . J. � a 0 � 1. II I ., : . : I .a , . . ` . I " , . P44 j I I A -,- 5 . ,,00 I , I . k, � 'i, 2 , . � ,, . I M"UM-PAw- _fg. Ecw 6 payl M0Uff11fl1cLrLQ.Hk1IM1i_ 7_ ­_ --T , 11" .,. " I cilk, 11"i '" 1- 1%, " . ­ ST. Ift r4Nwv I l I W71i)w . -1 ... r, w 4zxj AWAI ,, tkA;o � * ,� f�� "l, 4^ - DOW INOW w".____.1,__.!!L_.. . - r= -..-. ­­­- v - S-­ ! III., ", f '. I T'�--- 4 1 . , - N, _--_.._..,4._. 4 ! - , I 4 1. 1, 'k . ........ ., . I- , :, to, w . ��'.. to' III "' . . Ir W, u1i;1A � � 2 4,-Z.' 1 w � �., I . .:, I , , , I - - — I . So I -Mi $4 . I , : T,!, IN a ­ - . w - - - , 1f, 1:1 W to � tA M I � . T w, I, #.­� W.V� Aft Ikii 11) - 61, 00 wIt .14P Nw, '"mmos; OAISI ... ­1 - .1 I - . _._­­_11.­ ­ ,�_, �•I - 1k . � f, a -I tS0 wok. I I V. S, .111,mifto.�I* -I, -��e.&OT:V-R / , _­ '', __1 � Z`7i . . .... 4 6 040L 2`1414 0�� DT " �Z`7'i ; W" , - - . �.. I - % WJ 0 I - ,�,*, � rLftDA vv!�� coot �"Vkn WIN VO&Dc"y 40P•ko,kat Za,.: t 1 '= ; . !4;,, ,7 i :. , ,, ,, . CAQ tAi�s"'It". llicai, VO4W P"oL -1 . I i $*` , I . so - - . fA�,,, 0, --, ` * _ , _ - ., -_ 1­j j � 6 I ists Lix._MR110/10166 IL , UOW PROTECTION PRODUCTSP I I W1 I � I I � � -1 `414- lik ,' :;G�i""froa4WI&W,"ill III It," 1111� I Tom 1, - 1`1t1"k;41;t � / __ lk��.... _.. - - __ ­�N.,�rr�, ­ — - . . , . .1 . .. I , — I �, , III !!!!� I , , loommmoorw.�'eupw1n',J,7 I _ ­­­­ .'i �,:, --f- It '. , .1 � �, ki, � , - � - , . I I I --i! -�-­ � jmskkt , . . . , - — — W "'I,.;I��,,w'..x'll,,mm��,„l�,,�- ­_... _ I INS -T i 'Ai" `­­­­_ - + + _ALLATIQN..��tt "..,.EQjR.,,.Rf.i FoAKi,,__1 _ L IN'TO—W-Qo�pE .,."'STRUC-T-V.RLS .II1i i— I I�' I � I hint wk4 wrlIl 4� , , WC ,N­­ I -I It�`m,,,A< ,UK ScKto,fI. . , I . I I . � v�;%a I . r.- ­ .1. ­ I . � ,,$. .. : � " ­ , , � _m,' � ", L_ �­--..�.! � , - I ., - I F L., I kL� 11 IF Wlmm�',q 10 ; � I ­ . . t I Ic !t5. .4 , , , ­ I r I ul .�mD.;,f I : !, I . I ! I cA v*Ill . I I , w. - , . . � I . . I I , I I 11 , I . I , I V I . 1'11111_1� I A Iw *A ,,.;� %,, " I �- , x I . Jim. j of � ' I. I 11 : I - � I I --f-14-I.- : ! � I u 1 . V --Z.-- I I I FL — - . .1 ­, _.r , ,­ . . ...... T, _,., 1— .. .. ... _­ ­­­­11­ . I � � I ; ., . . MA %0#:KA4 ; I <.,,-,,= - . "AtT Wr 3� 1 il ,� 11 I . O.N -.s� - 11 , I I . i I i��.i " ; , i ,t-- .4A ­e '� I k Lo� ImIf � I , V "O I •ii'.'��,,,Nk. " PAi U14%, I !�) ,! � . I 01 I,niymi SKIP W"T 1 , I I ; � 1 SPAUe I I 11 k - W-*Ltwo .1 I � I '00 't` I 11 N ftu-'. $ 41 � � I I � I , , �� .. .. ­ A � I fl�71" 1 I . I , , I b�,�,�- I 11 I - I I, 5,.rk I I If it v � �, : �' Wif VIT %4t-`r,. "i " i �,' .0 I ,1'j',,gmoi WAIrw% li�, " ­, I . WIN It"I Kj � '-gig Vii I .- :,l 1,r4mivx.mj cvV, ,­w 11, I I I . f I DIRECT MOVINTAY," SPACER "A f I � WILAM11U.1w, I �! , � f5A UI oI#-t' '!Ill 'O 11 "100W 1KW.1"% A "!A, 011 � Do. 104c � V, Ica 1w I . -1 Trjk�" ,I.C.":. ,rtg vkgfl� ii.,5."j,i,<. ; 4 1 � i Vi "L'I'Vi . 4 34-r', A0, - .K=:::.�A. . ;1 "! ,gft, "" .",', - � V. : � � , , 1,4 , " i ­ * 0 , , "' ""' " � " I I . I " "I"a" ON 01 1.) tP� POMk&O�ft 9 LWMI "i � 9W: TWA- .1. W1111I Vi , I .4" low 'skito, ik� M I Wgi-mv. rk�lkw ­ - I ,� . ­'11iii " *ft N"N%w 10 ILM ^i . . � AAMM vCW 0,00i Wki . , , � 'to " I I .1 I I I "I w "MA 4 -10 0) owwm 4006 NOW *I#^1ftW1 w W.Wil I.ft f: ' T�w"L'aw& ikoi 4" poth,;vf�PAA "11*. PI'tA ; " Ia. 4�zi oq�zwp " aim I ..'rer"r �� =. � i i 1 ,k 'i�:4, . . 'k,'" 1, i 1" ,I:!. k %ftlK , . �� 14i IM *64 La IM4 mi MKow Na� I It IPOST 43 � , I 0X =0I Or 11 I *0011?,40- -03" �S, j 1 tal &a gar 4AQ Ittill JkWr' 'I I'W, T' : qk," A W' - "I'L "-& � : 1-�`SXK�­-­ 1111­­-- I 'r towkwdo "M mamou .,- , mouiff v1kmi *1W ­t WAU­AQUAhhfA "I 'k,sVg --c' -v,�^%.w%*mk. I f .; I­1,­­ all,, I .,_ , ,, X 'A'A"If I'"j. � * ~ mr^A$14t�T�,��l"�"*��t.",$-�� . 1*1.1 "'", .."'os sot Asia " $ 'A 11ftlot", . ok� I TIM , I - +m %now* 414 "I ow Ift tvmftor %t 'Inw, lw,'2A !,.I.- I., ZWA�- mV44 -.1 ­ - Mai" am � "L", I.Imo 1 1 N�111�✓, ,,, .,:;,- � ;- k, - �tld ,.,-,,P*k fLQWA *I^2fW CODE K�qh Y*lpfllt &ir0,Lmkm* ra . -] .1 I .r S . i � I -.,-----I- __"`__7 - - , L­�"­­ , ' , , ' , ­­_ , FW�A III ON,% 1A7 ", I 4 ,,iVv 4 F . lt_� , . ,, � i I ­ -,- I � , " , nwo w ' 1� , T I � ., � I •IV*, 4 1 7 6 m I VAWM MIL %%ft Pi I I I . I - I;A"' i4l It ii IFI i - � .. - --..-.-.-,. ; �'!- ';.�--;��­­­ _­ ­­ ''L � ��-,-­L I ��!,� I ""t, 3 ^%% ; I I T P"�,W &KI L ' '."Al"'I" 11, 0 � I " tjr,,(�k,, � `Q "I" J*1 ;P I 1; IF FPT I ,,�& 1 t At - I I - --- I __ " � _ I W, �,, � , , , � , I I �,,� I I ... li�% � A"i t! To , , LL - . "' I , . 1. , JILIECOINN GLOW PeoTter" POOMXTS, LLc.1 s"ki"00" ko."l- I I 1�11 . I , I . ;W,4iii " ,,� 1,� F, , :, I, ,, ,,I,,- ", L I . e A-W " I .00 � �v ..., �, I 11,14 110010)1'� .i '71 *,:I 11� ��.'r ­ - - - lil" 11 � .. N , I . ii, � A -"I IT, it III " 'i%. AT +� 01*11, .. IM61 �- *0 M 10V�1,44h AINI ��,. , A, 1, - _._ � _ ,.,� 7.""' XSel-ir CW 0_�j 04 L"Ah" _� _.�p � �_ i — - 11 J� �. ���­_- ,"-, . . 'I I __ ...._.., _-, " ,,.. .� . , "I, . k �t 4�.`�N �' . ... - I ii'� .. .. . . � . I . 4 : , . , I � . .• �ke . . "', "i - _ . � I ­ . � I . - �L ­ , .1. - _!Ld:� �� - 4.1m GEb0&_mQV � im"JIMAR" . - - � - . �,,.',�,. _,_��:'X. T'. ,,"� L,i- � ,� .� -, q,_ ­ I T ­ . ,, � ­ ; . 11, , 11 1,11, 11 �. ., "' , I I� I., , ­ III,,, � � ... 1, ''�,,,, 11 1, , ,4,F. . - I ; . ' 't ;­ � I - . .,". 'i 4, .1,0, ­ ::. I :, I- "... .111, III - I ,) I M_ , " , , - -�"­ ,,,, .1 ­­ I ­. ,, .. _ _ , _, _ . . .11 � . , I 0 1-wj - � & "I IV, mklv.iL, 111 .,), .. �I` ^II i'4 � "' - � 'I" IL' , '"' il "T'. . I . , L I ,z " 4, "I. TI-Ut.kk F, K P'� ­ , L'I ,���.� ,,,,, F ,,. - -L ,,,,., IT: �"'.­ �'P . ', �-•It" 1-1 ­1 I I � I� ik"F , v '� ,:1,111 1, " ': _ ,�� ���� 11 " I I I I! . . I . I ,, I . , 11� . I I I 11 TFIITW ,, -9 IT I- r . I . I I I � �,, I 1: � I N. ,w, 1, ,,, . .1 Ill-.t­ I I - , . I ,� ­ . , 1, ", ­1 'I" II- i,k,., I , I-,, I' , . I . ­­ 11 I I I : ,• 11. I— R. „- �. 1.� I � ,,, , , ­ I � I , + I � I r 1. I .. I ,,, . ..--A 0, ". .. I I �...) i 0 ... . .1 I - � '4 F;, ,' „ . . 1 I I . _" r.' .w w `� �'., �:;��, r I I " , " 1� - IT, r _ ,"L - . """ " " .. I I "I IN I. A ,,, ifw ,,, - I ,, 1, 11 ­11 1, . . _ ,, 1 , ,1 :I . ", . `- 11 I I 1_1 , Ill I I I I �, ,,I �.I, - 111� :". � ,,, I - I , - � ,C 0 - I , I I 1. 1� 1 11 �, ,.,r, , .­ iw II 11 " ,k I "I I I I ,11 .. I I - 11, li,,,,:. , ­ _11­1. I ­ 1. I " '. , 1, ; , ­ "k, , N$ k­ijj�,,­ .. � 41J1 A0 *0 1� - , ,N .11 k �-.1 - I , * " .N, 1, I I . _ , 1. ". 1. ,,, . AS , .Q., ­.�-� -, - 01: 4 , � �11: ITO I 11 11 1, I �, . I� 4 � I '. , , , , 1 I , , ", 1�k:,,,,i.I.T " " ,­ , I .i * �� % '4 ­-d- 4�N4 I—— ­ I ­ , p . .1 ­ O.". T .1 - , - 11 . . 11, , . ,�,a_ ., '. k,�v? ­ .,, 1`,,_� .. , -� .,'-L I I '.'. � . I I 11 �� � 11 I I , " I ; I: , ** , ", + � '� L ­�,� ""� T ' - 11, "I 1. ­­­ I I �- ,I '' ,+,­ , '"t, .,A.% , - " , _ ", , ,, , " ", , " L I 11",, ,00,7% ;/ % t4r/J. '"­ SKI I .1<7�1 -, ftt.. . �,.. i h,., .. 'IkW.� it ;' r " . ­ . -- ��ONIDA 0qJNC �4 TT D­ � ­ - -- -- ---no . 7.7 �•.7 7"_'— - ­ - f, , , � -7, I- 4I A . Y. Vj-" " , I'IL 1 I jL 41i I I "i �4,1, "', T1, I ­m5T7­­1_ OLODAL PMEMN PRWUCTS, U,C. I - F P , f C 0 ,,4 ; . . ��11 "I I -k "Iif,,�j�[ - � . 'i , I t" I 1, " - , 'i.,S, I,—— 11 ­_",.` '7:, I - I I . �", i" " ,, � ��, . _ ­ I � 11 11 , . T � ". -q� , ,� ;..I . . - " � , " "" � C1111 .., I � F, Il- I"." I'kj -W .­ IS �C - "!k , , 11 '' , ,� I I . . .z. ""'I.,viis�,o�,ii ' �.w .-.- , "Ieli'-wl, _�_, L %.. I .WL.� !�. I - ­ - ._Q��_��. +�� J, . . _0­ , -, `!.'�"-'-*_ I .;�_.w . -1 I � _ - . r - ��__ YI4mrimi "qf W,4 .,A I -.L ; I I I I .4I . _ I I I I I __TMA"_ : I t , D .., � I � I 4, I �� . . I ," I , I ­ , T ii a , I �"!k.z,),In.�-l�A.�,14—,-6,i��P rwo �, , ,. . eN , ,-,+ . " t . , - : - . I I •� . �ili��'..'��,,,.�P.2,�!,RL��,-".�QNI�RL�T,C,��..�� v"QNrT.1 ; ,; I 1, Q-RU 11, I , ..0f, � 1 , �,Ilf ,X­,11,4 ��, k . , 11 � -1. ,S, 0tv 4:13 1",,*,,T,,6,, I I", , ,., .%.;Z.1� .6 I �.k� � •F,�Oe ,. o "'.. * % I - 1�, 11 ., � I � C , k I ­1 I I ,Qt " ,,, ,, . � � �f�. � I . � d I . ii I L � 0� 1. I 1 1611 . . ! 11 I . ­ , k .- ,��,.,w T � : . � �L"�- . . I � I'l, l L i j� ! � _ �4--i , ��Hkk�lr�A'mi � . � I !,X , I " ,,.� %.`k 11, I A ,:�I�, .. � I 11 , PA, I�11 � �­ , . , I I (tit tc,C%Kii L^ ;,Xm a r4A7%� to; L . , I:q . . '� q . ..­ � I ; I 11 . I : ; IN +, I � ,v 14 - 4., - - . MI„ , j­f N -1. . ..'. -,,,I -.w .f*# � I I I I "', � I r I ,=�-,�;=, ,, 1­1 I, _'. . klJ,, ,, -,-,r, T,ITIVT� � ­�1111­1 1� ,rkr 1 F- tail I, 9'. _ �I I�f,A ?" I'll ...... I 11,Lwlt4l V'WrlIVII t,�)V-. IN � w . 1­144- 4_� 1 - : _T` -. ii� Ij q ,,, A- 4!­' ,4, Wl:,-) VILL Sr- III I , I r L I . - �' �*. W, i 1;1,?� � [: D - f 0 I I I 11 . 1- ''L . J10jC01", '' ,GLOBAL PROTECTION PFV�KTIF� U,'. "T­, I ..41ji:1,1j''I 1 . � �,4­ � i_.T­­­­­ r.: L 111'kF,ji� �j -, , " 1�1'.k,,m, �, � TIqvO , ,� � :�,-,, V`�71, - , � h, I , 1: ., 11� ,,. .. . . I � . I'll . ,� i , ` . , , I I , ,4 .1 i I . �, . ---*I'- I ,, �:�1�1�11'� i�� 11 . . : I I � . 10 ����� . 1. ­ .­. ­11 . ''.:.;, ---L-!_, ,­­ I A � .� �-, '. _ - . , 1� �10`` . I ,­� � _­ + ltl�­­­ �1.1_km_k_ "­'­__L� I , 1 : � - .r ­__L_1___j NVAII.AT1101i. . DEL4N1$_1P1VA'_ REP,VILAR, f`-�NEL, I �NTO w" ­_� , , I- . R L � ,,k;. � � M ,�k. A ?,� XT I " c ,­ - r, m, � . I . � IF . 4 , I , *� �, W`.�Ks r I �.,, : ; d� Pi,T­ I i. R . .I, k ,,- l:" I I � I I I ; It., ; I L . : . � I 11 I." ,,,, I. ,I.i1w# , L-I P,. I Okko 1'r I � : L ' . I k 11I.., I qW ,,, 1W, I I I i 1, 14,� ;r,�-:­.f :-I, — I i- I,j ."Ut ,,; I . " i I � 11 . ­ � I V, I I j 1_m,jJ 14, '1 ]=� ,I, �'. .0i I "I . 1,0 I lill iO4M­1 11 I -11 I OCT 2 8 z022 Virtual - % IL M.Irls Review Review Assist Inc.. ; approv 'e (�" cufnPliance with tcompleted andhe 2020 FBC 7th Ed j hY Debra Anne Klahr PX2300 . i k I , 1� I V I � _J , _ r-- so, � A I Ili I � = , -- , "j, - , 1 $ � L__ �,_ ­'t'!=� ; . I �� ; Vin � , I' � # � ji 1,�j � I . f , AoAc:-%-4:�g­i it- , I'. Y% I I , il, T - .­ Nik �, I - t I ;.7: I � � . .- i I i 14 �'k..„..�l,.,.�-.�,��l'�g,�;���@6-�— c - I � - I I , ��` ii I. I _1 ,�,'� L ', I �;"A,j 1: �*.�., .WA #TIA? I I �: *Ti ki n I I, I I I L I 1 I I 111i!*;�, 1, ,,, . , � . i 1.-i�. .; - : . - . ,I�PLIZ. *.0, ,v__.o''I _. ��_VL� -1.*I.1N!:iI.S, w�"I"i;. , 41.7LR.4��!4 ;��YL W 1 ­� 'I r""':� , 4 11 . 1. � . f-----.-.-- ­..] I - I I . ,­­..� . � � I 1V_:L" F.,41L .',�I,'"111�11 .. . . � ,g � !I _!jjMA 11Uf,,k-­,1,­L �'tw,,ISW, Y.-,�Lp„. , .. . ­­�-t`;-- - I . ... -, I- � .L I i j1% L ". :­1, . , �� I � I I . �� x ; ) I C�0.4 '. I ':? ')II I" _Mt k "IOU' PAW ,o� , �-, . " 'IFAE�klr.Cih , 1, I . " C�� . 0, I, 6 . "f7="z.==1 . I IT�5, -� . - , -VYRA�� . � wtv -7, "'I � 0.1, I F,, , ,, ij ,,� .�l 11 4 �,41�.� , '044; r " I . , P;?nrrrnn6i ; ,*,,v , !,L, ', 1 v ­� i . '. ., ., � '. . I _r ! - q,T C 0 _ . - A, . ­ � ilif$",", C4 0-� ',!� (,�,>. I .... I - ­- - I I . . ­ I ."r Ir `SS I " 0- � .- _._,_J . , 1!�. . ­ �.,� - .."j, ­1100011 ­:k �M -.A,,, I', " ­ ..... .- "�-­ , - i - - !T+� � . � - . 11 W­­A.:�,It , . . i I.,.1 I I - , "" ­ f . ­�, - .. T 1-1 4__ Q) (D (_ - U _0 IL (1) L_ CL f, - -- 0 (a) r-) 0 A. iz M -0 (2 - •-1) 0) 2 c) ( ,-- U) (1) :t::-, 0 c: 0 - Z­ (1) 0 c) c- �g 3: c- � — M o _��_�_ " A ( CU (n tU 0 > . — u) (D I_ , L- 0_ . F _ (f). M 6 ,- - a c:,- [ ­­ c ) , . c- CM /) < w s " a) 1�ssissiII0 .11 � M .C.— 0- U) 0— 0— < (1) M C-) c— Z) —0 C10 0 L_ 0— (.) a) 0 L. U) Cz L. co :3 LLJ `15 < ;;;, ,z < _j n I SHEET NO. SH 1.3 CONCREM CQNM-E-B,LQ-CK.,OR-,.VMW-.$T]W.C-TVRES,..-YAUD-.F.OR.,M.UAAR--Uff Sq iTm ail 1 3,0, awe 1%1.w P.A. U. Il .9m 'low to-kmq at vr 1 1-M.r.w7 I l J4 r:r: a, V jV. ASMU CA 0*00 'Sm"', :~0l JM 1^14mo-Im"M So lo�, . t "Y CASE ME- 8_ LFLAM) 3 .Cf) .4 4 & an r.4, 41KA U�AII om� x�g`� Cm Ill I all 1S." AM~ MKMAMA 0= Opt", • ItK0*ma 14P Al SUNV" -M^tAl "Im IWWP CIW *W.! --------------- (ELAN) �=m MO 1CM TISSIZ? SIMAW MINUA40% W0 4 rJor. , - P&M. M al WS, ft 44167 WS ftlLopst: Coot Il ofsp. 64.11U.vo C SE E (PLM CA-U—FAPLAN) v -� �Q LWX ft"Ift 14 Ill CALVIl StIll 11011110 Ill 11LIEC011 GtOBAL PltOYECT*N PRODUCTS, Ll -M It 11 ~ 10--114 L MMIMMM 465-0, DESIGN _P8=RE_MTM_(Q-2-f-) AND OMSPONDING MMMUM ANCMO SPACING 3911MILE E99 MULAR 3TQRM_?AKELJ_ INTO MIQ -STRUCTURES (10" OwIf FOR Af, •*l 'VW 'rHft 411. 004 SAl 6 & 7) UMLV MKO-Oft "Il ICA `7 - 4; %#OWN IW S42" Al A I PAICJNN 0A04 LWT rpol 10 PLUS PEI "'MIN 4 f 0, NIS, OR It VIV !rill! 0 U";WN MWIl SPACM (00 ED - Is 94l 0%, %K11% It A Y —4 Wo OLIEWA-A LIZ, - Vol Will PANON 4 AW .1. z t17. IS fee. all Olt LLIS to In • UT IA&-f V no Vm ALSO DES" C.A.'r. A wX MAKI FLICIl frAil Uf Ail #1 FOR Mo it ol VVIM k "o PW4 -Il It"$ WIl wI t F, .71 Z,04 '-Kr 6 l (f,"VP0htL% 011 TO ALrll ?W 014 94W f 1111AXIIIIIIIIIIN Mill p A U110 I Will -0 A mo,w Pm; ASIg O-AY VA4,10 ICA Plot$ 6/ oAhtt QA'[ 0;NJ f lrY n* ll MAT( PLUi It Ir ?11 rA -NIP I all lFulf."t CLYDE (04" 1*14, """lean zw.*) 74 tau C.UVAMM Vfft TIOAS, It"t *a Ana11111LIECO1«e P111l PRl LM. �01111l& [N_5JAUARQN QUAILS F IR LIFE MFJJY PANEL INTO POURED CONCRETE OR _C_OMC.REU BLOCK STRUCTURES V4,11 .2 WIK • 4" fWy W Ob Il 12) VO CLASS Al mod on ow low swumm .ft Sal I- P%1� FI.Mft Ms -.4 two-,% dm4:_.1 I" ~" V#Cft "atom no I" —mew 10411'" VIA of- 1 L �q:-. At, "CAI"mom U41 GAIVAMM UM #4%f, tAtmn• r' Win 111LIE C 0 ,- -"W� � PNTECI*N PROU05. LLC.' %q 7 am & I ­.II u.ratf�l i- S".ft W 02 "now. Il -9 FQR_REQULA�� PMIL MWIll JMMIM. & GO NXID Df&Y J'09 POAL(A)MIALLAISIONS A� Pik VC110thS I IMIN 0. ON `kMIEFIS 4 4 -5,� WILE A3;: MASS" ANICK)OV5 50111004 104 41119 • D PIP %KDJI( ­X49— __ :,�� - L"PF.J., rat W. aA 6 " 11 oc-�Oft FOR W" f.; 00 '101(l Ill - •$00404 W",. Ul 'AA, T_q_amTalt __ uxo-ml 4&A-04 • IF IF tr (low) -fj I S- It IF IS 070 3,777 I YWjl -.1 It rr 1: 1 1�11 7" IWWl /r T7 jll� jL ( ,)- r (Y •r •i• ' e J; wa' + 1 ,' , t^ ,. .. , D [' ir. Al 11 i rtl Ir 4 roo) -Y .1* w4_00m, ImIt W;;'A111tF .4 ,...,. r Y �--., , .4 r�yIWW *„ ta+a7a.L #I IL ?"I; tt_ '. INl it MA mjxfl� %W.. T 11011K MINIM 0 4 r M 0 r3A Mo 3,0 ACT?Im Cl VkJD M. " %W Ref wrfQ tRAC0 fi LfAV A. t It INl L rA6 ► W..0 10 SC PSF Ill -AU vo"U FOR MlAuAnoosm 11 'A It a VACEN Ar 1/2* OC fLrAIDA Ill CODE Ill Ill V.4.4-Y Ill no ImI 24 GAU CAl 51l Story PASSEL Tn— mm Pitonam Pool ul IILIECO,ne :w _ roof r FpsA. D. 114 2, :ill -3ow/16 f.4 0 0 Cl 0 0 0 Lid cl� A SK g-4' MK kw� UWN 0_ at 161 ImLoovct S.tS IFS. od 0 I.-YAw/16 WEE SAFEIY-M-QRM- ?AN.EL I LLE i#'1QN M ....... .. .......... C Sl III.— v.­ j4L',I,oA' Z­), MUM IA C."Y&l 11LIECOme GLOM PROTECTIM PROOM LiLl SECTION , A -A rf is .,ft, 1. 1 �0- I INSTALLA-TIOR--DKE-AILS-FQR--LIFE S.,l FANEL-1 INTO WOOD STRkKT_0fLS r T -CIA* 0 1* cc 2 2) 2', 2 14 • Nom P-ML SAL'- 1 Ill 0 1 - *.' — xt L-r•• tug fjW10% Z &kw TM f1jkn 3 jo _17 Stan II'll IL'l .4 10XIO1 "AnIN 0 k !$11l FAl 9 REGULAILlAK13 MUM WALL. M"WiMf�S I'l ISUvIl CN)t 167 We IN "M 4UVAkIJID %Ift. VOft 04k­ er rJa"Itot 14411WKS llp 11i kw, 1 z a,ArN "M 12. GLLOM PROTECTION MODUM. LLC *l IkA&r C0M"Vr_`V4 Will 11 LIECO,F, �x� 1,4 fl vMMf #40 I. U/ WX%l it 7: moo, "If.. • t4p�x - 77 ?;,!i (3) > (D 0 0 0 C:L j&)A__&hCj ?R SPAC!k d" 1, GOINCRE11 PLC., ;.,.0 I I,;P CD a) U) C2 0 0 pwamm TM T 0 E_ C_ 0 LL_ •4,— LV, t� 6_ :uLl 0 C) > E a) 0 d, CD 01 4 A tmr-_� B 1 4% C/) ut Illy/ A% 0. f0l LOAD 1114. w-41 OK, W511 MAA ooxi, rose mr-90 som9wou It VWMU 419- 1 7 _71 IS A L C 0 LLC r_ _Sm� w;A U x7 ­4 P 4 N ASIll 9 V 9 C W. I: LA Sm tli 4 X, L 2A Q SkISUMLL 0 I -AA A . ••m !L�FCOIlwz OCT 2 2022 $ TRIJ ES Virtual 4 Virtual Review Assist, Inc. (D Plans Review coand for comp) with tmhpeleted 2020 FBapprove C 7th Milion by Debra Anne Klahr PX2300 Cz 4" Z3 4 CAS U) IL co 41 IF Il ti LLJ so 441 fJ < 41A V� 7 m E�C 6 K01cl P"Dum. L < _j LL SHEET NO. SH 1.4 7`crl,fe. '" � l ° ,A "Ir t'F"I aaitle4wl (malt iEtNI ✓1,$I ;1 aotlq'awallatr d('r. yu, ).+.v1' or ' 9 r:a ro•c nI�+a/� f4t1 air' �'.... {.{. 1 < . a-« °-.. . » «. . - • Ir „o-� w *»-x. w . It t :{ r I,�Irrv,:�o fr1n.4.,. t,�,it,14,.. . 114 'Irti; Finalwlf„ •u..- w. a I .f'P V.Pf1'L wa A 1 � , • t I iJ • � - � [', a •• r_•.r • - d i / '• r • c r r • 1I It A I f I tl r r WT _7 10 tnR , ' nft AI wJ^a n "41 ta; _ E.I I ta- j y 12-tc L ELEVATION_E_Q_R -SERIES 204.2E-Z HANGSTORM PANEL -I _STEM tt� Frv(J-1P- C- ERING ENGINCERIN(3 EXPRE9E" PoPVC)DUCT EVALUATION RCP/ORT :elaell<rr It AWC fit wood NWVAW A1ti4 3 •r Profto Ata„•RKtao•r lA &WAtI aM S1wWlers n•t '.;vww:t UNWAgodt/rw A4*0a4 I W oturl8 Road Mh•t Palm B.. A R ISM .... , hha•.ir b Dwuk'uraittnn 244n CiahruMtlwd fled stoi,,Y r+a+ % Lonp flame•+ f "Womrt R•miMawl Scope of Evatwrinn: Trot i whad f,Nladaan rfefwl A W" "we In air i NISwo woos 00 I lnt'W'mlt Depm4ltaM d alrwwaa and Pf aleHfartal ftewftllara IF 4rwla pntl0 tAl Caaglklli } R%A0 L � At-, 61(;; G OOf F A C 10[ alMewrde areelratrs rw fll t/ of I, d f 17ta paai td aIM as •taatr► M1 b• r •' I.. •APYa arvatwbd n MwenwVed h.Y•In 1• Wow ewerawimil, .rm Ilia F6raaa awlliao Cadr 8••r.al• £t4t.rv+ ?C201 •Tla t lar rw/1 parprw< M11e.wd•d al 1/lur a•1•M• aLr.•a w fleet ra•tl,ifcd b► Oa• t r• Ow •vlWwtav�., „r 9" {st.tlrct H+Iltr a mommomll irrl•a<AfAo r IF a ol'a swrlda aaaas-w Corte f.cMcow t•r laerai/llw Substantiating Data: •t +t"a"Mt1 a2A lISa3 4t!e.'1 240,E $pant Sla•ra Paw& 00#W A Wv, 1'«,MI I nIWIN t-3 y,., r.rl•n•andpg•Ixaba ww]M<ddA, oaefad'ilq Finns BaNkTNarda.P.is et eun:rn'ErcwFnal (rtrt bf Slal TL&T REPORTl vrylcow" dobo; ert u1 fa•! poritor'-w .. 1u t•+rA W/ba M at49r4u two TAS M NM 6W4WJY C.'• W ,epe•l1A) OSTAGG 17 001 t]► BI•teoraro, (•yGMtow $ arorw o'Y•edY iripT • r,mc mrw,," mod rock 0n:11w1;000llooffolmormatt ll.aw tx," Wetted M arll'oedwi s so iTA4 3, ,road rA,S' io] meal ...,% per tale f•Irntls: •p'T A+,GI]• ly.W 04 aaaatlwat.<'. Too", hK . crR�arnru rur�.1.L•asrvr �npHS 5huawal leftgrwgtp C410UlYlaM haw. toew PtVP~ wtw h vnft11.Ora prfmOud woopi dtl cotrtperalow la'ks'17 rplowo d m000ls" Ire gtaatrr flit 1p1aMgtq ibwgr. rrtn,ln I 111afvovw, Atlttrowtbb %iomooa 2 tib•nrrlr,Artarebbsprra ] lAndrowm Gta,w Hooper~ / Ameba L"parlll{f �1 low 1:" A.twu! irttl 1n4. I/arllt4 ®u:w, f.: •:o♦-- v141 ]fa•068o •, ,8681 ]9ti•ifN It.-Ota4 t•lf ein4t •••r,1 <Or 14.••+tfet\d1 ••lfll . + -•, y,! .r �w� i. ( r,ulr -awy cal •.',y •aa h•1 CYA t! • 'Y,: . 1, w• • a. M'. ' ko a dt' 110Y 1J k a4f•A <iY. !I fA •- 1 w < rt'�, . . , ^A 1•.: r•+4r`,li 1111 Y_'' ",i'.•,F: '� .. - _Y I r • ,, 4t aA4m,$.RR� ^ ,. ... r xm• .:.A• A' Art• `t.:. •- , f-' Ii,,.EFRINC7 +111 knicrtaa \hlrtllrt atW (data - : 4.9A l.al5 dltrft•J \tcd fit[<tIt ('afwcia N0,13% alive w\e .n al0towba • Its" rift DOW, LOW 11 tnw a•alOA Of w" 04odw S.tto.•oeM tr+„., alu,•p a not t•aw•d brl I.wlanfr,..1•. ,,,.r... •.I r,Md 1- a a1M s•u'. ' t r,tnea Impact Resistance: rv,:,iw arniwct tleoMttarrl • '-'sa k'aMn Clrrfllwrta111e11t eo e+adlaf.t.a ;, a•nmarfr antfrn feet repttrt['.tl •+„° :, ..-n,A>'° 1'fr wY t/wa afrlprermrw�llyq Jsw4n talifaa prfairwl Wind Load Resistance caod,fcl has tl•ef. , .+XwJ In WUM wo,4 awh tl M]t.•is] or "W toot 1[PWOA lai.an'9W 'r mr•;.",,, Orfadtay Eoroolm rr'o0[1'Rtic'l Le •flowl4l11r11l tPawmt irrsraiiarion Tht {roi.;t •.!..I: Us rwdaVd la owl commA w,:.• •weh !f .MP•eMre PfwtdlM ff•{aaa5nl 9rrcraw,ara I. r.,w,n..ro,Y draw/rlyl skov waA 4400nllt•Ir•Idt W tea MsT•rr u clafpnrinaa aPlml 6e fA Itv lftat//1M1aPa[tAtt1 to aw tnwkltt a PtaQlrcf r r•aaltax .,.to e 4111aawoINOW lbo"vp Linli(aho,)s d Conditions of U,-,e the ca'I rlrr p.> . ' 7 D Iwr1 o5't.,n SArar ,r,C. n•a ,atrwcfre Plttll►rrd fva,MrOn OOCNnwM v''r,onWaala drar'tht]I .. "... .f •.n Ail wVl jf"?M" stimcber9 V'sto tel d00ryp'4of 00 IMNM Itlt lYF"f'•'nrrtpve/l+i taodc Ord "ft of a ItlltrlR,t,9, ULNT M Usa At'OOW" 9 i101190C"ll Ancttlny SOW" Harr Or"14 re r01a1141R/ t•hapt Me n,, } OLcakptfrd law q pet 0110WO It v[m/p•tTl•e arlilm,;l 60r•110f anti bf tbnprraal Ter 00,11 srlr kpeulk bales t t eRPOWWW /1aaAs•yl,^•..r.b�w«r,�..y"nr.••YrT'•yt.a•\I alw•ls v'/1o5 r.+1.w..•i.•.n,5rsrw• a.auAu •••aW..•, an11 goree, w. f, tlenaapr 6104 1<Ylrt .' 'itfk JI1041,911t'at ta•M fia•fo N101 31'0 vt• wo lea'ar" kllr(Sfd• The 1'M4r'. v/wall rlf MWtrv!' Aalla ZOO 04VFl Re.paZftdh r ; tl"'. 1 , sal [ltltnar& P1 ... .. - bjowEERw0 Exiowse ���6t) bw a•t•ul Suttl lQ4 4n•rN,?fll at 9, ItOatJ• 1 '44) • wR4) ]S8.0680 1 tilbb. 190, 9499 11 .•Iaf +_Uaf etrCe w/e111 Ctu 1 •, . ,•r r •t�tl •Me tat .i•M 1 • 1. - 17 r • I t � f w.r „ t I ►. r .. -`' roll _ �rs � i r J 'T y ."✓' A I J W l.rx 9 i t � j < a• • i• T } •. l' •t_n ,. wq,��y q{p -{.♦ Yfw • •, AM�ri r - I .- 11 r .•x •1 fa !}'a 1 'tpt� AlA z: c-) c� to ,am "t ITT 0 alA�yltpa�, < LA \ %tor r ! f� .•. Y illl «wfw^waaa,.L •. • 1 aY,u 94 . t a'�at • r . iu r+a lon l n � f .t• if �'�"'� w.•• I !tfw aa,. 'ai rA a \1 t ks- t% • r t. a, •.r• e. f.•• � ' i - - ;Tyro.: ' 20-31543 lid. I61,bA?ION., OET.4 .E4R SER�E5 z4QQ E_- Z KEG sioRbP�l.EL .: I INTO. PS?.UR Q CCNCRETE._ O CnTf.jLOC� WOOD ST�(`T4�RE5 Cfa+Clr('tl WdkY�W' colocfgtt et 4.A et OIa[ C YMe:,rW.rvr tr v„ 4 14 "Ct <f w. q t- S A i M.�, r• •/f•I are+• � {' u oa awew� r �1 I/}• ':wtm .r' 411 V 4 NS tor1 � rAwla ,t•%7r• 1 � W ? • wP. uq rwv' 13wr _ V 1 tt N ► T aaa`rt:aw a '. rw.wx as r171lIG N♦Lwlw • f,' '11 � 1 � aa3pn ,,wt,�:{• r.,, - .r• .YrA,. .4. M tslRk tl . im 4. flow 1 , A, 1 w' r. .. • f9 LAdi7. I✓ QrallMNl! 64.T' r � i ITT1 I hal �i mom tglltL,t _lt4M -. `WA 1. 3 't' - mom „ r Ot RA , I • • Art C-p• MA, ' Wert LFtrr *l -. I War II, IQ No e11+tOtYt�'i C,CKlC f.IMpf+ It.',gr Yt'' w, �•. J,we1. is '. _-. _ n:o-: ••.atu �_ r .0 GxYnkaS� Stlic ]1@ay la.r;. < •' ; s 1 L E C 0... filuea1 F-Rot[C11ION FROWTS. lLc. a� - ��1J"r'E4.+ 'fir y m r+r'E$'1aw"t"T35�rAai•?', ar . +cl, ...._ , aw,••y, ALL AMERICAN SHUTTERS AND GLASS MAXIMUM Al I CAIVABI E t� {V • �r y I OFSIiGN PRFCs'SURES: •�41a Al V I'...,WNI1ZrEC1 :'�Tl7El STORM r'�,[+YEi. K, Ftl71/'Ft2 i°a Wc,rt FIV[•11 •• I 1 _r. "Ink tF< tc,N NOTFS ? ,. .. w r •Y56MAifFC"Itt. r R AS f Pv / 1 nV1 t,f�,'l('�'a•�`nyt- f!< ITT Irt✓t s:. •,. � �,M r•.. I.trM� 71U rgto 1• "GM•"x'q"=�wr� _ ,r,r,ti • , ' •rl ::a�i, Ir( wtm,r�,yp�Aa r� _ ... I,a , • ;+Ev "loft-:.. 'I;gIgM ('av: ,..�.rlfp I.�ggldtif�JR41t• , < GENERAL NOTESt� `� 1 • I I I 1 1. `.h w,Ai A"c/.fl tt r,a " +•r' ,•Yrt"la i J la 1 W �y rt �a rt �y � 'i ti . • _ a re :t+d' � u ownrmvMloi�'aPe' = a � P1.a11 rr nu C al ,-t •. rw rr•a1 � i . r�( JI III n •' �S,s I , '. ,r"d' �^11. �.... .. �� :ail �4,rilitik:�#Mto,�e+Qdt ata h*ra:l :r+I It x�w�MMt'r4'+tiAirr is"rllir*., •• r �ncalata aAaLt,•t• •1•••Ira..r 4sr I W'17�• a `I�)ir :4KIp NWIr l:.:l. � rr �� tt���.,. 1 Y f4'_/te atts`haW :!/rt'. •r. r w•Yllq a MO.. M441 r<W M 1-4 r•r •rt n I I •I S �.j�-- T� - I /�w41fi4 zis'co"tr64K51W.a4 i.w, 11 , ,. �. .. - �� flr !x{ ('•~"rtr• M+Vi11 'b•.PfYt T'r°�wRO rr°rCUOw'twG Ne..•\< ,la••.r;VWPa1rvV'r Y1°�r�u�t•.t+. i.. t � mat 3 JJJ ,tl a;t rrlC tllr l.ClWkts a w, q' y,a yafa:+pti, dx = ,.,1 a .'� �-�I' •+ ♦rn•or•\rarn,.<•ra II ," '. r. .T rn.•mr Ij t][ 1 a•Y•Lr"I k15 w t f r tn•rrc+e �, Il! �• ! at r,l'K,... •Fl .,', �t •�t:D •rr It{a ►IF t4 L I f. •Ti•C RiO %� 4 •'•iww ra 11 ✓NI ..:Ikwt'.•• ' S 1 4 -. j t c Ct,•ald, rwml t�,. S1 � i a tivrf'v+ - ,.. ,,, \. RN<mri„q owl - II +IaIrA( NYaatY,M AI s TYPIC]4t. VERIICAL MOUNT ELEVA110N tWtmumtswatw!tt 1 a w t�. , � y 1r /�,t•M!51Mt s adaMa�i�Vy,�+/' »ar ,M 'J, _--� ryna-, �. Vrvrvryir A'Tii fM,aN '4r ♦9✓I 'a hA Tt9 tw err Ct Y- S�w �r rl.Aw• i� •t• - roll A••r a^A r•Ar1N',Ar !W tame ,Vfl a4 alrart7 Xf. :: r/ ) - • M10 ' • c•c•rI w r an• w•' asM �Oa C.4 wcn., CC I Y M1M r. ••2/tatrfnlr7 d / a Q aaI $irl "•. r1 I a, A - r]pyyrl I . w„, •� ., r. Mr'•rlry a.l lw / C alwt *, .:.. ,.. EN4A �4• WxifrM^ Aaa„ t, i Ii wl: .rmxw mwwM,ttifr •I v•'• 'Q {`.0, 'a uualsr �Iym MFsr wvtll wKty'• • nrltl wiM`t*Aa6uaw.r,w -' d•Yltlnttr:!„f s:i°�lsyapyay¢y _ +r+Y rY0 rt •• •arar.lt►� Yra w : r+•rblrn mx-. s, � LrCYI •r•(� i�RS M'( •t•arr[t1/Y IRvt f, .. al anrrc•s rt• [L Q ya g. _, 1 a I I = lY trr4Dt t rsacrat IS 14414.15N.a c•ptr -IA y + • •r Ix fMl..ta waTTa 14. 1 •l • I �•,f, 'aLC -. zlfe tr4 Uaial? la r •'.tdt tWRVa 1.a I� lLLY,1f1'.N wt' . r... Y tf r.IC, Yrt t I * aa. ,rtr wn •1 w w I ', ' _"i_"' , \ rNti.Aewa . ',rrry.t 11MM „mu•a..!yrC fA _lit .. ,f-a. f►t: s Al ,yr.! •' , d�' „- it M.tt(ptfC. I rl 1 I , � � ,a,�� a.bw %r:•rw l•tf tlr9 • n „ . , - r1 w'r"✓r• to � •.!t i ��e 1jf . � I , : •r+' I.:Y rr In / `•An`u+ A,. ti A•r � n •wa.'. it- r -n •n.wre�rnr ar11 l a :J lIi w 'iraK [1\'i .ltt _ I :M r t ,a ce o•aw.f,t. r u f .r rw r n•n rw' rr �� tt17 / xNMIAw1 • rAAn •fit of 't.911 tr(f,fr r:\,w✓••Id Ir�" - .•441.rt'f\•..]• + �,I :I W!'t1Yw t�ir TrJM rrrvi.•'ra.iirwot#1Yt111t1 • f •''"'4t RW Tr9'ht t ow.. W'd rt r' rtrn >r5.. f0 a1.KV•fl•IL I r IatM.lut, t WAS AV t AV k)g', a \ w r1f:lft c,fov 2n•375•13 , - a nw tL:r I rWatiaa;•. n ..,7t al�r_...• ... ,r-u,it '.151T ECALC.10131W f�1 VERTICAL MOUNT ELEVATIoN , NTHDRAN � Y f S t,8aa'tc•• • ter• <ra. hr•w .. •'iNIMUM ALLD4/BLE SPAN SCHEDULE ALLOWABL=ANEL SPAN & uaA 5S 1t Y 0 4 1 Y y` w m.. .� SEPARATIONSEPARATIONSCHEDULE:E, { f 1�aYJIYVIt d v 1a • rl�4 •:.wrA•.• - rattraM wa,: 1 -M yi- - - 1 Q +Awl1 if a t � •, ra..w••N I � I • � ~" �� �•: o){;' r Y, ar i MAT M 'a O I to' r w' fv <r• r'd Gx.*, • a ,.i ,.l a,,A II tx`. aim�maa w.s/'avfa w + 6� aT • ` 1 r AI" ��� Y i . , n Aw:"aa rM.n:. .. ,yr'."Ara�r, ''ran •".4�7,r"fir"„ ,,.r t , em .T "t •t , .. r 1 t''d wr• 'w•• ._ i_- - -r'- M ' 'Q :_ .... _ G- I rl � .. • •� SPAN SCHEDULE NUi't_s: , •a'iM- twa -- f� ! �< rr. „ r-.:t.'rae:t •rod',. I "���rrr fY ra•, , rrtrt Atimt A. • rr r, ., Il,a 4 atl •pw.r•' I�vt 6 t1 ry + • - , -•+4.V arts' •..-w r t•r. v:•1•w. t.... I TI e - a , I 4f'- a ry rl A' ,I - r u Idylry, r .n. .. Sr Ar, a 61• I' i w 1 I i o I � / ..a:.a••.r I4y a. GLASS SEPARA_Tt+rtq NOTES:0 ,•:, f a tl rA . •< ao a .t: •'�'•+. \J� dlM v aR' rk I "T �1 Iy •'a Ihr. a,. •., ... ;• m„r .1�.ww; . _ :^:ro 1'irvt/Wt4. I� v u � •. :-1 .:Y V. .: ., -..r •.a_•r1 •r-+- nstr:Qh ., / : Y::' a f � ••t•11)+,]wr all a r l -t l � � .•+� 41 •... .... •. .rtr. tr,,t'%RTiCiWJ4� FL.t'•• c:5 [tA11�{y[?�ilt�,'G " Q_VTjQ1A�.�`r: [R1Jfi f AStE►IIlYr O[ I r:t rast'a r a•.:frr. . E 0 •' jtJ ��_ .. 3yz�.•.{:ti_. r �n • r.". _�:,•+ ;Ar:'� . - s < "t --- Rr,r- I' :/ y✓ If''t±$ a rl :r. _ ^n{oq 3rS3Y . 1A ..•' IL i r - II �iy .L Y- noV ._ • t' Tlay'l •. r I'1 rta:• * 0. '. Ar awLlla• - wa r•. Gww tom`' . . -Uoallas, � rY��, I tt •nN w V .. errs^• ', �%r'',�' M ��4VIt ��� aJ A fr l�il. tl `. a Yrra•r•er ! 1, I a �=•Wsarrl _. f 1 1) S rg f �•hX � t + L.•y r It 1. Is F: 0100 Virtual Review assist, Plans Review inc �^` com Afor for _ roved mp [ante with the 2020 by frera FaC7tt�r t nne klahr PX2.300 .. I M atrsuf ttRw,a TMP ay: • I I f. . ltnl'A g �T aI`1w'L'IitrittCitY,lt.: r. v• r w wa �. , _ w ., * • i n "f` 1•rnlYwrlwwlw it 5- � f _ a- i� ,- o ANCH09 NQTR,. IA '1 t . r a � r' a Wt(at'I T 1 u' ,. td.ti , •, i i 1 fV♦ w k •1 t � •nJ 1 a If t'• <, ..n .•a •�1.- RAJ I a,r• ft r t . ,..-a. •-r w r••1+r• .. ., Naar a• -�.�.: 101 A w A ; . . to I I r . I Q) U O Q O (L) U 0 0 _�_ QQ) O 0 Y ��•'�t ate/ LL ca . a cz o Vl E z z W J a) a) O U Z) Ct� _o at � V I Q _l HEET NO. SH 1b THESE DETAILS ARE GENERIC AND MEANT TO 31 iOW GENERAL_ FLASI IiING AND WATERPROOFING METHODS TO BE USED. ,V15 11,,;LMLN I PLASTER —\ A7 MVL DRYLOK ll - MAF.ONRY PA 011 Lx I RE ME WNOO1W FA.STFNFR 1) SFAILAINT AT I ;,I ,IN h 11N- WIN OW BUl TO %1ASONPY W111NUUW 6LICK SEALANT JOINT ANT kvnlr rrKr or VANDOW BUCK AND LXILNU 10 WINILKM 1' l MASONRY--.__ At l Ioli IZZZ,� PER COL)• ll 100LIEDSEALANI HLWIHLIALNIS I I;:,i A ANT WINDOW FRAME T( VOINCI'I, 4LICK ALL I HE WAY FOIL r) UP WFATI IFR .E51,STIVE BARRIER & dill I HE it HLSNS I 1vt U WINDOW UNIT Le t-i(tUU1t LIVILN I Z:) Qi EMPORARII Y nFC1JRF `1ARRiF'Ab H I N UUUR HQUIUH Ill ININU -OPE C� 120 in R701 1 r-sprip Wt -)0i) FRAME C.ONS, 114 r,? T hp e:il cnvil �-J (0.6 cm , 30.5 CITI) include, flashi =3 EXTERIOR $1ELF AE)W R,'-' ""I .) �LAItl� -%I , I , N.4"A"ll OF CONSTR -0 SHEATHING ny I APPINGDOV IN ADHESIVE TO BE APPLIED UNDER SLLI .-AUHLIRLI.) I LASHINU OVER RIM.101ST AND I IP T I IRi 1011) or DOOR AN l) t rL I URN UP JAMS 6', U$E LIUVID R 7,03 1 1 Wa that pmvents the aCCUMLflattr)n Ot WALL BY b IN. P)(Tr--PIOP NAILt�HANULJHPLIAJAL WhAINFH 'chir iq aI: I by Sect�ll P703.2 and a rrill of Within the Wa ., -E W PRoor l KINn C.EMT. FIN. 0") 0 .0, C/) a,n,nq lo I CZ WEATHER V'11 41: 11UILL)IN6 PAPLR CIO U) R17SISITIVIF L) C) 0 -0 :0 Al TOPS 01 j0l R703.2 Wate WIRE LATH %--- UNII D1:7(. l nil Ili SU81-Ll 0 C)— r— (srr OrTil Ilil i, approved vil �,::i: 'Lie appl:,::�; 0 LL- ADHERED FLASHING 41vith the upp* I Iwo than 6 17-. "JIe OT r; Ill r cc 0 Cz approved ma The No 15 asphalt Pei CZ 0 > HEAD FLASHING TIC- IN INSTRt IXTIONS 7 E a) 0 felt or other and bUili 1 Cut. fold up & temporarily wil well Wil JUIS I CP i Z ik�,,i5tivc barrier above header to allow for appendages 4QL1 in:"Duction R101 0 flashing in,;tal3atinn .4-5 2 Self-adtlw%Md fiashirigphvr, i-ill flzv,,hing ondc%r weather resistive barrier R7033,3 Wa shl t">e Instalill as ri�iqi,jire6 ;li Section R703.2 anz�­ 6- 11 tl overwood-balsed Sheathing, Slr f.`LiTrier �vitji a perforrylance at least(+-Ijivajent 10 1 wil la); l of Grace D paper, The 3 Fold weadill resistive barrier back over head individual lay each layer provides a Separate f.-untinuous plane arid ariv Flashing (installed in flashing and seal with tape [r)'Il 'I It I 'Fie layers. accordance SFI.F-ADHERED FLASHING q-FiLF-ADHF.RFr) FLARHINJC' SELF -ADHERED FLASHING I nppiil o.�cr I.A.,,00n-based sheath.,rig has a water resistance FLANGED WINDOW Excep is F1 ,"I III:�`­ '�F*TFRV��EATHERRESI<,%TIVC-SAF:RIER -K - 1:�FCTIC)N A FPO EXTERIOR DOOR WITH DF( VVP02 CEMT. FINISH SILO POTSHELF/ CHIMNEY SHOULDER WP03 equal !h,:- by an inter rPning, substa �T MLQHANI(.ALL'f �A!. L'J 1I ED RUBBERIZED ASPHALT NE EDE D IN CORNIL i i �, I Ar)� 1F­'.iVF CXTEFtI0AStfCATt`1I1l REA00FCONSTR INGSTALL SELF-ADI I[ RCU /1, ASPHALT AUHE�'-�IVE ADHCSIVL TO (31 A PPL V F 1) Ul I THF40UGH SELF-AUHEHED / Fi ASHINIr., IAMA it 4F 4r) FLASHING ri r.Arjirmrr� ri ASHiNG R7103.4 Flas� •-rlf„adihered 15nernbranes and rnechanicafly attac hea ffjie;�xiL,�e fla5hiri�i Lt� Ind I LA" 'A JINIJ. t;1L L TIiRF1s1KL)il1)0I 000RANORIFT"Wit, shingle-fashii fl,.-isll sh?.I' be. leslstant. Fluid -applied m8nibiai»ll 1P.A1.48 W'. USE LIQUIV NAIL bRANL, FLANOEDWINIXYX A T) I l, r7 en, on r c tki i i ill ab flash used, c it_, SCORED entry of Ovate .-:Jtk2f Itc) bliJi structural frarnin,g components. RLLI-ASL Pol COWATMCM• 1. Alil extil fenestration products slha�! I: i�c, ale-o at tnc Self -adhered F iASHING 100 OHL i ULL%WJ. 5CUl 5E L F -ADt i C LI f the building v (','Q:'c l la" ("mdo or for proper,omt expansion a ­ contraction, Ill w1,-!-A­pitil niF-rii!s iisil as flashing in ex 60TTOPAo$ shall be insta F,r C TIONA (!SE L Dt"� I Aft. Wl - 11.Ex I 1j tO the SUrfacer-f the �;,xterjurwafi tin IEd tle'Vble flashtnqs -1) l­k ASHINC tinisl :1, 149C 11-7311J Arta CO N�HfHt 00tshat f, J.'I , c; r:: an - e i i Il i e ll r FTI or e of the 2, oile _ - 8Fi F-A0I1FJt-,Li i:L 1,Ai iN! l I AN( 1,4 0) 2 ; f R .,I `,FAL TOPS OF JOISTS 1 1 I 06 -till .-IR 04 "t Ill I 11M W,�I`If finiSh Ill No I LASH OW (IN 00i DECKIII T T OOA NAIL Wf'. ',")E TAIL, WPl . PlIu'lectiurl it the 1.2 1.2. In; :� �rOq ,r.,Siqn pr 1.3 1.3. In i Sl 06 05 CMU INSI ALLATION 6 POINT BUil AND SFLI` ADHERED FLASHING HALF ROUND WINDOW WP04 1;F1 F-AnHFRFn F1 ARHINr, FXTFRIOR DOOR WITH DECK WP05 SELF-ADHERIED FLASHING VVP06 1.4 Inc4 A 00, 250, F DkIA .300 o� i AAiAAfvI ,)vVDr,;,! rENCST—RATION INSTALLATION AND INTLRFACL INSIDE CORNER 2.2.At I :"r151rw:* ­rnc C, stucco ­i protecting k.ps on both sides under stud' ii—Pound, — 3 3 Ur .4 A d- r 8 a wal 41C oonstiui,ttli:,ri SHEATHING 5.5.VVI y. 7 7,At ,JAMB. SILL AND HEAD DETA0 APPROVED Still 11111l APPROVED HOUSEWRAP STRUCTALAD I TWIN TRACK 2.5 314' CEMENT PLAI — L,Ah 12Mil 1min)DRYLoxrXTRrMr---- APPROVED FLASHING TAPE - /DQUBLE i.r SEALANT SOCKET WITH 1 IJOIST TOOLED APPROVED SEALANT VVMQ BEAM JOIST SELOVV %4.SELF-ADHLRLU I LAbi-� SELF ADHERED FLASHING K 3" MIN SELF -ADHERED SELF- A DII D i:LASHING FLASHING 2) SC S 06 02 WIND01W FIN INTIFIRFAl VVI I I I SELF -ADHERED FLASHING SELF -ADHERED FLASHING 17 JOIST kA/Pn7 1121 t-ripkill XA/PnJq FOUNDATION WEEP SCREED \A/PnQ] EXTRUDED SHOULDERUL1 SELF-ADHERED FLASHING 2x FRAMEWALL PRODUCTS DETAILS �' TILE FINISH ;It ANt M?13 < WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND S 1U(J--1-l'- 112- DUROCK---, - I I > P1 P THE FBC RESIDUNTIAL 7TH EDITION (2020) V-4" PER PLAN z 4---- WRAPOP WRB ONTO Detail Instructions V-0" PER PLAN Ti, P rids to E# IF VFRTI('Al Refer to the number marked as, "Ift) in each detail that l rf spo Sll IRFAr. F TO TOP OF or in,.oi Lictions below: f LANll AS AN AIR numloerea itentis in tne bs, FAHHIEk SLOPE 1 ]Nt: I L,lll 1. Install self -adhered flashing in order as shown by numbers L Install flashing and vil [fig 2. Inst, weather resistive barrier to forryi water shedding --- laps 4" OR 88 CMU (PER SEAT DEPTH)-- 3 Self -adhered flashing i be substituted (of* building paper z z 4. Split the release paper- using the ripcord (3plit release on demand, FILL WITH GROUT embedded in the adhesive layer) - for ease of installation and to Z Cr I ItS (iAP IS'A l uJ LU TOP EX, W)T f At 5. Remove all release paper per standard installation Instructions and minimi7e Sroring cuts --T n 0 Lii CONTft it adhere to subtiti ate using a �jqI �)i e piece l fla!shinq rTiatei ial (6" x 6"' U W Minirnufli'l SLOPED MUD ;trn x Fold as shown by arrows W 7 Angle of corner may vary, adjust folding of the flashing accordingly to 3: fit fight to Corner VINYL SHOWER PAN 0 A. Me(:haflw,illy fa%tpn as rlece�,;.-Iry SLOPS < < SHOWER SEAT WP 11 �$il I 1-11UAIN I ILLVLF< LEGEND RED FLASHING BARRIF'" -- RCN O F-.F,F %t. V.T A I I 1--R RESISTANT RARRIFR srL r rLJiW!Nt s `,F ! t ATI I PIASTER: ., -i ­l)HY SHEATHING,. S F Hl I V1 CAL t;HL 11`101 OF W r)RAiNAl PI ANr vfikf3 J HRFAK WRK t A7I SLALANI tMENT1110US WP10 Ceriocrit in acx.oi( With AS, I over WO( floor RertaalP/ /isvi-ew Ti'L,11-",L'-)L ARE GENERIC AND MEANT TO SHOW GENLRAL fir C. Pliat?l complet ssist. Inc by Deb W'th the 12 airl aPproved WAIERPROOFING METHODS 1*0 BE USED. ra AnRe KI., 7threitl.on PF8C 2300 TIP,' Cerriw Piastei Fell backed nIli' Xll in acco!dance L �•. rau k bottof;; -;!1)! Only "if will All Outside l I Pei 'bill need to be miter cut and caulked all butt joints need to V Stampede or Sim. caulk fog otc­ .ii,u rril fn.jt 01 the Well screed. WEEP S-'(--.k1FDfir) F)FTA11- (f 0 4- 0 -}--' 0 0 0 0- (1) Cn ICU M L1J 75� z -J Sf ILE i NO WP1.0