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HomeMy WebLinkAbout6462 Back Forty LpABBREVIATIONS 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 P"i - PRESSURE TREATED PB - PUSH BUTTON REF - REFRIGERATOR RECP -RECEPTACLE REINF - REINFORCING READ - REQUIRED R/A - RETURN AIR RO - ROUGH OPENING RS -ROUGH SAWN Sc - SOLID CORE SCP -SCUPPER SCRN -SCREEN SIM - SIMILAR SHLVS -SHELVES S/R - SHELF & ROD SH - SINGLE HUNG WINDOW SGD - SLIDING GLASS DOOR SPECS - SPECIFICATIONS SQ FT - SQUARE FEET SQ IN - SQUARE INCH STD -STANDARD STL -STEEL STRUCT -STRUCTURAL TEMP -TEMPERED THK - THICK OR THICKNESS TB - TOWEL BAR TOC - TOP OF CONCRETE TOM - TOP OF MASONRY TOP - TOP OF PLATE TP - TOILET PAPER HOLDER TYP - TYPICAL LINO - UNLESS NOTED OTHERWISE VAC -VACUUM VAL -VALANCE VERT - VERTICAL VIF -VERIFY IN FIELD VTR - VENT THROUGH ROOF V -VOLT WC - WATER CLOSET WH - WATER HEATER WL - WIND LOAD WP -WEATHERPROOF WWM - WELDED WIRE MESH W - WIDE OR WIDTH WDW - WINDOW W/ - WITH WD - WOOD I SYMBOL LEGEND: I ❑A = STAIR CALL OUT O = FOOTING CALL OUT - SEE FOOTING SCHEDULE 1 = KEYNOTE CALL OUT PRE -CAST LINTEL CALL Oq = OUT - SEE LENTEL SCHEDULE LG-2 LEDGER CALL OUT - SEE LEDGER SCHEDULE --HEIGHT OF ;T w STEP DOWN STEP DOWN CALLOUT ARROW SHOWS DIRECTION OF VIEW 1 ELEV NUMBER A9 SHEET NUMBER EXTERIOR ELEVATION MARKER 1 < ELEV NUMBER 4 A15 2 SHEET NUMBER �---ARROW SHOWS 3 DIRECTION OF VIEW MULTI VIEW INTERIOR ELEVATION MARKER -SHEET NUMBER -INT ELEV NUMBER -ARROW SHOWS DIRECTION OF VIEW INTERIOR ELEVATION MARKER --ARROW SHOWS DIRECTION OF CUT 1 All SECTION NUMBER SHEET NUMBER LOCATION OF CUT SECTION MARKER GENERAL NOTES THE FOLLOWING TECHINCAL 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 ❑ STAIRS - CHAP. 3 ❑ CHIMNEY & FIREPLACE CHAP. 10 ❑ 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. N P4ARsm LENNAR TAMPA DIVSION 4600 W CYPRESS ST, SUITE 200 TAM PA, FL 33607 813.574.5700 1871 ATLANTA VERSION CHANGES - INDEX OF DRAWINGS VERSION DESCRIPTION OF CHANGES SHT NO: TITLE 1.1 CLIENT COMMENTS - ADDED LED LIGHT TO FOYER CEILING CS Al A2 COVER SHEET FOUNDATION PLAN 1 STAND 2ND FLOOR PLAN 2.0 FLORIDA BUILDING CODE 6TH EDITION (2017) UPDATE 3.0 ADDED OFF RIDGE VENT FOR ROOF VENTILATION A3 A4 DETAILS 2ND FLOOR - ROOF FRAMING PLAN 4.0 PLAN REVISIONS A5 A6 EXTERIOR ELEVATIONS & ROOF PLAN 1ST & 2ND FLOOR ELECTRICAL PLAN 5.0 PERMIT COMMENT REVISION 6.0 TYPICAL TRUSS CONNECTOR REVISION A7 SNO SN1 INTERIOR ELEVATIONS STRUCTURAL NOTES STRUCTURAL NOTES 7.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE 8.0 ADDING K, L, M ELEVATIONS c �3M/S S4 FOUNDATION DETAILS FRAME WALL DETAILS 9.0 ADDED SHEETS WP2.0 AND WP2.1 TO SHEET INDEX S5 S6M/S ROOF FRAMING DETAILS WALL SECTION DETAILS 10.0 REVISED SECOND FLOOR WINDOW HEADER DETAIL CALLOUT SS RETRO FIT DETAILS ST STAIR DETAILS S11 PRECAST DETAILS S12 PRECAST DETAILS PA1.0 PRODUCT APPROVAL INFO PA1.1 PRODUCT APPROVAL INFO PA1.2 PRODUCT APPROVAL INFO PA1.3 PRODUCT APPROVAL INFO PA1.4 PRODUCT APPROVAL INFO PA1.5 PRODUCT APPROVAL INFO SH 1.0 HURRICANE SHUTTERS SH 1.1 HURRICANE SHUTTERS SH 1.2 HURRICANE SHUTTERS SH 1.3 HURRICANE SHUTTERS SH 1.4 HURRICANE SHUTTERS SH 1.5 HURRICANE SHUTTERS WP1.0 WATERPROOFING DETAILS WP2.0 WATERPROOFING DETAILS WP2.1 WATERPROOFING DETAILS J'�`2�IM �'�ttaat �eV�e oho ABC nth E.d}t�oa w �omp�eted Ptans�an�e W�ththeKtahr QX1300 i�r comPyy �ebca aaae NOTICE TO BUILDER & ALL SUBCONTRACTORS IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING LICENSEC 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. 00"15 20A M N O uo Lo Cl co Lo P e- I Q Q u- , t � 9 z 0 w z Q N �oo a C ti cn V 8 b< -p�u U O ° < N •Lu Q.N [ Y o s= o C _ a w H w w J w pLu w Z 0 Lu QQX Q op� wwwooawr -_jZLLLLZ2p �o�o o ~¢ OwOOm¢ch�awQb �wwvnamH�U' _wwVw �UW Zj<< z- UO Q ox OO U. O O cV 0 W V7 = O H V)z M �O O O Q tn- Ln CL J � U LL � 1-- ce d � ,M-•i Z F O Z wui d- 0 0 0 N N rJ .- ch 4 17 0 0 0 O O O 0 co oo 00 o O o O O O O O O O O N O M O N O 00 O e- O N 4 0 � 0 a) 00 0) O r- O N O 0 � N� � > �- e- o N 0 M 0 v I 0 Lo 0 (D 0 0 (� Z Z zo 0Lu0 � Lu O4 0 0)-0 Q F- o�o 0 owws Lr)-0 Z zw�� r ~co0zz I- VzW 5.mzw ,-4�ZZu- (.0 LuOg2z 00 N z � �Zz �¢0 • Z U .�c g OL) o W o: Z Q Z Lu Lu M N N LAST PLOT DATE > May. 8, 23 Z 0 J COVE� SHEET NOTE: WHEN A/C UNIT REQUIRED TO BE ABOVE FFE PLEASE PROVIDE CANTILEVER PLATFORM - PROVIDE (1) #5 IN GROUT FILLED CELL AT EACH BRACKET. ALL CELLS TO BE FILLED SOLID W/ GROUT. _ LL M 9 _o A7 12 ELEV - arik 0'-3 1/2" S3 30'-0" ELEV. AT 0'-0" (8" MIN. ABV. GRADE) (TYP) 6' X 3' I 3-1/2" MIN. 2500 PSI CONC, SLAB OVER 5'-4" 1L II 3'-4" 3'-4" 3'-2" 5'-2" 1 5'-0" • 6 MIL VISQUEEN VAPOR BARRIER MECH. COMPACTED FILL TO 95 /o OF • MAX. DRY DENSITY A 1 2'-0" TREAT SOIL W/ TERMITE POISONING OR I I • BORACARE TREATED LUMBER IS AN I Hg ALTERNATIVE TERMITE PROTECTION TO IQQ ❑ ❑ ❑ ❑ ❑ ❑ ❑ O SOIL POISONING (TYP) I I � B I I I ❑ ❑ g - I I v �Q fV i � N � I ❑ 11'-7" 7'-3" ih -- -_,-- SINK --------------------- I LAV CJ 4 ri I1 ❑ 6 c Lu I o ❑ °O 16-3 3/8" 5 5'-3 1/2"Lo j ❑ �\ S3 D D— I iv v - - - - -, 1 _g D 13 l i ❑ ih M O I fV I 5 N C v 10 ELEV. III ❑ 0'- 4„ 11 v I =LL I o J I CJ v c I co 2W 11 I ❑ v I CC - 10'-8" 9'-10 7/8" I c D — — CJ ❑ N ❑ iL I ❑ I B I 1 q I L cp ❑ M o S3 ❑ I A HB B I C �* a 3 --L) � o I N ❑ ❑❑ ❑❑ ❑ — I ❑ o A , 21- 1 _0 101 16'-0" 3'-5" 21'-411 8 Q I V 30'-0" ELEV - 0'-3 1/2" A7 = LL U� g 60 a D1FOUNDATION PLAN - ELEVATION A 1 /411= 11-011 NOTE: BUILDING SLABS SHALL HAVE CONTROL JOINTS IN ACCORDANCE W/ AC1224-3R ❑ = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB C = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) (2) 24" #5 REBAR PLACED DIAGONAL AT CORNERS PLUMBING NOTES: FBC 7TH EDITION (2020) PLUMBING SECTION 604 1. TANK TYPE WATER CLOSET VOLUME 1.6 GALLONS 2, WATER -FLOW RATE. PUBLIC FACILITIES LAV 0.5 G.P.M. PRIVATE FACILITIES LAV 2.2 G.P.M. SHOWER HEADS 2.5 G.P.M. VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO JOBSITE CONDITIONS. LICENSED PLUMBER TO VERIFY AND HAS THE AUTHORITY TO CHANGE AS NEEDED. 0 KEYNOTE LEGEND KEYNOTE ANNOTATION 1O 1/2" DP X 9 1/2" WIDE RECESS 2O 1-1/2" DP X 8" WIDE RECESS 3O 1-1/2" DP X 13" WIDE RECESS O ICE MAKER LINE 5O SINK - KITCHEN 6O REF 7O WASHER 8O W/H 9O UNDER SLAB ELECTRICAL CONDUIT 10 LAVATORY 11 WATER CLOSET 12 42 x 42 A/C CONCRETE PAD 13 BEARING WALL O FOOTING LEGEND TAG TYPE SIZE REINFORCING (A) THICKEN EDGE 8" x 8" DP (1) #5 CONT. OB MONO FTG 20" x 20" DP (3) #5s CONT. © PAD 24 SQ x 16" DP #5s 6 O.C. EA. WAY OC MONO FTG 16 x 12 DP (2) #5s CONT. V Assist, tnc. virtoalRev�ew and ap�th Review completed Plans with the 102� pX23�a for comPlrance Anne K1ahr by Qebra r4 N O N O Lo 00 Lo uip - S LLI o LU z d > W `0 co co .0 � NU } [ L QM O 0 t5 '� 0 a:8 a a .N ^` W .c W QN c 0O E L (D W w" w f C6w00 � Q Q U Q° �co0 WWW0o°-o =ax zX ozmo �QF- LL U F- OO av�w�OZOo OOMMZ cowawwwWV5�Xz10cr Jd�wOCFa —.LUZD oZ OQU. U�¢ M O O CV OW to = O Q � CD O < Ln z In LL Q uj n F— CL Co Z F- Z LU Jo �O N co M N N N � M 4 cV O N O N O O O O o 00 C co r 00 r 00 r 0 N 0 o r O O O O O O O N O O r O r ob O N r M O O O O r r O N0 N Lo ��-000000 r N cM d u7 CO II- Lo "t cr M (� Z Z o W vV �_ (n W O 0 Q f) M -0 I— o a aO=QZ.Z x � FZ- < m0 =F-=Z M g J Q° �mzw 2 r-4 Q. Z Z LL CD w oo` �agLU �Z � L y e z g CL O" 0 A 1 z Lu J LLJ M Q LAST PLOT DATE Jul. 10, 23 .. Z o FOUNDATION PLAN A 7 30'-0" ' Now1 1 A III,CONC. PAD 041 F. II �p DINING ROOM 12'-0" X 9'-5" 8'-8" CLG 3/4" i_1'-11" i- T-1" 1- 6-9" 4 6" PLUMBING Q STACK WALL N 00 FAMILY ROOM I PO 17'-11 " X 13'-3" 1 8'-8" CLG 1 5'-11" X-8" 4'-8" 1 1 fV 2X4 KNEE WALL, TOP °O AT 34 1/2" 7 5/8" REF TILE a - a � L' LO ____ �____ I 1 N� = 0 � 1 a DWG KITCHEN I 0 14'-l" X 9'-6" :� SINK W/ 8'-8" CLG 3 DISPOSAL ; J 2 8 2 Q o S6 17 1 OOD/ RANGE U 1 N ;? PANTRY O • o = _ rn, 4 " () 16 f1F' SH m 4 D 0 N o N 1 9 PDWR R w v v N 8'-8" CLG � mod, W/H 4" INSULATED LO D PROTECTIVE BRG WALL MIN FIRE 1 S3 BOLLARD RATED DOOR — W/ WEATHER STRIP CC LINE OF S3 — FLOOR 4" INSULATED ABV BRG WALL iv 42" H. `V 1 LOW CC --- - SLOPED 10 S3 WALL 9 TWO CAR GARAGE ----- 20'-0" X 20'-1" ----- 7 6" HIGH ----- CONT. 6 FOYER RAILING p - --- 5 S3 ---- CF,RP T LINE OF GARAGE IN--------------� -----3 TILE 61si� P�S`T'I�N i 2 1 0 I I I ( i U P ca SH1/2 34 i q I ` � M HB 16070 SOFFIT ABV 1_2„ b 00 ENTRY 8'-8" X 4'-4" 2'-8" 16'-0" 2'-8" 7'-8" 21'4" 8'-8" 30'-0" �80 m00 a 9f TIE BM AT 8'-8" A7 �bo m 00 w �a FIRST FLOOR PLAN A 1 /411 = 1 1-011 R&S h « PVA'� « « FLR A7 LINE i v I 1 1 BEDROOM F 1 1 1 1 S6 M m �w csnow q 2'-10 3/8" 6 2'-10 1/2" 411 V-3 1/2" 6"' tj I WALL QBATH #2 7 A7 TP TB R&S 3------- �3 v �4 N BEDROOM #3 10'-0" X 11'-1" 8'-0" CLG 27'-1 1 /4" w J T NOTE: PROVIDE R-11 F.G. INSULATION IN EXTERIOR WALLS, INCLUDING BEHIND RIM JOIST IN FLOOR ASSEMBLY PROVIDE R-11 F.G. INSULATION IN WALLS ADJACENT TO ATTIC SPACE NOTE: 1. SEE SHEET S-11 , S12'1873' FOR LINTEL CALLOUTS & DETAILS 2. ALL EXTERIOR HDRS AT OPENINGS ARE (2) 2X6'G UNLESS NOTED OTHERWISE MASTER SUITE 14'-7" X 12'-8" 8'-0" CLG TOP AT 18'-0" n_ 2'-10 3/4" 09 Zo SH 25 ~ ¢ HD AT T-3" EGRESS c r H __ in —Z �� Ln _ Fo , ih ti N � 1 N LOFT 14'-7" X 9'-1" - `? AHU 8'-0" CLG IN =a A/C RETURN o UNDER DOOR = 3'-4" 1" 2'-11" - '-2" 4'-10" i 8 W/S AT 60" AFF �22"x36"I UT ATTIC 2868 CCESS� J 6" V L w ¢ F= U �_ Q A7 8 ~ U HANSEN 568 BOX DR ER 668 VENT — R&S— (4) 12" DP SH BEDROOM #4 9'-10" X 9'-11" 8'-0" CLG 1 z k3 T - 3'-8" 6 4'-115/8" r, o 16 i_ 42" H M LOW N ' 8" FRAME WALL WALL 42„ H SLOPED \ 13 WOW ALL 3 I CV 7111 OPEN TO A3 BELOW ' 6 36" H. N CONT 5 RAILING \ 4 3 ;2 1 Cl 00 I L0 i0 I I ih rr. I - SH1 34 Co HD AT 7'-3" gr I WALL ------ SH25 SH 25 HD AT EGRESS \` / HD AT 7'-3" FRAME EGRESS WALL 5'-4 3/4" 10'-4" 5'-7 1/4" 4'-4" 4'-4" 79 21'-4" 8'-8" SECOND FLOOR PLAN A 1 /411 = 1 1-011 30'-0" A7 fV GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. INSTALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. ALL ANGLED WALLS TO BE 45" UNLESS NOTED OTHERWISE THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.) = 56" A.F.F. TOWEL BAR ABV. TUB DECK = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.) = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 1X3 PT FURRING STRIP R4.1 HIGH PERM 1/2" GYP 8" CMU NON -BEARING 2X STUD W/ 1/2" GYP. BEARING WALL 2X 16" O.C. W/ 1/2" GYP. E3 = FILLED CELL W/(1) #5 VERTICAL ® = FILLED CELL W/(1) #5 TURNED 2'-0" INTO SLAB = FILLED CELL W/(2) #5 VERTICAL C = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) STAIR DATA STAIR MARK RISERS TREADS LANDINGS TOTAL RISE A 16 AT 7 9/16" 14 AT 10" 1 10'-0 3/4" SQUARE FOOTAGE: AREA PROPOSED FIRST FLOOR LIVING 780 SECOND FLOOR LIVING 1090 TOTAL LIVING SQ FT 1870 ENTRY 38 GARAGE 443 TOTAL SQ FT 2351 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-11/R-13 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) Virtual Review Ass15%. "a"• rt Mans Review completed and p for compliance aiip she Klahrr PX2300 by pebr ALLOWABLE WIND SPEED DESIGN PRESSURE (140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30 ft, Importance Factor=1.0, End Zone= 4 ft) As per Florida Building Code 7th edition (2020), Residential Table R301.2 (4) (Wind Speed Conversions) and ASCE 7-10 Methods WALL TRIBUTARY AREA (ft)2 INTERIOR END 10 39.4 -42.1 39.4 -51.8 20 37.6 -40.5 37.6 -48.6 50 35.2 -37.3 35.2 -43.7 100 33.4 -35.6 33.4 -40.5 GARAGED 30.0 -33.9 30.0 F -33.9 M N C N LID z w o - W z a � u7 E N Cf) 0 cn U -0 7C) ° ` r [ } D O 2 � .� p a: 8 c s c) .� ^` Q� Lu W L !✓ 00 2 a a W W 0LLl Vj wpH wFw-¢ �2 < Yz Z �XQLLUO�wO (� W < Q C.� Q o:02_j<0 �pOgz"Oz�o"F-QF 0 < f- 1- O OWE 0200080z cn�n Wjv�ww�V5XCCQp � O Z LL a~wp H�Z Wi5 ()IL 0X 5 o Sa a N O O N w �O V / O + Q - "O O O L0 J X(tjlLL'n F-aa� + Ln z�F-1110oo z� W �o 0 0 0 e- C'M "qt N O N O N O o a o O c6 0) CO e- 00 r- 00 � O N O O O N 6 O N CD N O O N O O N O N N O N A N O 00 O V- O 4 O 11 C:) 0 G 0 O � O � N o N c 0 L N� > �r-OOooOo e- N cYi d'I Ln CO I-- CO(� Z Z O /V o �wv� 5; _0o�o M F- OWa -0 Z Z�LO-0 w �D ~OZa m9r . V Z J Q %- MZX T-4 a Z Z (.0 u.l � Og2z w M 001 Ua>- �Zcn N z *—�, a o Z g U c� CL O 0 M� W � Z A2 z J WCf) O � T_ LAST PLOT DATE LAST 8, 23 z 0 1 ST & 2ND FLOOR J PLAN A STAIR SECTION 1 /2" = 1'-0„ HEADROOM IN STAIRWAY TO BE 6'-8" IN ACCORDANCE W/ FBCR R311.7.2 1" NOSI RISERS CUT FROM 1x MATERIAL TREADS CUT FROM 2x MATERIAL STAIR DETAIL 1 /4" = 1'-0" SEE SHEET ST FOR STAIR DETAILS —(3) 2X12 STRINGER STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE - ALIGN EXT. FACE OF SHEATHING W/ EXT. FACE OF CMU BELOW 2X8 #2 SYP P.T. BASE PLATE SET TIGHT TO SHEATHING W/ 1/2" EPDXY ANCHOR OR 1/2" J BOLT W/ MIN. 7" EMBEDMENT AT 32" O.C. AND 6" FROM EACH END — 8" KNOCKOUT COURSE W/ (1) #5 CONT. SEE FOUNDATION PLAN FOR FILLED CELL SPACING. — 2X8 SYP STUDS SET TIGHT TO SHEATHING AT 12" O.C. W/ (2) SIMPSON MSTAM36 STRAP EACH STUD 1� S W 3 AP EACH SIDE) CENT �R ) 0 NAILS AND (8; 1/4" X 2-1/4" TITENS INTO GROUT FILLED CMU - STRAPS TO BE ATTACHED DIRECTLY TO CMU CENTER OF STRAP AT T/WALL TYP. U.N.O. NOTE: 1, GROUT TOP (2) COURSES SOLID 2. MAX. WALL HEIGHT 20'-0" AT 140C WIND PRESSURE. IF CONDITIONS ARE EXCEEDED, CONTACT E.O.R. WALL SPLICE DETAIL N.T.S. SEE PLAN M- -L 1 tu23 Virtual Review Assist. Inc. plans Review completed and approved for compliance with the I'll r ilk by Debra Anne Klahpx23U0 M O N CO uj co ' c Q ", us > w W Z Q N OL0- E 1 u Moo } N V -0-0- 0 u omg Q 10 .N w p^ �1 QN 0 E c. W u W . LLl LLJ LU Ld W WHO ~ � � < LU < Ye ''- x� (�►' Q U �yO�xenu.000 =pX ?��u OZMOOH¢P 0W��7ZOROOQ,mZ= Q 00 0 Z Vr ap,�IAWWWNLLacQ0 Qo44pW�2z6zoOwuo4 � a 5 0� O Q u- O H�u O 0 N _OW U) = O O Q CL x � Q L u ce -I O F- Z Z W Jo J N N N N N N � O M e- 4 N O N O N O O O O co co of N N O N O N O N O O N O N O N O N W N 4' O O — 6 O — Q) 00 O O N e- 6 A O N N o 0 0 0 .— r— o N U1 ` •- O 041 p M 0 I d I 0 LO 0 CO 1 0 1'-Ln 1 cr COU)O Z Z w vV W 0 v) v> 0 o a Lobo 0)-a ~O �-0 z zW�¢ x �-H r- < ~m0Z �z w Q i'2ZWTI a. Z Z >. m 00 a- N z � �z �Qo • Z U oUa 0 m Z A3 Z z J Lu N r LAST PLOT DATE May. 8, 23 Z O J DETAILS 0 z c SECOND FLOOR - FLOOR FRAMING PLAN (ELEVATION A' 1 /411 = 1'-011 2 c 2X4 STICK LUMBER 24" O.0 MAX IN LINE WITH JACKS (see detail in eng pack for grade) DROPPED FLAT TOPS OF HIPS FOR FRAMING (GIRDER NOT DROPPED) SECOND FLOOR - ROOF FRAMING PLAN (ELEVATION A' 1 /419 = 1 r-011 16d COMMON NAILS or 0.128" x 3" GUN NAILS Total Truss Quantity = 103. I I.0511 16 21 OII TYPICAI, 5' 5�1113ACK COFMI?5�1 �A�ING MP 5FACING CJ3 CA I?ff�I? r0 LNG, PACK FOP, CONN�CrION, CJ5 M U III I II l i ,mil l 21 —011 iYFICA, 7' 5�TACK COFMI?5�f LAMING ANP 5FACIN6 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 CONS T RUCTION. 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 AF'rER FINAL TRUSS INFORMATION IS SUPPLIED FROM TRUSS MANUFACTURER. NOTE: ALL VALLEY KITS MARKED "VK" OR "MVK" ARE CONVENTIONALLY FRAMED. PLEASE REFER TO ENGINEERING PACK FOR DETAILS NOTES: • FLOOR TRUSSES ARE CUT BACK 3/4" FROM • EXTERIOR BLOCK WALLS. • FLOOR TRUSSES ARE CUT BACK 1/2" FROM FRAME WALLS. • SEE ENGINEERING FOR FLOOR TRUSS CHASE AND STRONG BACK LOCATIONS. • SECOND STORY TRUSSES ARE CUT BACK 3/4" FROM EXTERIOR WALLS. General Notes 1. ALL PARALLEL CHORD TRUSSES, FLAT TRUSSES AND FLAT GIRDERS HAVE THE TOP CHORD PARTIALLY PAINTED GREEN TO BE INSTALLED GREEN SIDE UP. 2. ALL HANGERS TO BE SIMPSON HUS26 UNLESS OTHERWISE NOTED. 3. ALL TRUSS SPACING IS 24" O.C. UNLESS OTHERWISE NOTED. 4. PER TRUSS PLATE INSTITUTE BCSI-B1 RECOMMENDATION PERMANENT X-BRACING SHOULD BE PLACED AT A MAXIMUM SPACING 15' O.C. ACROSS THE SPAN, TO BE REPEATED AT A MAXIMUM OF 20' BETWEEN EACH X-BRACE THROUGHOUT THE STRUCTURE. PLEASE REFER TO BCSI-131 FOR ANY ADDITIONAL BRACING DETAILS. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCLL = * 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 member design & connector plates are designed for ASCE 7-16 and maximum forces from both components and claddings and main wind force resisting systems. * These trusses have been reviewed to carry an additional 104 psf non -concurrent bottom chord live load. FLOOR LOADING SCHEDULE TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF NOTE: TOTAL = 55 PSF Mn NOT CUT OR ALTER TRUSSES WITHOUT CONSENT OF THIS OFFICE. BACK CHARGES WILL NOT BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY OUR SERVICE DEPARTMENT AT CARPENTER CONTRACTORS OF AMERICA, INC. 877-293-9487 NOTE: MULTI -PLY GIRDER CONNECTION. ALL PLIES SHALL BE FASTENED TOGETHER (BOLTS, NAILS, AND OR SCREWS) PRIOR TO INSTALLATION AND BEFORE ANY LOADS ARE APPLIED. PER THE SUPPLIED ENGINEERING SHEETS. NOTE: ALL BEARING WALLS MUST BE ADEQUATELY DESIGNED TO CARRY THE LOADS IMPOSED BY THE TRUSS OR TRUSSES, AND MUST BE IN PLACE AND IN SERVICE BEFORE THE TRUSSES ARE SET IN ORDER TO AVOID REPAIRS. COLUMN NOTE: REFER TO FOUNDATION PLAN FOR COLUMN SIZES 12 �� !f J 20 �,ljm� cur 2X Jut. 21 2013 V /\ Virtual Review Assist. Inc. roved plans Review compteted and app ion for compliance a A ne K ahr PX2300 by Debra HANGER CHART a L = HUS 26 (SIMPSON) jii = LUS24 (SIMPSON) = HHUS46 (SIMPSON) Labeled f:n,a M„ark ATTENTION' DON'T LIFT SINGLE TRUSSES VNTH SPANS LONGER THAN 30' BY THE PEAK CONSULT BCSI -131 30' Span or I ss 30' to 60' Span Spreader Bar \ 60 degrees y or less I_ 1 rl I 2/3 to 1/2 I Ta line spa Ta line i span"'T 1 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. ROOF" DESIGNED FOR SHINGLE ALL REACTIONS OVER 5000# AND UPLIFTS OVER 1000# ARE SHOWN ON ENGINEERING. WALL KEY �I4WA ij•�I4 W' 5 1 DESCRIPTION INIT. DATE BASE LOAD JMD 06/26/15 LC7, EXTENDED FT3A JMD 08/06/15 MADE FT3A TOW PIECE JRH 10/31/16 r LC9 JTH 1217/17 CHANGED HANGERS TO SIMPSON RDP 03/08/18 REV. RE's JRH 11/22/19 REV/ FLOOR BRG. JRH 3/4/2020 REV. FLOOR SPLICING JRH 8/6/2020 RF01 UPDATED FOR LCA SHM 1/15/202 LOAD# DESCRIPTION INIT. DATE RG01 ENTRY TRUSSES INTO LEDGER JTH 7127/21 RG01 RELABEL ADD 7G4 MAW 10-22-21 RG01 DELETE PROJECT 7G4 GSB 2/22/2022 RH01 REV. SPACING JRH 08/19/2022 CARPENTER CONTRACTORS OF AMERICA 3900 AVENUE G, N.W. WINTER HAVEN FLORIDA 33880 PHONE:( 800) 959-8806 FAX1 (863) 294-2488 BUILDER :LENNAR HOMES/CENTRAL PROJECT :TIMBER CREEK MODEL :1873 AMERICAN DREAM/� CCA PROJ/MODEL/ALT .7A2/ 1871A ALT DESC: OTC LOT BLOCK r7ESIGNER PAGE . JMD DATE 1 06 26 2015 1 LAN# SCALE .N319835L 1 1 4" 11=11 M N O N 00 00 01 (D a e^y t Q ` b ♦yyyp Z LU n ` ✓(> Q - . ui z (A W > OL E ^` 0 0 Q () �i U 00 °' V) 2 N V 0 -0- U o � t � �`0 uo LL o Q t U p- •^, V LLJ Q. N p W ` F m a °10 LIJ UJ W~ W J W 0 (' W Q C) �0)9_ 0 x u.V00_j0 <OX-ix OZ200I—QF U 0 � F-- O O O O Z OWw�0z0WOOtnOz= 0o.�yOZWW60:xa0 � �9< w�° wzr?Wc�oa (n LL Q00W gH�_� 0 ¢ OQ o 0 ol¢z ¢ eau. M O O N O W U0 0 �p O tn- Jul Q Uj Ui d z a ,-4 zFa00 -- z � W zo N N N N N N O CO e- lqt c— N O N O N O 0 0 0 6 ao (3) r- co ao ao N N 0 0 N O N O N O N O N O N O N O N O 0) 0) O O � O O O O N N 0 N �.l ,^ J > e- N 01 i 6 (D P'� LO ILU M Z Z O vV O� WwW Q a M- OWLUM � —0 z, Z uj ~ CO 0Z ='n1.-=Z I-1 VZ�J Q MZWT-q: aZZ W h' Q O�1z U�ZZ Z � ct• Z �¢O U a 0(U 0 00 Z A4 W Uj M N N LAST PLOT DATE > May. 8, 23 2ND FLOOR ROOF z Q I FRAMING PLAN A i 12 ROOF FINISH PER 15 ELEVATION ROOF SHEATHING V-4" MANUFACTURED -2" 1" ROOFTRUSS METAL DRIP EDGE io 2X4 SUB -FASCIA 1 -0 ALUMINIUM WRAP ALUMINUM ❑ NOTE: REFER TO STRUCTURAL SOFFIT SOFFIT 12" SQ DETAIL SF01 SHEET SS FOR SOFFIT SMOOTH COLUMN, SMOOOTH STUCCO ATTACHMENT DETAIL —FINISH 6 SOFFIT DETAIL 34 =1-019 er ao ROOF FINISH PER zO i' 125 ELEVATION ROOF SHEATHING MANUFACTURED —� ROOF TRUSS METAL DRIP EDGE 2X4 SUB -FASCIA ALUMINIUM WRAP ALUMINUM STUCCO BAND SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT co ATTACHMENT DETAIL 7 FIT DETAIL E=1-0" 11 COLUMN DETAIL if 3/4 7I PROVIDE FILLED SOLID CMU ABOVE LINTEL TO TIE BEAM FLASHING CASING BEAD WITH WEEP HOLES 2" ------ PT 2X8 LEDGER ATTACHED TO WALL W/ 3/8" X 5" TITEN HD AT 12" O.C. (S) H10A-2 STAGGERED, SEE DETAIL 13/A5 ROOF FINISH PER ELEVATION UNDERLAYMENT ROOF SHEATHING _ ELEV AT V-0" 3/4 8 STUCCO DETAIL 12 11011 5 METAL DRIP T.O.M. 1 - EDGE (S) A23 2X4 FASCIA 1-1/2" THK ,1 ' ALUMINIUM _ 2'-0" WRAP (S) A23 ALUMINUM SOFFIT 00 PT 2X4 LEDGER ATTACHED TO WALL W/ 3/16" TAPCONS W/ MIN 2-1/2" EMBEDMENT 6" O.C. 3„ BTM AT 7'-6" 2,2„ 12 SOFFIT DETAIL 1-011 9 STUCCO DETAIL ER PT 2X8 LEDGER ATTACHED TO WALL 6„ W/ 3/8" X 5" TITEN HD AT 12" O.C. 1„ 4 1„ ' - STAGGERED fV N N o 0 0 0 0 o co o bo EPS g" 1'-0" 1'-0" 1'-0" V-0" iv FOAM iv 10 ' BRACKET DETAIL 13 kLEDGER DETAIL _ - = -On 6" SCORED BAND 1'-0"--./ 7/8" STUCCO FRAME 6" X 1"THK CEMENT PLASTER BAND 16" X 1"THK CEMENT PLASTER BAND DRIP CASING BEAD AT BOTTOM OF STUCCO BAND 5/8" STUCCO ON CMU 1 CONTROL JOINTS CONTROL JOINTS MID -WALL WEEP SCREED SHINGLE ,, ROOF 12 J_ l J I_l I' J � 5 u LJ�_L_ I I I LJ I L1_l_IJ IJ,II .Il LE umima ININININININIMINI INININININININIMI lmimimimimimimlml FRONT ELEVATION A 1 /411 = 1'-011 7/8" STUCCO ON FRAME MID -WALL WEEP SCREED 5/8" STUCCO ON CMU CASING BEAD W/ WEEP HOLES OVER FLASHING GRADE LINE REAR ELEVATION A 1 /811 = 1'-011 `— GRADE LINE RIGHT ELEVATION A 1 /8„ = 1'-011 A t-L — CASING BEAD W/ WEEP HOLES OVER FLASHING ELEV AT 8'-8" T.O.M. USS .A/C UNIT AND PAD ELEV AT V-0" 1 ST FLOOR FF 5/8" STUCCO ON CMU 12'-0" z CONTROL c W CONTROL JOINT JOINT 12 5�j — -- — — — MID -WALL WEEP 12'-0" A/C UNIT AND PAD 2-0 - SCREED DRIP CASING BEAD AT BOTTOM OF �100 ® - - - - - - STUCCO BAND - - -- GRADE LINE LEFT ELEVATION A 5 1 /8 - 1 -0 ASSUMED GRADE 7/8" STUCCO ON FRAME ELEV AT 18'-0" T.O.P. ELEV AT 10'-0" ELEV AT 8'-8" T.O.M. ELEV AT 0'-0" 1 ST FLOOR FF 7/8" STUCCO ON FRAME _ ELEV AT 18'-0" d— T.O.P. 2,-0" ELEV AT 10'-0" 2ND FLOOR FF _ ELEV AT 8'-8" 9— T.O.M. ----5/8" STUCCO ON CMU ELEV AT 0'-0" 1 ST FLOOR FF ELEV AT 18'-0" T.O.P. CASING BEAD W/ WEEP HOLES OVER FLASHING ELEV AT 10'-0" 2ND FLOOR FF ELEV AT 8'-8" T.O.M. \I I 11 A5.A I — ELEV AT 0'-0" 1ST FLOOR FF 0 .-J. O" 7, All 4 n. A., 1 ROOF PLAN A 1 /8 = 1 -011 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 INSTAL LED 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) L 2 1 2023 V_ virtual Review Assist, lnc. rove plans Review completed and app tur compliance with the 2020 FBC 7th Edition by Debra Anne Mahr PX2300 GENERAL NOTES: * G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. ROOF CRITERIA - 12" OVERHANG U.N.O. - PLUMB CUT FASCIA - ROOF PITCH PER ELEVATION - WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) - SHINGLE LOADING ROOF VENT CALCULATIONS: NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANTITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER FBC 7TH EDITION (2020) SECTION R806 FORMULA = S.F. / 150 (1/150) * 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT ATTIC AREA = 1222 SQ FT VENTILATION REQUIRED = 586.56 SQ IN VENTILATION PROVIDED AT RIDGE = 276 SQ IN VENTILATION PROVIDED AT SOFFIT =1008 SQ IN ATTIC VENTILATION ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL R806. THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET (MEASURE VERTICALLY)) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN. VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) RIDGE VENTS - 18 SQ. IN. OF NET FREE AREA / LINEAR FT. * OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA / UNIT * SOFFIT VENTS - 7 SQ. IN. OF THE NET FREE AREA / SQ. FT. IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION LOMANCO DECK -AIR. - 9 SQ. IN. OF NET FREE AREA / FT. FOR SHINGLE 36 SQ. IN. OF NET FREE AREA / FT. FOR TILE NOTE: EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE -HINGE DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL PROVIDING TRACE ABILITY TO MANUFACTURER AND PRODUCT �C-o N w T 00 u. s . � Q SIN O LO - E 1..-c o W M d N V O a t� C +�-2 0 cj) •N � p� N � w Q N C ^, W L 00 E� .9) a V, LLI W (D LL1 W wH X<MJ W w 42, z xj--¢0��� LL c,� O0_jO Q U <axJzIx 0z2o�1.- 0wX�0_ZORoOmz2 a O Z O0 z C, ZLL0 J¢aoW z 0 ~p Q.L a. Q ¢ W 1- Y a oQ o 0 0¢ Q LL LL ■ 0 0 C4 _OW V) = o z ?��o �M o Q L M LLr) 7- LO Lj_ Q W Q Ln d -4 z F- W W JC:) J O O O o r r N O N O N O o O O o 00 0 co O O O N N N N O N 6 O N 6 O N O O N O O N O N O N A N CD � � 00 O (V � O N d o -' 0 c6& 0 00 O O N 0 N� .- CD N 00 M 't 0 Lf) 0 0 0 r` L CO U) z z O ujo owv) o O4-a O Q F- 0 0 a Lr)WW -0 Z z LLI t� ~m0Z Z J %-2ZIx 1� Z Z u- Lu I� _ Q OgRz U�ZZ a w N Z r4; =QO Z H U 0Ua 0 W tr Z z W W J W M O LAST PLOT DATE May. 8, 23 EXTERIOR 0 Z ELEVATIONS & ROOF PLAN A A D FIRST FLOOR ELECTRICAL PLAN A 1 /411 = 1'-01 1 SECOND FLOOR ELECTRICAL PLAN A 1 /4" = 1'-0" ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST T FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. METER MAIN 0 200 amp 150 amp Disconnect POWER CO. FEED 200A INDOOR PANEL CENTER #15 copper to lights & outlets #12 copper to 20 amp ckts #10-2 copper to WH #10-3 copper to Dryer 2/0 or 4/0 SER Alu 4 Bare Cu Ground Footer STEEL Groundrod tied to footer steel OR 4 Bare attached to footer steel GROUNDING PER 250.50 & 250.52 NEC TYPICAL 150-200 AMP ELECTRICAL RISER DIAGRAM NTS ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH_ �4 SWITCH ° 4 1/2" DOOR JAMB DUPLEX OUTLET- TRIM �� 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL— o 2� ---SMOKE DETECTOR V-0" MIN. ELECTRICAL LEGEND: NOTE: ALL HEIGHTS ABOVE FINISH FLOOR 110V DUPLEX OUTLET AT 12" 110V DUPLEX OUTLET AT 39" NOTE: ALL RECEPTACLES 110V DUPLEX OUTLET AT 43" ABOVE COUNTERS 110V DUPLEX OUTLET AT 45" SHALL BE SPLIT 110V DUPLEX OUTLET MOUNTED HORIZONTAL AT 12" - TOP PLUG IS HOT 110V QUAD OUTLET AT 12" 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 SW STRUCTURED WIRE OUTLET 0 SWITCH AT 36" 6 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" -0 PUSH BUTTON FOR GARAGE DOOR OPENER DIMMER SWITCH AT 36" -� PUSH-BUTTON DOORBELL -A - CLG MNT LT FIXTURE JUL -EB CLG MNT PREWIRE - FIXTURE BY OWNER }C SURFACE MNT FIXTURE {T} WALL MNT FIXTURE NOTE: C\ ND OPALEX - ALTERNATEN TUB/SHOWER CANS MAY BE ®� 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED B (J� 50W MR16 4" LOW VOLTAGE OWNER plans R v for camp lea n lC 50W PAR20 NFL 4" MINI ROUND RECESS by 0 `�o� 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL } CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ cs SMOKE DETECTOR C SMOKE DETECTOR =U-18= UNDER CABINET 18" =S-18- SINGLE 18" FLUOR STRIP =U-24= UNDER CABINET 24" -S-24- SINGLE 24" FLUOR STRIP -D-24- DOUBLE 24" FLUOR STRIP U-36 = UNDER CABINET 36" S-36 = SINGLE 36" FLUOR STRIP D-36 = DOUBLE 36" FLUOR STRIP S-48 — SINGLE 48" FLUOR STRIP D-48 — DOUBLE 48" FLUOR STRIP 24 24"CLG MNT WRAPPED FLUOR LIGHT 48 48"CLG MNT WRAPPED FLUOR LIGHT Fr�24:i;� 24" VANITY LIGHTING gi—= 36 � 36" VANITY LIGHTING 48 48" VANITY LIGHTING EXHAUST FAN/LIGHT EXHAUSTFAN �p DOUBLE FLOOD LIGHT W/ COVERS AND d 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR ® CEILING MNT SPEAKER ® CHIMES (DELETE W/ INTERCOM) �f MASTER STATION ELEC PANEL VACUM OUTLET AT 12" WA CEILING RETURN AIR EHI A/C REGISTER C THERMOSTAT ® 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 14 4) > IO � a W L C -O U i`' AMC v� M M V) U .0 -0— co di �o zu8 � O Q t tea^ .N V w S2� W L 0O E00 5 IC-1 w (D W w W W J �wyj o E m m J O Q C YU o J O Q Q U �C7xJzx Oz�o�F-�F OwHoZtMOOmZ= -< p O W 0 Z cnwa�v�ww�ixx<0a-j JOa z ea z owe, -J w<Ow 05 wz-�U a < OW O od Q ��u O O N Ow 0-4 Ln = O ��-+��DO O Ln Q J Ln ((; LL warn Z QO F- Z 2023 w � o 'd- N M cM Review Assist, I a p ra t M N v completed and ith the 2020 FBC 7th N N a Anne Mahr PX2 00 4 O O O O O O O O O r co 00 ao o N CD N N N N 0 N I 0 N I 0 CV 0 N 0 N 0 N 0 N d) N O O O — O e- o0 O N ch O NO N � �- 0 N 0 M 0 � 0 to 0 CO 0 r- LO 4 Cr Z Z O w owU) O L)W LUa M -0 O0. LO -0 Z. ZW~� =mZ �- ZX:W a �2zw TI a. Z Z %� w I\ a O V�'Zz -3 z CV Z Z ~a0 U Ua 00 W zA6 Q z Z J W M O (0 T— LAST PLOT DATE > May. 8, 23 1 ST & 2ND FLOOR . ■ z4-0 0 ,J ELECTRICAL PLAN A N 0 M 60 - cV 0 M 1" FILLER 5 OWNER'S BATH 1 /2 = 1 -0 FILLER /\ o KITCHEN 1 /2" = 1'-0" 1 1/2" FILLER fV cV M 00 co CO N io 2" FILLER 1 _g 34" 1 1/2" FILLER 1 1/2" FILLER ! , PANTRY 4" BACKSPLASH a\ 2'-0" SKEWED V-9" 3'-3" 2" FILLER KITCHEN 1 /2" = 1 '-0" SHWR HD--,,,. VALVE LINEN CLOSET 4'-11" 11 3'-3" 11 4 1/2" — OWNER'S BATH 1 /2" = 1'-0" N c%� o O O M co bo O (V a- M tD NI I ail 0 to SHWR HD — WALL VALVE SPIGOT L -u.. s._u.. 4.-U.. 2" END PANEL 3 KITCHEN�ISLAND 1 /2 — 1 -0 HOLLYWOD °Q STRIP LIGHTS io 30" HIGH MIRROR N 4" o BACKSPLASH co / O M -9 7/8" 2'-6 1/2" V-6" BATH #2 1 /2" = 1'-0" T-0" 1 1/2" FILLER / SEE SHEET ST / / / / 2X4 WALL TOP AT 34 1/2" -. 4 KITCHEN 11 2 — 1 -0 0 M WIRE SHELF :�, 0 "HANSEN" BOX 220 VOLT LEI �_L WI DI 14 1/2" X 16" DRYER VENT RECESS I I I I I I I I M I I I I I I I I I I I I I I I LOFT PWDR II KITCHEN BATH UNIT 11871 - A'- BUILDING SECTION 3/16" = 1'-0" 8 UTILITY 1/2 JUL 2 1 2023 , n Man for compliance by Debra 'Anne Klll, LIahr PX2300 PRE-ENGINEERED WD. TRUSSES AT 12 — 15 24" O.C. (SEE TRUSS DRAWINGS) R-30 BLOWN INSULATION ELEV AT 18'-0" T.O.P. OWNERS SUITE LIVING ROOM SEE FOUNDATION PLAN FOR FOOTING SIZES AND RE -BAR / 2ND FLOOR FF Y ELEV AT 8'4' T.O. M. i 14 N � E V C .p O W c1 M d N � 6 a c ) C t p �/1� �/ u 00 p u= g X Q • N ^1 .0 w 6 ,o � 4 aN C �� W L O V) W W o �; Wo'- z HV-- �a'0a§ocn Zo-o9m$I�a 000 tl� Z �ga�zWg o�O�a aLL ��0�� �zo UQ� OQ o 0 o Q¢ LL O O V) = O > CD O Q M O Ln ( L F- ce a .M-1 Z 00 F- z� w �� d- N cM M 000 N N N c- Q A r 4 T- N O N O N O O O 0 o ao M �— cn o0 0 0 0 0 O O O O O O O M CD N O r C) e- CA Op O (V O N NO O b 0 � � 0 N� � � �- I o N 0 I M 0 4 0 ui 0 CO 1 0 r� M � Z Z o vV owv� O� Q �_o�o Oa= �-� Z. ZLLJ~� =HOZ Z J Q�>-rr.� 2 T'I,, IZ Z O Z Z u- 00 W Imo' a O�mZ UL0ZZ a w N • cl� z Z F_ U _�e Ua g 0 _O F- m z A7 Q z w W Q0 M O LAST PLOT DATE May. 8, 23 z 0 A - INTERIOR J ELEVATIONS 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 A F DE EMBE 1 T 2 HR MATE COPPER ARSENATE CCA-C WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL S O DECEMBER 3 S, 003, C O D CO S ( ) CONSUMER USE, SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACO-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y 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 TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH 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. 1 ST 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 SO. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3, DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3, 4. 1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 60, fy = 60 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 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 0 STRENGTH YIELD F THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF I S G RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-1-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 1/2" GROUT FILLED MASONRY: 3/4" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. MODULES OF CONCRETE TYPE MIN, 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-1-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 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 318" 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 = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) Fv = 285 PSI 4.7. STEEL: 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. 4.8. SOIL: 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 7TH EDITION (2020), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protaction system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrlgation/sprinkler syystems Including all risers and spray heads shall nbt be installed within 1'-0' of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. mBust be remmoved be�ore enter os of treatmeontar along 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 verti al chemical barrier must be install,8d after construction is complete, mcluding�andscaping 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 buildingg department by a licensed pest control company before a certificate of occupancy will 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. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. TYPE: 513 GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE_ IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. 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 DESIGN STYLES ARCHITECTURE, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. jtj� 2 2023 Virtual Review Assist, Inc. Plans Review completed and app d for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr P12300 W M o � f e � N O o ,, 0 .,/ LL . O , u7 .t O p, Q d� IZ e 0 W tY a W Q 0 U % M °° a W0m u og °Q U Q x .N V LU O N o E - -6-) TNT fL� a � LU W WW Lu W J W ZO� W (D W <Q V �H U)H Y�_jO�wCu-80V OxZ0Z2JI-<of� LLo -a0 F- F- OnWOZ0�00mZZ -L9a0a-�z1Z-L0d U cf)OZU F �Z < f-J - OX O Q~ �a LL Q 0 LL O 0 OW (/) � n O l=0 O Q (n J Ln LL ((n z Z WC:) � �O N N co N N N O r r Q O O O O � 00 0) CO V- OO •- OO V- O N O N O N N N O N D7 O N � O N O O N O N O N N O N M N O CS 00 4 O 4 N 0 O O C� O O 'O O r- N O N s r- 0 N 0 co 0 d' CD t:p 0 CD 0 ti Cr 00 w Z Z o W WUr> W fn 0 O Q 0 a LU LO -0 z z W F_ = m 0 Z �Z?jJ %' XMZ TTI Q. Z Z >_ McoCV Od�W� Z � Z o Sa Z U Ua Q 0 m Z SNOJ a Z Z WLAST MO PLOT DATE Jul. 10, 23 Z 0 STRUCTURAL _I DETAILS THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING II Ix 1 I J, f,,,,{ M�a• I i I—,r, I I IF II 16GAx1-1',2" LONG (3/4"-1" CROWN) I S' ICI STAPLES (W 6" O.C. VERT BETWEEN I MAX 1 I I i I 16GAx1-1 2" LONG (314"-1" STUDS (NOTED THUS:—) -OFFSET I I I I CROWN) STAPLES (4) 6" -- STAPLES BETWEEN STUDS AS AS SHOWN O.C. VERT INTO STUDS �--- --- (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV 09.24 21 SCALE: 3/4" = V-0" 'DETAIL EXCEEDS THE REOUIREMENTS FOR FBCR 703.7.1 LATH' "ONLY APPLIE S TO LENNR TPA.'JAX" LATHING ACCESSORIES: ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. WOOD APPLICATION: 16 GA. x 1-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERTICALLY/HORIZONTALLY INTO FRAMING MEMBERS. MASONRY APPLICATION: CONCRETE STUB NAIL, 3/8" (10 MM) HEAD DIA. MIN. @ 6" O.C. VERTICALLY/HORIZONTALLY OR COMPATIBLE ADHESIVES, EXTERIOR GUN -GRADE, CONSTRUCTION ADHESIVE WITH 1" DABS @ 6" O.C. OR IN A SEMI -CONTINUOUS BEAD BETWEEN THE SOLID PLASTER BASE AND THE SOLID PORTION OF THE KEY ATTACHMENT FLANGE. CONTROL JOINTS: INSTALL CONTROL JOINT LATHING ACCESSORIES IN CONFORMANCE WITH C1063. LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS, BUT SHALL BE STOPPED AND TIED AT EACH SIDE. ALL ACCESSORIES SHALL BE IN ACCORDANCE WITH THE LATEST ASTM C1063 & ASTM C 1861. CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H 5'-0" _ STUB -OUT FOR GAS METER 0 — N H C G 000__1* 1'-0- a CD" Ln • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS" 2" X 4" @ 16" O.C. T-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 1514" (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 X 145 15/32" CDX 0° PLYWOOD OR +. + 7/16" OSB RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE } } 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. + + + + + + + + + + + + + + ++ + ++ + + ++++++ /++ + + + + + + +++++++ +++ tt+++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 5000s 1.8/1.7 3/4" or 7/8" 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 2x — + 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 ° 1/8" gap r r r Sj FILL CELL BOND BEAM STEP SCALE: N.T.S. #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" min. 2" max }Small gap „ • --I4 max. C!inch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block sclid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x_; CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVINGY8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 11;nnih SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pif max along load bearing wall. Load bearing wall must stack "Non -stacking walls over squash=20 blocks and require additional wall or beam below.- consideration. Check local building code for appropriate 1116 details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES -� DO NOT cut, notch or drill flanges Boise Joist Blocking IJsa T' 110d1 nails at R" n r Provide adequate bearing for each lapped joist. 10d nails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below." Joist 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 Use 10dx3" nails at 6"o.c. for all joist blocking panel "Non -stacking walls require additional consideration. — imam 6„ A 1Y" ROUND HOLE MAY 6„ 6„ DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1J2" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" Round Holt= Diameter (in) 2 3 4 5 6 7 8 8.875 10 11 12 13 Rectangular Hale Side (in) 2 3 5 6 8 9 10 Any 16" joist Span (ft) 8 l'-0" 1'-1" 1'-2" V-2" V-3" 1'-3" V-7" 1'-11" 2'-4" 2'-9" 3'-2" T-7" 12 V_0" l'-1" 1'-2" 1' 2" V-3" V-9" 2'4" 2'-1 1" 3%7" 4'-2" 4'-9" 5'-4" 16 V-0" l'-l" l'-2" l'-2" V-7" 2'-5" 3'-2" 3'-10" 4'-9" 5'-7" 6'-4" 7' 2 20 V-0" V-1" V-2" l'-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11" 6'-11" 7'-11" 8'-11'" 24 i'-0" 1'-1" I' 2" 1'-3" 2'-5" 3'-7" 4'-9" 5'-10" 7'-2" 8'-4" 9'-6" i0'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y" 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. N.T.S. Jc Web Stiffener Fastener Schedule Joist Bearing Location Series I Depth I End Intermediate ® BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d BC16000s BC16500su 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60se 11-7/8" 2-8d 3-8d 14 2-8d 5-8d 16" 2-8d 6-8d BCI90sw " 3-16d 3-16d 14" -16d 5-16d 16" 6-16d 6-16d SIMPSC w/ (22) NAILS T 5/8" 0 THRU BOLT SIMPSC w/(22) NAILS l R TRUSS 'OP PLATE 1.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL - SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. •�e LOCATION OF SECOND H10A SIMPSON y10A (WHEN w/ (18) 10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION J ° PLUMBING LINE PVC OR SCH40 SLEEVE a - ;I% 0o I 1I==-111—I1I •' iII II • a —III1=I'I—I I I I=° i1 . FINISH GRADE Backer Backer block (12" wide min.) —I 1I J — Nail with 10-10d nails.— �— Install tight to top flange. A SLEEVE THRU STEM ° SEE PLAN FOR °• n° . • ° • ° ° FOUNDATION INFO ° STEM FOUNDATION \ ``�N Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4%2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiff as Web stiffeners are not re uired when top P required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist 0 ,1 L p depth I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN H/l, unmoc k rv%, SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. JUL. Eul I� �— — SEE FND. PLN. SIZE & REINF. Revie 12" BELOW PIPE VERTICAL THRU FND. s Re Ua' oml GRADE r1dilfor compliance with t by Debra Anr PVC OR SCH40 SLEEVE TOP (2) #5's x 4' 0" —\ CENTERED @ PIPE PLUMBING LINE I PENETRATION I— I r---------- 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 ° SEE FND. PLN. SIZE & REINF. M 0 N ul 00 LO �,�d 4 C11 ,n , 0 z Lu . LU =O ,�, v��, dp�v 0.e+,tf 0 W 0 z a N N uO — E L % o W ,tee N M ,}, to V -0 70 - ° s } 0 u 5� �•� pig Q C 60 x w _NV aN E o F0 -v a 70 W W Ww w Uj' awWpo W0Q �� ¢ x z (D W Q Q (_i XO��JV)030CU)LL0 LL JO 0 ZLLLL ZM�C, < = O 0 WIZ v 5U,IL>tI� W W ��LLQ-'¢Qa,J Q~wO �V5 ,Lu Woo 00W r7 o¢ ¢ ¢ LL 0 LL 0 0 N OW H (/) =J N 1 O �M C:) V Lt) a J z Lu Q Ln < 00 I— Z LU J C:) d' 12023 V� 0 0 0 hsSISt, Inc. L N M.4 N e 202g FBCp pi h Ed ion o 0 CV 0 Klahr PX2300 O . 6 CO 0) r- v- 00 e- : v- 0 CV C) 0 C)04 r� 0 CV C:) CV C) N 1 0 N (4 0 N 0 N M M O O O 00 O N e- MN O 4 0 , 00 , CA CA CD O O CV 0 N 0 N � � (V O , M o d' 0 t1') 0 CD 0 ti M^ VJ Z Z O W L)oE0 WUJrn O� CL 0 W LLJ Z W F- =000Z S2Z�J Q !- MZW 1� �ZZ N w z 4-4 CO Z Qo Z � U Ua 00 W � Z SN1 a z W _J W O N LAST PLOT DATE May. 8, 23 STRUCTURAL Z 0 J DETAILS 2x #2 SPF STUDS @16" O.C. W/ (2) 161 TOENAILS T & B 2x P.T. PLATE 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA, X 31/4" TAPCONS @ 24" O/C & , (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV @ 6" MAX FROM END OF 2 x PLATE It UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL CHAIRS (TYP.) WWF OR FIBERMESH (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND A i I'A HED D ° PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL - — D 11 I=I� I �—�I I II I 9 PRE ENGINEERED WOOD-�IIII� III — — TRUSS @ 24" O.C. U.N.O. "� �- I-� -� I -III -I I-� 1=111=111=i r 1Ti-1TI-T7-i I 1 I f-1TI LTf-1� HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHED.) W/ 8 • �[ (TYP) VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL w/ OUT UPLIFT rG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" SN1 ELEV. VARIES 53 INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8"OR 1/2" HIGH STRENGTH '--TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGT1w/ —TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS s „ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR / GYP. TYPE EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE RSEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS, ABOVE) CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ — 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" OIHOR 2x BLOCKING HORIZONTALLY@ INTERVALS EX1 ERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2" x3/16" PLATE WASHER NOT EXCEEDING 10'-0" (R302.11) 3/8" MORTAR BETWEEN INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ SLAB & BLOCK SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE AINSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION 5/8"° x 10" "J" BOLT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TSIMPSON SP1 w/ (10) 10d NAILS r 2-0/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATI `'' ELEV. 0'-0" (ALT: 1l2"xl2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WI2x P.T. BOTTOM PLATE 0 5/8"x10' WEINCLUDE THE WALL ° A.F.F. @24"OC DGEANCHOR 2111 x6W1.4xW1.4 ATTACHMENTS 6x6W1.4xW1.4 O.C. °. ) 11 WWF OR FIBERMESH MEN SWWF OR FIBERMESH H 31/2" MIN. 3 1/2" MIN. 4 ° ° °... ' ° A a' ' 4 ELEV. -0'-31/2" a ...4. .'° ° °°.° ° 4 °,° a ° • . ° '' 4 2x4 CONT. a A.F.F. . ° p p A, ° Al 4 a—_—I'31/ ( I 4" D "(min.) 4" _ _ _ -�I-III- 2" m'n.)- - z III -III -III- n.)- a 0 z ..°. 'v N D a 4._� D pD GARAGE DEPTH VARIES ° 31/2"(min�)�7.41" 4 00 j 00 -LIIIIIIII III i� 31/2"(min.) - 4" -II=T — =1 I I� I 4. ° T 1 i I-11 I _ I 1 I-T-IlT Ti 111T-J -�I �ILI IL�-Ll IIl III III -II ''- 2 #5 CONT, 'TT '� 2 #5 CONT. GARAGE SLAB AT STEP B U.N.O. MIN. TYPICAL BEARING WALL MIN STEP TYPICAL BEARING WALL STEP SHEARWALL C @ CC SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" SCALE: 3/4"=V-0" C� y'+ 5/8" OR 1/2" HIGH ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING - STRENGTH CEILING 12" N.O. �2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C Q�s' BOARD PER CODE (OR 5/8" 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. GYP. TYPE 7' @ GARAGE EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C �M W/A HABITABLE ROOM SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY �o �\tN °�S 2x BLOCKING HORIZONTALLY@ ABOVE) W/DRYWALL EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT °° INTERVALS NOT EXCEEDING 8"x8"X16" KNOCK -OUT NOTE: SCREWS @ 7" O.C. 2 ROWS OF 2x BLOCKING @THIRD POINTS APPLICATION � 10'-0" (R302.11) BLOCK W/ 1#5 CONT. 1"x P.T. STUD () SEE SECTION C/S3 FOR CEILING & 8" O.C. WALLS FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION INSULATION PER SEE CC/S3 OR cam.+ LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. CHART ON FLOOR 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" ° 8" C.M.U. TYPICAL BOLT INFO. 5/8 x6' J' BOLTS BOLT 3RD LAYER 1/8"THICK. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 10d NAILS PLAN 24" O.C. VERT. OR PLATE WASHER TYPICAL K.O. BLOCK 5/8"DIA. EXPANSION BOLT @24 " 1x2 P,T. HORIZONTAL (IF NO UP LIFT ON @ 2x P.T. PLATE 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD O.C. W/ 7" EMBEDMENT (MIN. SHEAR NAILER TYPE "S" MORTAR WALL SEE GG/S3) (6) 1/4"x3 1/4" TAPCONS MIN. 2500 PSI CONCRETE SLAB W/ 3500#, MIN. TENSION 2600#) "SIMPSON SP1 SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR STD. 90-HOOK (SEE DETAIL) w/ 10 10d NAILS - FIBERMESH BAR BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N ( ) iti WEEP SCREED INSTALLED TYP. 2x P.T. PLATE � o END OF 2" x PLATE WWF OR FIBERMESH ARCHITECTURAL c PER MFR INSTRUCTIONS FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR D p 1x2 PT WD FURRING @ 24" O,C. ' ' GRADE % D ' D _ Z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a ° ° D [GRADE 60 MIN. Fy= 60ksij FINISH GRADE 00 2 a D D o 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS MONO OR STEMWALL M — — = p D • 25" MIN. LAP [3G" MIN. LAP] (SEE FOUNDATION PLAN FOOTING MONO SHOWN ° ;' ° �— — — - g II —I •_ U.N.O. I L= w �- `II — D p pD o0 D D a , FOR LOCATIONS) FOR CLARITY °' R — — — — 6 MIL VAPOR BARRIER i 1 1 III ° 11=1 I I-1 � 1-11 =_ R 1 7/8' 1x4 P.T. BASE NAILER 31/4" BASEBOARD cr MIN. 2500 PSI CONC. SLAB w a MIN PSI MAY VARY PER - MUNICIPALITY. ``' 4"x4" INSPECTION PORT AT CONCRETE SLAB W/ 6X6 EACH FILLED CELL TYPICAL W1.4XW1.4 WWF OR AT GARAGE, CONTRACTOR "FIBERMESH" TO CUT BLOCK OR POUR CURB DUE TO SLOPE CV ' .•ti M p p a Z •00 � M D CD 6 MIL VAPOR BARRIER II ,' p !r 4CN II COMP. SOIL. 4 • '- (COMPACTED TO 95% MODIFIED PROCTOR Tit TT� NOTE: EXTEND DECO FINISH N ASTM D1557) to 6" BELOW GRADE (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK U.N.O. 4" V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5Yz" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS c*7 4„ L OP �IIII IIIIT SEE A/S3 OR J/S6 _ II T_ , FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. —� � #5 REINFORCING BAR D D' ., D a D I-III-III-III-III-III-L Z Z - _=_1T1=1Tf 1Tf=1Tf T - �f-I IT TI I- I TI=1 II= D #5 LAP SPLICE . ° o ° I-i I � �-III-III-III-I II � • 1�IIIIII(2) #5 CONT. NOTE: g ° D D J�--�T N COMP. SOIL. (COMPACTED TO I I _I _D _ = I 36"MIN. LAP [36" MIN. LAP) ON 3" CHAIRS 'FOR BEARING WALL 1�-- III=IJ=I I1�; i 95%MODIFIED PROCTOR +I— 1 IJff T I� 10" (TYP.) 8" 1'-0" 8" W/ UPLIFT ONLY — — — r� IT - i TI f-I I- I I�11-Ill- -�11--l�l-lll�J1 1J1 111 I I i D1557) III 1�I1, �TJ1,�IlII-LI,�11r II��--T— TTT 4" REINFORCING BAR #5 STD. 90 HOOK Tn-1�1:1Tf,;111TIIIIIIILR,II�IIIlllrlll-111 #6 LAP SPLICE TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING KE REBAR DETAILS rF WALL w/ UPLIFT G SCALE: 3/4"=V-0" SCALE: 3/4"=V-0" SCALE: N.T.S. SEE TYP. WALL SECTION FOR ADDITIONAL S3 SEE TYP WALL SECTION FOR ADDITIONAL 3 SLAB INFORMATION. 6x6W1AxW1.4 3 1/2" WWF OR FIBERMESH min. 4"---, z GRADE 00 ° _ r REBAR w/ OPT. I I -SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" 53 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS c I=- z N ' M a =L 1 , .... • „ 4°Q - T SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. �'S3 ADDITIONAL INFORMATION. SLAB INFORMATION. S 53 SCALE: 3/4"=1'-0° S3 VARIES SEE PLAN 1 1/2" RECESS FOR � 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 7 10d NAILS TO TRUSS TOP CHORD FOR TRUSS "' • AT 24" O.C. MAX.x CONNECTION INFO SEE PLAN FOR ' . &LAYOUT DESIGN ° — — TOP OF BEAM °. SEE ROOF PLAN ° ' III -I I I nl I IT NViftu" — — - — ° ° ° I1- Plaw ie (2) HTS20 FOR STRUCTURAL i— +or complifjce 1 I II BEAM SIZE & _' I 4 �' by pet CONNECTION INFO ° M - 1 8 TI I- P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALANT INTERIOR °.. .4" ... CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB °P M 6 MIL VAPOR - 1 — _ — BARRIER — — —IIT HE'L III 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 2x4 #2 SYP P.T. FRAMING w/ =111 , MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 1'-4+' 8" z ATTACHED PER NAILING FOR REINF. INFO. W ° SCHEDULE OPTION #1 ¢ SEE TYP. WALL SECTION FOR ADDITIONAL > w SEE PLAN FOR STRUCTURAL SLAB INFORMATION g w COLUMN SIZE AND BASE s W CONNECTION INFO. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=1'-0" 53 2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE COLUMN TO PORCH SILL '°' w/ 1/4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND GARAGE ATTACHMENTS & 18/D1 PAD FOOTING 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS c W/DRYWALL SCREWS @ 8"O.C. ATTACHMENTS TO FOUNDATION PAD _E d INSULATION PER CHART ILSQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. r ' „ ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS ;� z G 4 ° —j ) FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 1+ T SIZE AND REINFORCEMENT) Z WWF OR FIBERMESH M w I IllTJI- ° /—BRICK PAVERS or SLAB PER / COMMUNITY SPECS o o = • 0 °• s _z Q " � — ° 4 — — " g ¢ 0-0 FIN. FLR 01. — FOOTING -II II_-1T=11-111-1--llf--Tfr BEYOND ' III PAD REINFORCEMENT I II I Ii i i�"'- (SEE SCHEDULE) FOOTING WIDTH 3" MIN. CLEARANCE SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 cM N CN o .t. ',•� o 00 ,L �P4'b ���, �•� Lu w Q cnn` M LO E L 0 i o W C) M N M o oN MONO N c n s M u S 2s °a$ U •N V W a� 7N s` o E � aLLi w a~ LLI a�zoz� OaX0oo Q V ao¢JzELL0-z0 J¢� Z O a Y0WMWWQw(L> z Z WU)O aO�oLQ aO wVw0� LL 00 LL O 0 rq V)DI,*% %-.1 .;p V) C) O ac~n JLn aunLLV: d Lu � CL 4 I- Z Z W �o L 2 12023 J I" ___ N N N N N N Review A . In'. M completed and a pro N '' N ith the 2020 FBC 7th d+' fP `' O a Anne Klahr PX2 00 O O'o 0 00 1 0) co 00 00 O O O N N N N N N N 6 N 0— ' O O t- o0 O cV r- A O 4 6 O OO O N N 0 N�CD � � N 'cM 0 41 0 Vi 0 CD 0 � M Z z a w owin LU O O Q Qo �o>a 22a 0 IX = Z ZLLJ~ ` =000Z J � Qz %- �Lu ZIx T-4 Q- Z Z ��( �LuM N U) zz a�0 Z U U� a 0 0 W o< Z Z z Lu W(y) O � LAST PLOT DATE May. 8, 23 STRUCTURAL Za + 0 J DETAILS -MONO 12 `TYP) SEE ELEV. SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 2x6 / 2x8 WALL BEYOND SEE PLAN FOR HEADER (2) 2x HEADER TO SIT CONNECTION i FLUSH TO THE OUTSIDE i SEE PLAN FOR SIZE 2x DEAD WOOD @ MID POINT w/ (3)12d _ TONEAILS SPACED V EVENLY HEADER FLUSH TO OUTSIDE OPTION DOUBLE 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 @ G" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 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 II 2x CLOSURE WALL W/ II STUDS @ 16" O.C. W/ (3) 10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINEVERY OTHER STUD TW/ (3) 0d NAILS 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__'1______�_4u 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. 90^ 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 BLOCKING (TYP.) —ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. -SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA, TEE THREADED 3" DIA. EXTENSION. SCREW OFF CAP (3" DIA.) FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS DRAIN WALL CLEAN -OUT rA SCALE: N.T.S. 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 • • •- .- • • �� _ . - •- • 1110I!:I !!m ■■III III■■ Milli IIII� ■■III lido �IIEI IIII� ■■lll lii■■ Milli IIlI� NOW III■■ �Illl IIII11= NOTES: lO 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. L WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J r- W T > 1 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8xl6 C.M.U. GARAGE DOOR --___` TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. ;. d SCALE: N.T.S. POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 81" 7 5/8" 8" 7 5/8" 8" INTERIOR WALL Ct EXTERIOR WALL 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 / 6 SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -ct 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. <' WALL a a'. ° ad DOOR STOP d .d MOLDING 2 x 6 P.T. GARAGE DOOR J-BOLT TRACK BRACKET , DOOR TRACK ' W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON 1'-4' 1 (1) (2) (1) (2) (1)LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER ) \—(2) 2x HEADER SEE PLAN 10d x 1 1/2" AT EA( .�J 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. 00 SIMPSON HTT4 TYP. U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT INTERIOR WALL HEADER DETAIL Q SCALE: N.T.S. S4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER \� RESISTIVE BARRIER SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD \� 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T ) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT 74 L IN KO BLOCK AT EA. STUD MAIN SPAN 7 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. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SIMPSON SIMPSON Eo TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF . 40,, SPLICE STAGGERED ATTACH ALL -' EXTERIOR STUDS W/ 4 16d TOENAILS TO P PLATE NOTE: �o PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS •7 P.T. ATE SIMPSON SP4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL e SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 0uwrwiv SP2 INTO TRANSOM FRAMING SIMPS014 SP4 t, EBLOCKING USS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS EACH END w U 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 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL ,J SCALE: N.T.S. S4 SIMPSON SP4 �2X TOP PLATE OVERLAPPING -10d NAILS @ 6" STAGGERED SIMPSON SP1 SIMPSON SP4 -BOLTS @ 24" O.C. MAX _ 2X P.T. PLATE 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) > (4565# SPF) > (5645# SPF) i (6970# SPF) )S (9335# SPF) N. 8" PDXIED A.T.R. t & NUT 'OXIED A.T.R. t & NUT OXIED A.T.R. t & NUT ROOF TRUSS ABOVE LOCKING 2X8 P.T. BOTTOM PATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) C SIMPSON SP4 Jul. 2 (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY Virtual? K.O. BLOCK W/fins Review #5 CONT. &for compliance M FILLED by pebr 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING ° ° BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES ° E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM Q 2X8 P.T. BOTTOM PLATE OD 1 5/8 x10 J' BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. I co N N Ln _ r Un e < LU U-; r, z. r� o _ O Is, uj Q (n N Lo -y E L. -= � b W 7'�M� N u di -f'_ ' t}' :) M '(Q-�1 M a% u a 0 i° 8 0 .N .0 von V Lu 0--. ao c m L. �a a i LU LIJ (3 W n L'i LU �Cr uj OJ wQw 0vC¢C O03: u0Zo QQ� ¢�X��n�zg�0J o�oWoamZ=¢<z �F�d_ (1'o zw Z YWm0w�oz _j aozO- aa�Zw'�nn aW�_ �a LL oEZ) Q U- O O N OW zLnLr) V) o O ~ Q Ln J lL"I� z I4aLn rti >- ,Q u Q 00 z3: zo23 w o dam' view Assist, Inc o o `: o opleted and app m ove Ed N tw'a N C; N � 4 h the 2020 PX2 Klahr PX230 7 N CV 1; CV Anne O O 41, O �O I T O qrl- O V-- 100 , V-- O N O N O N 04 N �— O CV O`,O N (m ;CV " 0 N a CD N 0 N 0 CV CA No O 00 O CV e� M O O O 0)Q> O O O e— O .- C14 O N o .7 N Lo 0 N CD Ch 0 I'll CD Lo 0 (O CD ti M () Z Z O vV �_o�o owv) O 0 ~0w°' O Ui� Z Zx W F-~ =Ca0z 2�3� a ZW T� Z Z 2 L)(Lg N z � U)Z Sao • Zcl� U - _1ke 0Ua 0 m Z Z W J W N r LAST PLOT DATE May. 8, 23 STRUCTURAL z 0 J DETAILS SIMPSON HGAM1( W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (� 1/4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ UNSUPPORTED, SCHEDULE FOR SHEATHING DETAILS (2) 16d NAILS? IF >9" SEE 10/S6 45° t 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT L BRACE TO EXTEND EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB & (2)10d TOE NAILS @ LENGTH (SEE TABLE) EA. END @ 48" O.C. 2x8 P.T. GABLE TRUSS SILL 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 1 OdX3" @ 3" O/C THROUGH CHORD INTO 2"x6" P.T. PLATE 2x4 "T" ON TOP OF PANEL BLOCKING -:-WEEP FASTEN WITH 1 Odx3" @ 4" O/C SPACED SCREED INSTALLED PER MANUF. @ 48" O.C. 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) NOTE: IF EMBEDDED 1Odxl 1/2" NAILS AT EA. STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1O/S6 BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45°t / SEE STRUCTURAL NOTES AND NAILING SCHEDULEFOR SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO @ 8'-0.. 0/C. EXTEND AT LEAST 90% OF 2x4 CROSS BRACE WEB LENGTH & NOTCH AT APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) RIDGE FASTENED AT EACH JOINT w/ (3) 1Od & SIMPSON H2.5A w/ (10) 8d (2)1Od TOE NAILS @ EA. FROM LEDGER TO END BLOCKING GYPSUM WALL BOARD GABLE TRUSS 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED CORD ATTACHED W/ (2) 16d TOENAILS w/ 10d NAILS @ 6" O.C. 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD SLOPE OF ADJACENT SCISSOR TRUSS) MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 `DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 1 Od & (2) 1 Od TOE NAILS @ EA. END 2x FRAME WALL (SEE WALL SECTION FOR SIZE & SPACING) 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 1/2" x 8" "J" BOLT 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL @ WEEP SCREED FROM EA. END TYP. TOP & BOTTOM JVFASTEN WITH SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS BLOCKING 10d 3" 4" FAFA O.C. MAX w/ MIN, 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH GABLE WEB SECTION 2 SCALE: N.T.S. S5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. REFER TO DETAIL J ON SHEET S5 FOR X-BRACING, AND TOP CHORD BLOCKING N N _ go 00 SEE SCHEDULE - [RSH] AND FASTENERS. (MIN. SEE STRUCTURAL NOTES AND NAILING - ON FRAMING SHEET FOR SHEATHING FIRST 4 BAYS) INFORMATION `O SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 1 1 1l " So co 2"x4" CROSS BRACE (2) 16d NAILS APPROX, 8" FROM 2x4 RAT RUN BRACING 11 RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) BOTT, CHORD FOR 4 TRUSS SPANS 10d & (2) 10d TOE ATTACHED W/ 2 -16d NAILS @ EA. END AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2) 16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINIS�i 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) EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. IINIMUM 2x :ROSS BRACING BEE PLAN FOR OCATIONS) TOENAIL 1 (2) 16d NA (2)16d PER JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rT� SCALE: N.T.S. S5 12" ISH SCHEDULE ATTACHMENT 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 10 SCALE: N.T.S. S5 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 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES x @ 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS _1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2x4 "T" ON TOP OF PANEL-j BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ :. . 1 Odx3" @ 4" O/C (2) 12d TOENAILS SECTION g SCALE: N.T.S. S5 �- MINIMUM (2) 16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 1 Od @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2)10d TOE NAILS @ EA. END 2x4 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2) 16d TOENAILS (2) 16d NAILS MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C SIMPSON HGAI OKT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SIDS SCREWS TO PLATES AT 24" O.C. DBL. TOP PLATE SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTIONr4 SCALE: N.T.S. S5 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1 Od WOOD TRUSSES I TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z w BRACING w/ (3) 10d x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAMIOKTAw/(4) MOISTURE BARRIER 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" BOND BEAM TITEN TO CMU - -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON - LOAD BEARING LOCATIO (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-O" - 6'-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT w/ (4)1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"xY SDS SCREWS TO PLATES (TYP.) \--STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 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/ 1 Od NAILS @ 4" O.C. 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 J 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. Ll INS mm WA i M 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 ZSOTTOM 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 SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) JUL 2 1 �y COSMETIC DROP CEILING FRAMI Virtual Review Assist. Plans Review completed and SCALE: NTS for compliance with the 2020 F by Debra Anne Klahr P' WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION b I, r M o N Ln -1 e - .�� Ln - � ) o Q 3j. /��r ' 0 ZQ N N LO - E V �19 o N � c B � - M -= -c 0 2 g U �8 0 < �Ln W V w 0- L 23E C3 CO Cmn W W(DW� w WQW _wm rz co�Qm z m-jOmU0u- Q Q U = H co OXz�LL Lzg�o��Q O(nm Oz0x00mz U Q Q Q Z ��n.jcnww�V5xm¢pm_5 Q�¢OwQF Iz0wvona LL Ow 2 �YZ�Q Q O¢ o =O o�aLL I 0! O O N z W O In O zV) 0 < (~ M LLn LL. V- aCwQLr? ce Qu<00 z W �o �O 023 N N N N N N q A,4 T N O N O:O N approved C 71h Edition o o 300 00 co CO CO O O O r- O T--, O':O e— N O O O N O N 6 N;N N N N Cif A N CA O O �- O �- CA O N �— O N 0 4- , O) cn 0 O CV ' cn L NLo � �,�O.o0�000 � N y; CC-; Ln (01 ti LO 00 V/ Z Z O W Wr2: f/) UW O o O� Q vo�� �a oa=Q z z 0 � t� ~co0z 1 = Z 3 J Q 0 Zof Z Z C� cV N z ,--� cnzz a 0 '`'• Z U i a J O O0 m z Q Z W J uj cn Q r LAST PLOT DATE May. 8, 23 STRUCTURAL z Q J DETAILS 12 I INSULATION — BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" 0/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE (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" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROOF -SHINGLE ROOF 15/32" CDX PLYWOOD OR 7/16" O.S.B. (SEE ROOF NAILING SCHEDULE ON SHT SN1) ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE SOFFIT SHEET ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER J ~ PLYWOOD SHEATHING .J 2X BLOCKING @ EA. WALL m NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO 16" O.C. 2X S.P.F. STUDS o W/ (4)16d TOENAILS TO TOP PLATE 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2)1Od @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1 Od J w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD = INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 B R SO. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALS S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM —�VIETAL SEAT ER PLAN p OR FELT PAPER FOR MOISTURE e:• BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL c M 6x6 W1.4xW1.4 WWF OR FIBEF STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONIC, KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M v 4"x4" INSPECTION PORT AT J cn EACH FILL CELL TYPICAL w 1x WD FURRING @ 24" O.C. a AT GARAGE CONTRACTOR BASEBOARD M TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 4"to 6" BELOW GRADE ... Q FINISH GRADE Lu • '4 e • A TT7 �7 e ��''�7I 7�'�I' ' �TT71JJ. J.J..L� • + T�7LLL7��1JJ ��I IllllllL'� I IJI..I—LIL�I I I � � e. III-1 1I- "'71l \—STD. 90 *HOOK (3) # 5 REBAR ON 3" CHAIR Tr—' `T (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2-STORY WALL SECTION SCALE:3/4"=V-0" S6 SIMPSON LSTA24 STRAP W/ (8) 10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 1Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL---- BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. "'N 1st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR, UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS 'END SHEATHING TO )F BEAM OR GIRDER XE W/ O.C. IOR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. CORNER TYPICAL'IT" AND CORNER DETAILS N SCALE: N.T.S. S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED 00 FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS °P SEE FRAMING WEEP SCREED c z_ PLAN INSTALLED PER MANIJF. r � 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 10dxl 1/2" 0/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1"' ^ 2"x BOT. PLATE (2) 1 Od @ 6" OX PRE-ENGINEE FLOOR TRUS! FLOOR CONNECTION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8) 1Odxl 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1 ST FLR. SEE J/S6 SCALE: 3/4"=1'4" FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6) 1/4" x 21/4" TITEN SCREWS TO MANSONRY f� WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. �— B.U.C. (8)1 Od NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS o SCALE: 1 1/2"=1'-0" ��S6 NOTE: SEE TYPICAL WALL N. SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT. 5 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd 5/8"DIA. x 10" "J" BOLT W/ 8" PTS FOR WALL HGT. > 8'.6" EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10)10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. ::X TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH e, d . e a e TT� , .e �� a .. � . II III d ° .•. III I I I�r — — - M���� �T - (3) #5 CONT. ON Y 8" 1'-8" 8" CHAIR W/ 3" MIN, CLEARANCE INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. S6 i 15/32" OSB EXPOSURE SHEATHING x x PROVIDE BLOCKING AS REQUIRED PER D o SECTION X-X IF NOT FULL HEIGHT SHEET C Z G FLOOR SYST M (2). 2x TOP PLATE BEYOND I 151,12" OSB EXPOSUREI p SHEATHING w SOLID 2x cn BLOCKING @ ALL C C SHEATHING 00 EDGES (SEE OPENING SECTION X-X CL U C x w x E 2x STUDS Lu BEYOND. SEE PLAN o O A "-2x4 P.T. BASE 2x RIBBON OR VERTICAL HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM I A I A I 1 r l r 1/ A T l r% A I r% I A^ M A A A 3/8" "S" = NAIL 3/8" SPACING S 3/4" i 1/2" 1/2" S ° v2' SINGLE NAIL EDGE °SPACING DOUBLE NAILEDGE SPACII AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO wl (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3'• O.C. STAGGERED FOR SHEATHING SECTION X-X T�7 S1cFp1 NlL 2x CRIPPLES @ - 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) 0`NNA WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM Ye" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END O w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Yq". z _ OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z LL = © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. C) @ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. ai STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. Cn OE w w/ 8d COMMON NAIL J ww LL P- O n PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER > < O N J w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. Q ¢F OOVi U) m OG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N w O 0 ~ MEMBER IF GABLE END c NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 21/2" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 41 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12G TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / SEE PLAN FOR REQUIRED ---- CONNECTIONS SECOND FLOOR LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH . e. 4'. e ed e M — a III—IIIIII—I I °e -1 I —III —III I I • e -IIIIIIIIIIIIIIIII 4 e° I I I -I I I d 44. e (3) # 5 REBAR ON 3" CHAIR 4" V-8" W/3" MIN. CLEARANCE — ALTERNATE FOOTING C HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS ISTUDS SIMPSON EA END EA END EA END EA END 1'4' (1) 2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (3) (2) (3) (2) LSTA30 lUl 21 2013 n PLYWOOD SHEATHING NAILED PER NAILING v Sslst. lnC. SCHEDULE SEE DETAIL C/S6 FOR MORE INFO Virtual ReV1eWetea and approved plans Review comp 2020 FBC 7th Edi 2X STUDS @ 16" O/C llanCe wtth the px2300 7/8" STUCCO FINISH PER ASTM C. 926 for COmpby Debra Anne Klahr APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 1Od NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE I °° -III=I1 4 @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. (M 0 04 In LL, ' P.f . ' `t w Q C W L 'O U M C +-� �a10 2 u N U -0 -0- 0 'c t 8 U O 0 u- , v �.0 U N V Lu ary c E 70 >` V a LJJ I1J ❑ LLI Vj W 0 f- UJ Fes- Q w J � Y Z w z Q LLl U X5�J003: uLLUOoJO <Ox-'Z0 I OZ200HQQ C'1 O 0 Z (7cn0LOz0�00mZmZ 0 Co LU -,Ooa�zWo_zZL`Ow0pa _Wwo ILL.0 ¢¢QOW W 0 0 25 Q 0 U- a O O OW 0 = O O ,.>., �p `M O L M z0 Q In CL V) Z(A�N Ln 0- ,M-•i a O I— Z Z Lu J O l� N N cM N'N ' c'M N N N r- c� 14 O �r . N N ( N O o `o 00 0) co T11 O T-- O �- O N O NO O CN N o N 010 N'N O O N O N CD N N 0 N n a) N 0) O v- r- 00 O r Q O O O e- e- N o N N' � 0 N O N O M O �t O LO O CO O I�- L cr M (n Z Z O Z _ HIV 0 Q �O n. Oa=Q j( z Z uj W I� �Lu co0Z (�zw < Z 0 T-I 0- Z Z U. r,� 00 0a�z N< z Z� �Qo • Z U Ua 0 0 �- m z Q z Z Lu J ui M O O r LAST PLOT DATE May. 8, 23 STRUCTURAL .. z Q J DETAILS -MONO DOOR JAMB (REFER 1x4 1/2" DRYWALL 1/2" DRYWALL DOOR JAMB (REFE191i DOOR JAMB (REFER 1x4 1/2" DRYWALL P T TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN.x4 APPROVAL FOR CAPPROVAL FOR CONN. 1X 4 t" LONG X 3/16"0 1x4 P.T. FURRING „„ 3/16 0 X 3 LONG FURRING TAPCONSTAPCON 2 ROWS 3/16" x 3-1/2"3-1/4" FURRING TAPCON. INTO STAGGERED @ 16".. @ 16" O.C. & 4" 2X8 BLOCK@ SPACING 1 „ DETAIL O.C. 2-ROWS INTO FROM EACH END w/MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRYTHROUGH 11 1-1 /2 DETAIL 1x8 wl (2) Rows 8d NALS 3" DETAIL 1x4 P.T. & 1x8 P.T. 1. DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN. STAGGERED @ 12 O.C. 3/16" x 3 -1/2" 1 x4 P.T. DOOR JAMB (REFER TAPCON 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL EACH END W/ MIN TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" x 3-1/2" TAPCON @ 16" 1x4 I') (2) ROWS 3/16" x 3-1/2" O.C. & 4" FROM EACH FURRII TAPCON @ 16" O.C. & END w/ MIN. 2"EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3° 2x8 2X DETAIL 2 1/4" DETAIL STAGGERED @12"O.C. 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGSf CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL — 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG. BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. 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 J SCALE: N.T.S. SS INSTALL WDW. SCREW ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX * SOLID BLKG. AY TOP BTWN. ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK 2'-0" WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. 1/4" MAX EMBEDMENT INTO ) 2'-0" 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 BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS ARCH DETAIL K B-B SCALE: N.T.S. SS SECTION A -A 8" 1/4" x 3 1/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED ---2 x 8 45 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. SECTION B-B 8" 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 EQUAL 114' MAX. RAID. PROPER INSTALLATION MAX' $ FILL SOLID BOTH CELLS #5 REB: (TYP,) STD. 90' HOOK (1 ±5A NOTCH WEB AT FIRST 2 COURSI "" I— :;APACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS SCREWS & (5) 1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16) 16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'Y2" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5) 12d NAILS SIMPSON i 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS i JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. � 4'-0" MAX SEE PLAN NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSiTION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL ; • ' .; REINFORCING AS FOLLOWS: SEALANT * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. ;;':;;:'• * PRESS PANEL REINFORCING INTO PLACE. "H 6„ MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL :.Y 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 CONSTRUCT"rON. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4Yz' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 3 1/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = 1'-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER (1) #5 BARS CONT. WHERE THIS CONDITION TOP WITH MIN. 3" OCCURS COVER 6'.0" F.F. p' D D 'II D —�1 ll GRADE D, p. ` Q D l 1 I� CV q co Z ° D (2) #5 REBAR. MIN. 3" 16" MIN. COVER EA. WAY SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN A YP.) THE :S I IA1Ar%r%rT7TA01 17 IAIOTAI I -rinKl FILLED CELL INSTALLATION I H SCALE: N.T.S. SC SEE ARCH PLAN AND PRE ! Nt 1 RUS'S DESK-;N HEt ..; 2x IJ - ALUM C-Elk,' BR G WALL TYPE T—*- p �- ALU Iv' u,' = PER PLAN 1 I "' I � 1.3141' �J= 7.4,''ENED PEZ I -r•.. d"J,C m E 2 BE Li \'d I LCUNT '� EfJTED OR y wy,I, T;T CONT 2x4 NAILED TO ---J 2x BLOCKING NAILED TO TC � ' 8LOCKINGw+2-12dNARS('') CHORD EVERY OTHER TRIJ ,w+ �- I CJ NAIL: T i'P. I %1ATERIAL SPAN "1 - Ht C)E.I" N - li ,RII:� til Es,.:l iEL I`UH; �(PO :)%INEN IS AND CL. -' _ LISTEG IN THE CAE ,. - Nry_ t TER. A _ N SHEET SN IA_*HM' _-N I I V,14, L ALIJ%1 INC FLU# lbt- FR•C:ILILIC:TAPFIRCINALI F k tl NNCL FA 3TENCD TO. ( f,1U wl T NAVL 0S7` DLA Zr 24" C) C. w/ 5/"8' PAIN. EMBEDMENT WCK30 w/" (3) 16 GA. 3/4"x 114" CROWN STAPLES @ 24" MAX. C.C- 1:"J C: AI _ PATTERN SlJb F 1::..I,+ " ' 14i, "yi^, , .'1 K 1:4 ;:IR"()V' N :;",',!'PLE (Ga1 EA(.'H C ROO\ :: STRUCTURAL AL SOFFIT SF01 5;rALE 2+4 ® ,, - . I"•I FOR ALI_If,11NUN1 SOFFITS WIT F: I:I4 211.I :;h 3 1' 4' II 1 ALL 1.10 �",r AN bO }, THE SOFFIT FL PA INSTALLATIC N ;Pf 'REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DET41 LS, 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS -SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. X (2) 10d NAILS @ 8" O.C. OVFigygN TO TRUSS TOP CHORD + + �FNQry PLYWOOD SHEATHING + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + SOFFIT + + 2X4 SYP ` , s + EACH TRUSS CONNECTOR SEE LINTEL SCHED. CENTER SOFFIT PRECAST LINTEL SEE ELEVATION 2X2 #2 P.T. MIN. FOR OVER HANG W/J-CHANNEL SECURED (MAX. 4'-0") @24" O.C. FASTENED TO CMU W/ 3" LONG T-NAILS @ 24" O.C. SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MI% MSTAM STRAP RrAI P- 1/d (ZFG CUGGT r)) AAlll 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/41 1/2" SIDS SCREWS INTO BAND JOIST & (4)1/4"x2 3/4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL, INFO SCALE: N.T.S. FILL 1st 4 COURSES SOLID W/GROUT a 4: FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. • e«' f OVERHAN RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1'-0" 6-0" NISH T D ° p #5 BAR D 10" ° ° ° CENTERED W/ 9 H D IN TOP o D .Ig KNOCKOUT / EN _ CHAIR BLOCK ° MONO FOOTING SIZE AND REINF. PER PLAN ° AND SECTION DETAILS I ° CLEAN FILL D ° DIRT z ° STANDARD b 90' HOOK N #5 BAR IN FILLED CELL ♦ Y A • r a ♦ r h r • r ,^ r r V V a 0 V 'a, ��� •A V V a a A ♦ _ e . A• \ b •r a• v V r. av V V n. a• \ V er A• STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" = V-0" OTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. jUl. 21, 0 EXISTING BOND BEAM. \ DRILL 34'6" MIN. HOLE SET BAR IN\",nc- CAP TO PREVENT LEAKAGE VirtualRev►eW Aedvia � e leted and p Ith TOP SPACE BETWEEN EXISTING GROUT & NEWAIR` �Yl'�e With he 2ah0 pX2300 MUST BE PACKED WITH NON -SHRINK GROL1Tr(f�!02;x*one K #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY U - EXISTING FOOTING RETROFIT FILLED CELL DETAIL (2) #5x6' IN CONC. FILLED CELL �•:ws�::r.: O 4" SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. _ L• ', J 0 W. a L _W 0 �cy) U � � N � w N �% Q �_ m Om M b< .� UOS O� ? N N w aN oEi a a w W w J w m pO O I- W �9ZO Q 0 <aXJz�LLpz2p�ILL-Qo Q Ov1��0 0M00mpZ V 0 0 cnwawv�wLLJWV5'w�zd' � C1' O Z JOIL ZQmzwzOwO�OM J �QOw i/) L Qpw -�wp�Q OQ o 0Qzz LL N 0 N 0 00 LO *k Q z W T� i 0 aR O O OW F-- V) O co O z Ln u- Q ul) J Ln W Q In Cn z z Ii 00 Z ~ W w N N'N N N N Ch:4 O � � CO 0) CO QO O O O O N N N N N N N N N CV N N CA 6 6 o QO CV A N O- - O H O 4 1 O O 6 O N CD CD o �— O N 0 1 .L N Lo 0 0 0 0 . r- N Ch d' Lo CO f­ 1 Cr Z Z CO U) Wo oU) O �oZEa O ° Q F- 0 Zxwm CWHQ ZW ~ =m=z UZ a LLI ZW ri dZz OUa�w U)Z CV z T--1 = Q 0 z U i J aU� o a Z z z ui 0 N N LAST PLOT DATE > May. 8, 23 z Q STRUCTURAL J DETAILS—RETRO FIT SCALE: iII = 1'4" NOTE: THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. VVMLL FA1 SYP CUT TO FIT ARS IN WALL 2x12 SYP BEARS IN WALL SYP 2x4 PT NOTCHED INTO STRINGER - AND NAILED TO FLOOR WITH GLUE AT STRINGER CONTACT POINTS (I EW "A" SCALE: 1" = V-0" A I PT NOTCHED INTO STRINGER D NAILED TO FLOOR WITH GLU STRINGER CONTACT POINTS SECTION VIEW "D" SCALE: 1" = 1'-0" FILLER STRIPS ADDED " PLYWOOD GLUED & SCREWED TO PLYWOOD DECKING 2x SYP CUT TO FIT BEARS IN WALL 2x12 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = 1'-0" 2x4 GLUED AND NAILED 0 ALIGN THIS STUD WITH FACE OF 2ND RISER 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) SECTION VIEW "B" 3/4" RISER CUT TO FIT MAINTAIN BETWEEN" AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR 1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO 2x4 DRAFT RISER AND TREAD STOP 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS BLOCKING FOR 2x12 PT UNDER 2x12 ATTACH ALL COMPONENTS OF STAIR TO CONC. W/4" X 2 4" TAPCONS @ MAX. 32" O.C. G.1 SCALE: 1" = V-0" ALIGN THIS STUD WITH FACE OF 2nd RISER TOP OF STRINGER 6,y TREAD-,, 1x4 GLUED AND NAILED TO STRINGER DRAFT STOP STOP •`-� 2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 112" NAILS) SECTION VIEW "E" SCALE: 1" = V-0" SECTION D-D 2x4 SPF NOSING GLUED AND SCALE: 1" = V-0" NAILED MATCH NOSING ON OTHER TREADS 3/4 PLYWOOD 3/4 PLYV1 3/4" RISER CUT TO FIT 2X4 SYP BLOCKING ON DECK ON DECH MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON H 2x4 SYP BLOCKING AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 -2x8 SYP GLUED FOR STRAP x8 SYI BOTTOM, GLUED AND 1/2" NAILS) AND NAILED TO AND N) NAILED TO STRINGER FRAMING (SIMPSON14)10d M/2" N I FRAMIP (14) 10d x 1 1/2" NAILS) x4 DRAFT 2x12 2x4 DRAF' STOP TREAD STOP 2x12 TREAD GLUED 4 GLUED AND AND NAILED NAILE 2x4 BLOCK 2x 2x DR FTSTOP I T S P 2x4 PT NOTCHED INTO 2x4 PT NOTCHED INTO C STRINGER AND TAPCONED 2x8 SYP DRYWALL STOP MUST STRINGER AND TAPCONEDO 2x8 SYP DRYWALL STOP MUST INTO FLOOR WITH GLU NOT TOUCH STRINGERS INTO FLOOR WITH GLU NOT TOUCH STRINGERS STRINGER CONTACT 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING STRINGER CONTACT 1 GLUED AND NAILED TO STRINGER POINTS x4 GLUED AND NAILED TO STRINGER POINTS OR DRYWALL SPACING E FOR DRYWALL SPACING B SECTION VIEW H SECTION VIEW H SCALE: ? = 1'-0" SCALE: SCALE: J" = 1'-0" STRINGER—` OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER7\-,,,,. SIDE) TO BOTTOM EDGE OF 2x12 STRINGER / PROVIDE MOISTURE PROTECTION ATTACH ALL COMPONENTS OF STAIR TO CONC, W/ J" X 2 J" TAPCONS @ MAX. 32" O.C. —1x4 GLUED AND NAILED TO STRINGER SECTION VIEW "C" SCALE: 1" = 1'-0" FLOOR TRUSS OR CONN. TO BOTTi GIRDER, FIELD VERIFY OF NEWEL POST PER CONTRACT, (2) LAYER J" EDGE GOLD OSB OR PLYWOOD OR 1 j"X16" LVL ATTACHED W/ 12d NAILS @ 6" O.C. TOP, BOTTOM AND VERT. SECTION VIEW "G" SCALE: 1" = V-0" PROVIDE SOLID BLOCKING BELOW ALL NEWEL POST FROM JOIST TO JOIST. USE 2 X 12 BLOCKS, GLUED AND NAILED TO JOIST. NEWEL POST BLOCKING 0 1 /Air% UUIV0 1 KUU 11UN Ur. I /-'SILO (IF 11 X1 7 REDUCE SCALE .5) SCALE: AS NOTED SCALE: 1" = 1'-0" JOINT TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, ID NAILED TO WALL BELOW JOINT -TO )ISTS) 2) PSON M 10d x 1 L POST LET INTO LOCK IDE 41NG 2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (GLUED AND NAILED) :LOOR TRUSSES JUL 21 2023 Virtual Review Assist, Inc. N Plans Review completed and appro for compliance with eEdition hv Debra AnneKlahrr PX2300 ECTION VIEW "H" SCALE: 1" = V-0" i CM N O N U Ln 000 LO •s:' 00 Lt" Z o WW O Q N Nam- E c "o c. o Ch CY)� •}- V) �O2 M �_ .. AV oM W c L o11Mg b O V o. 0 Q i U •^N` W p w aN c L s✓ C •� i ww �w Yzx �W U)O0� JO OLLV �aOOLLLLQZM_0 a O O � 0 Z 0 w M> 0 W w W_ V5LL x x 2. 0 Q~WpwHV5 wZ23p) 0. LL 0 o 0 0¢ a LL ��w 1 O N Ow > �o `M O z Q Lr) M Ln U0 LL V- z Q F— cj� Uj oC �- L IS.M -I Z 00 la- W W Jo lD d' N O co O "M O CN N CV O � r 0 0 �o O O O c6 a r� w CO CO 0 O O N O N O N O O N O O N O N N N Cn N Cn O C>D M NO q- O V-- O'O 0) o) O O O e- N O NL0 �,�000000 N'M d Lo O r-- C M U) Z Z O �/V �-+ WwF- > O Q c.)�s o �a a. Oai Z Z LU ~m0Z t� = Z J Z Ix TI �ZZ LL W IMF O�2Z N Q 00 U0z 0. LU z Z '__4 �a0 . Z U Ua 00 � m z a Z Z w J W 0 � LAST PLOT DATE May. 8, 23 z O J STAID DETAILS ENGINEERING SPECIFICATIONS PRODUCT DESCRIPTION HIGH STRENGTH PRECAST CONCRETE LINTELS DESIGNED TO BE UNFILLED OR FILLED TO FORM A COMPOSITE REINFORCED BEAM USING CONCRETE MASONRY UNITS. MATERIALS • F'C 8" PRECAST LINTELS = 3500 PSI • F'C 8" PRESTRESSED, 6" AND 12" PRECAST LINTELS = 6000 PSI • F'C 4" PRECAST LINTELS = 3000 PSI • GROUT PER ASTM C476 FIG = 3000 PSI W/ MAXIMUM 3/8 INCH AGGREGATE AND 8 TO 11 INCH SLUMP. GENERAL NOTES 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED. 3. INSTALLATION OF LINTEL MUST COMPLY WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 4. U-LINTELS ARE MANUFACTURED WITH 5-1/2 INCH LONG NOTCHES AT ENDS TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17-4" AND LONGER WITH A NOMINAL HEIGHT OF B" MEET OR EXCEED L/180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY. 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS • CONCRETE MASONRY UNITS (CMU) PER ASTM C90 WITH MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI • REBAR PER ASTM A615 GRADE 60 • PRESTRESSING STRAND PER ASTM A416 GRADE 270 LOW RELAXATION • 7/32 INCH WIRE PER ASTM A510 It, MORTAR PER ASTM C270 TYPE M OR S 8. CAST -IN -PLACE CONCRETE MAY BE PROVIDED IN COMPOSITE LINTEL IN LIEU OF CONCRETE MASONRY UNITS. 9. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 10. PRODUCT APPROVALS: MIAMI DADE COUNTY, FLORIDA NOS. 03-0605.05 AND 03-0605.04 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C926 OR OTHER APPROVED COATING. 12. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVITY OR UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE CHECKED FOR THE COMBINED LOADING WITH THE FOLLOWING EQUATION: APPLIED VERTICAL LOAD SAFE + VERTICAL LOAD APPLIED HORIZONTAL LOAD SAFE HORIZONTAL LOAD B. FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM NEXT LONGEST LENGTH. 10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN. 12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: 7'-6" LINTEL TYPE 8F32-1B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads 4^mr-4~m SAFE LOAD - POUNDS PER LINEAR FOOT YpE LENGTH 8U8 8F8.OB 8F12-0B 8F16-08 8F20.OB BF24-OB 8F28-M BF32-08 BF81B 8F12-1B 8F16.18 8F20.1B 8F24.1B 8F28.1B 8F32-18 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 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 T-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7166 45 6036 19 7181 19 8328 20 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 10394 37 8825 14 7'-6" (90") PRECAST 743 S011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 8467 44 6472 15 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 1 2818 3302 752 1245 1843 2564 3486 47t_2a 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 1 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 12805 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 1 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR458 783 1370 1902 2245 1 2517 2712 15'-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 300 548 950 1 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 235 1 420 750 1037 1282 1 1515 1 1716 21'-4" (256") PRESTRESSED .R. N.R.R NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR 129 250 450 1 654 884 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS 4c^x7-4* m SAFE LOAD - POUNDS PER LINEAR FCOT TYPE LENGTH 8RU6 8RF6.OB 8RF10-0B BRF14-OB 8RF18.OB RF22-08 RF26-OB RF30-0B g 16 8RF10-IB 8RF14.1B 8RF18-1B 8RF22.1B BRF26-IB 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 1 3699 5206 6639 8060 9479 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3402 3966 1167 2481 4567 6389 8060 34 7917 19 931119 T-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 15048 7747 19448 7360 901 1825 3120 5048 7915 9479 10893 32 7'-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 8998 19 10893 48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 999 1568 2253 3129 4150 1 589147 (#) 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^w-Cm" SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REINF. CMU T-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 7-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'-4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 98 14'-8" (176") PRESTRESSED N.R. 284 89 15'-4" (184) PRESTRESSED N.R. 259 82 17 4' (208") PRESTRESSED N.R. 194 63 19'-4" (232") PRESTRESSED N.R. 148 51 21'-4" (256") PRESTRESSED N.R. 125 42 22'-0" (264") PRESTRESSED N.R. 116 39 24'-0" (288") PRESTRESSED N.R. 91 33 * SEE NOTE 18 SAFE LATERAL LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS CAW-409rn ''^• � SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 T-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 7-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 * SEE NOTE 18 < 1.0 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4^ -4mm SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8.1T 8F12.1T 8F16.1T 8F20-1T 8F24.1T BF28-IT BF32-IT 8F8.2T 8F12.2T 8F16.2T BF20-2T 8F24.2T 8F28.2T 8F32.2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 3'-6" (42"j PRECAST 1569 2524 3547 4569 5591 6613 7636 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1 1632 2290 2949 3607 4265 4924 T-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 7'-6" (90") PRECAST 727 23 1021 1634 12 2102 1 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113 15 141115 181 15 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 914(15, 118515 1458 15 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 11'4" (136") PRECAST 474 485 796 15 1034 15 1272 15 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 470 543 1 928 1349 1649 1948 2247 13'-4" (160") PRECAST 418 15 373 606 14 783 14 962 (141 1141 14 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 881 14 1052 14 1216 14 410 420 709 1050 1434 B 1694 J8 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 1129 14 246 390 655 968 1 1324 B 1625 1 1874 1 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 767 13 909 13 1052 13 230 364 609 897 1224 8 1562 14 1801 14 17'4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'4" (232") PRESTRESSED 162 222 347 1 446 1 546 12 646 12 746 12 166 261 424 1 616 831 8 1057 14 1225 14 21'-4" (256") PRESTRESSED 142 198 306 1 393 1 480 1 567 1 654 1 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 378 1 461 10 545 1 629 1 137 1 221 354 508 681 7 86113 997 13 F4�4' (288") PRESTRSSED 124 1 175 267 10 341 10 416 10 491 10 566 10 124 1 200 316 450 600 (71 756 (12A 815 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 CAwT-44ggm SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF6.1T 8RF10.1T 8RF14-1T 8RF18-IT 8RF22.1T 8RF26-IT 8RF30.1T 8RF6.2T 8RF10-2T BRF14.2T 8RF18-2T 8RF22.2T BRF26-2T 8RF30.2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 1 2525 3374 4224 5074 5924 5'-8" (68") PRECAST 675 1301 1960 2618 3277 3935 4594 675 1301 1960 2618 3277 3935 4594 T-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 7'-6" (90") PRECAST 506 797 1462 (8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 1640 15 1980 15 2322 16 395 589 1135 1514 1893 2272 2652 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION AT ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION LINTEL SCHEDULE NOTE: REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR OPENING HEAD HEIGHTS 4 o no n D D D r 0 D D D 0 0 0 0 0 0 0 0 0 8F16-1B/0T 8F16-18/1T 8RF14-1B/0T 8F8-1B O O O O ° 4 4 ° D 8" PRECAST LINTEL W/ ((1� #5 HOR CONT 0 D BAR & (2) COURSES OF 8' K.O. BLOCKS 0 0 W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED O ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR C.M.U. l J = 0 Ln Ln �LU Zµw,� a #5 RE BAR 1 ° BOTTOM MIN. (1) ce u 0 REQ'D z "I.I W � 16 GAUGE POWERS BO be 3 " ° 4 r STEEL BOXED N o� R LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR a z C.M.U. 0 w 00 Z = GROUT `.1 u, #5 REBAR AT BOTTOM OF LINTEL CAVITY 0 0 BOTTOM REINFORCING 7-5/8 PROVIDED IN LINTEL ACTUAL (VARIES) 8 NOMINAL WIDTH TYPE DESIGNATION F = FILLED WITH GROUT U - UNFILLED RE=RECESSED & FILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/1T NOMINAL WIDTH J QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP UNIT'1871- 1ST FLOOR PLAN 1 /411 = 1'-011 F (: D O JUL 2 1 2023 Virtual Review gsa111. roved Plans Review completed and W for compliance aAnne KlahPx2300 lth eOr �.dltion by Debra M O N 00 LIDx� co C) J , 1 �.cc 4,< .it' o ui Z Q W `0 N 0 cco m N N V v ro"i co"} 0 8 U�° .-i ^(^n` w - A E7 -TW 11-0O LU 1J (p� W �w0wzwv l- � ui �-2 "w Z x-jO�w<uV0�O U =0cn�QQ O9ZLL--j0�g 0�cnaa�OZ0m00mZ0- <WWV5w pF- p Z~w° LL LL <¢w�i�VLuMd Lu0�a5 OO QLL Q O LL O 0 z _O (f) P. �1)kDO Lf) co z� Z Lu Jo t,0 IN co m O O O ' M d' N O N O N O O O O CD0i CO 00 00 O N O N O N N O CDO O O N O O N O CV O N CA Cn 00 O N V-- M O N o 0 r- 0 O 0 O C) eO - O cV O Na) L J > O b M 0 V I 0 LO 0 (O 0 r-. Lo� I cr M � Z Z CO w W W CO O %a '� Oa=Q LC')-0 Z. Zw~� H ~Im0- � 1 V z J Q �2ZW 1--11 Q_ZZ LL 00, V�z00)) N z ,-I Q o • Z F U O"a 0 00 Q Z Z w Lu N N LAST PLOT DATE > M4l9423 z 0 STRUCTURAL DETAILS A B (L) REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" x 8" LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL UNFILLED GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR GRAVITY CAPACITY CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U DETAIL'A' DETAIL'B' DETAIL'C' (1)#5L(1)05U DETAIL'D' DETAIL'B' &'C' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No.3 6'40 9462 9462 10000 10000 3-6" 2'4" PRECAST (2) D4.5 WIRE 2 No.3 2912 5318 5318 5114 5114 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 2038 3722 3722 3598 3598 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 1566 2859 2859 2772 2772 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 1453 2654 2654 2574 2574 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 1127 2013 2013 2000 2000 5'-10" 4'4' PRECAST (2) D4.5 WIRE 2 No 3 964 1636 1636 1712 1712 6'-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 796 1454 1454 1435 1435 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 639 1167 1167 1152 1152 7-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No. 4 619 1130 1130 1115 1115 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No.4 581 1062 1062 1048 1048 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 548 1001 1001 979 988 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 467 853 853 759 843 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 398 727 727 582 718 11'4' 10'-0" PRECAST (2) No. 3 2 No.5 355 649 649 489 649 12'-0" 10'-8" PRECAST (2) No. 3 2 No.5 329 602 602 430 602 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 312 570 570 391 570 13'-4" 12'-0" PRECAST (2) No.3 2 No.5 287 525 525 337 525 14'-0" 12'-8" PRECAST (2) No.3 2 No.5 270 449 449 286 451 14'-8" 13'-4" PRESTRESSED 12) No. 3 (2) 7/16 strand + N.R. 522 522 360 499 2 No.4 15'-4" 14'-0" PRESTRESSED (2) No. 3 121 7/16 strand + N.R. 473 473 328 455 (2) No. 4 17'-4" 16-Er PRESTRESSED (2) No. 3 121 7/16 strand + N.R. 357 357 254 352 (2) No. 4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + N.R. 277 277 202 281 (2) No. 5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 256 256 188 262 2 No.5 N.R. 2V-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 219 219 165 229 2 No.5 N.R. 22'-0" 20'-8" PRESTRESSED (2) No. 3 I21 7/16 strand + 203 203 155 215 2 No.5 N.R. (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No.5 N.R. 164 164 124 179 N.R: NOT RECOMMENDED Ij'v DETAIL "A" DETAIL "B" DETAIL "C" DETAIL "D" TYPE DESIGNATION P- PLAIN LINTEL/ �'L QUANTITY OF #5 BAR AT S - SOLID LINTEL I LOWER LINTEL CAVITY [8x116-P-1 LP LI] NOMINAL WIDTH J `QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 16" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#51. (1)#5U (0)#5L (1)#5U (1)#5L (i)#5U (1)#5L (1)#5U (1)#5L (2)#5U DETAII'H' DETAIL')' DETAIL'H' &'J' DETAIL'K' 2'-10 V-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 9550 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 7207 10000 9863 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 6614 10000 9053 10000 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 4843 6687 6635 7320 5'-10" 1 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 3940 5211 5402 1 5641 6'-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 4350 4350 4225 1 4314 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 3206 3206 3063 1 3183 7-8" 6-4" PRECAST (2) D4.5 WIRE 2 No. 4 3071 3071 2916 1 3049 8'-0" 61-8" PRECAST (2) D4.5 WIRE 2 No. 4 2831 2831 2651 2811 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2625 2625 2421 2607 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 2153 2153 1881 2139 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1777 1777 1448 1766 1 V-4" 10'-0" PRECAST (2) No. 3 2 No. 5 1568 1568 1222 1568 12'-0" 10'-8" PRECAST (2) No.3 2 No. 5 1439 1439 1075 1439 12'4" 11'-2" PRECAST (2) No.3 2 No. 5 1354 1354 981 1354 13'-4" 12'-0" PRECAST (2) No. 3 2 No. 5 1232 1232 849 1232 14'-0" 12'-8" PRECAST (2) No. 3 2 No. 5 1149 1149 760 1149 14'-8" 134" PRESTRESSED (2) No.3 (2) 7/16 strand + 1419 1419 850 1347 2 No.4 164" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1291 1291 775 1270 2 No. 174" 16-0" PRESTRESSED (2) No.3 (2) 7/l6strand + 993 993 600 1084 2 No. 19'4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1035 1035 478 936 2 No. 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7/16 strand + 961 961 446 872 2 No.5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 834 834 390 763 2 No. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 720 720 366 716 2 No.5 (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 642 642 306 599 DETAIL "H" DETAIL "3" DETAIL "K" TYPE DESIGNATION P- PLAIN LINTFI./ '''L r QUANTITY OF #5 BAR AT S•SOLID LINTEL I I LOWER LINTEL CAVITY [8x16-P-1 L/1IU] NOMINAL WIDTH `--- QUANTITY OF#S BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl2" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L OUD ##5 (1) UU(0) LIIIL SOLID #5 (2) U (I I L DETAIL'DE' DETAIL'DP' DETAIL'DE' &'DF' DE'IAIL'DG' 31-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No. 3764 6455 5637 5637 4'-0" 2'-8" 7-4" PRECAST (2) D4.5 WIRE (2) No.3 2970 4965 4401 4401 4'-2" 2'-10'' 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 2654 4449 3965 3965 4'1" 3-0" 7-8" PRECAST (2) D4.5 WIRE (2) No.3 2400 4030 3607 3607 4'-8" 34" 3-0" PRECAST (2) D4.5 WIRE (2) No.3 1966 3390 3053 3053 58" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1193 2290 2085 2085 6' 8" 5' 4" 5'-0" PRECAST C 4 W R (2) D .5 I E 2 No.4 ( J 1764 1763 1578 1576 7-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 1409 1409 1188 1267 9' 8" 6 4" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1000 1000 686 Y03 M 4 !' r DETAIL "DE" DETAIL "DF" DETAIL "DG" TYPE DESIGNATION P-PLAIN LINTEL/ r QUANTITY OF *5 BAR AT S-SOLIDLINTEL I LOWER LINTEL CAVITY [I8xl 6-P-I L/1IU] NOMINALWIDTHJ J ` QUANTITY OF#S BAR AT NOMINALHEIGHT UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (0)#5L(1)#5U (1)#5L(1)#5U (i)#5L(2)#5U (1)#5L (1)#5U DETAIL'E' DETAIL'F' DETAIL'E' &'F' DETAIL'G' 2'-10" 1'4" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3-6" 2'-2" PRECAST (2) D4.5 WIRE (2) No.3 9383 10000 1 10000 10000 4-0" 2'-8' PRECAST (2) D4.5 WIRE 2 No. 6766 8225 9200 9445 4'4" 3-2" PRECAST (2) D4.5 WIRE 2 No.3 5104 5671 6345 6345 41-8" 34' PRECAST (2) D4.5 WIRE 2 No.3 4683 5137 5717 5717 54' 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 3428 3727 4091 4091 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 2787 3088 3369 3369 6-6" 5-2" PRECAST (2) D4.5 WIRE (2) No.4 2560 2560 2723 2723 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No.4 1992 1992 2112 2112 7-8" 6'4" PRECAST (2) D4.5 WIRE 2 No.4 1921 1921 2035 2035 8'-0" 6-8" PRECAST (2) D4.5 WIRE 2 No, 4 1792 1792 1862 1897 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No.4 1679 1679 1699 1776 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 1411 1411 1319 1489 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1186 1186 1 1014 1251 11'4" 10'-0" PRECAST (2) No.3 2 No.5 1074 1074 854 1121 12'-0" 10'-8" PRECAST (2) No. 3 2 No.5 992 992 751 1035 12'-6" 1 V-2" PRECAST (2) No. 3 2 No, 5 937 937 685 978 13'-4" 12'4" PRECAST (2) No.3 2) No, 5 859 859 591 896 14'-0" 17-8" PRECAST (2) No. 3 2 No.5 804 804 529 838 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7(strand + 1207 1207 605 938 2) No. 4 (2) 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand +" 1095 1095 551 887 2) No.4 17'-4" 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 836 836 426 763 (2) No.4 19'-4" 18'-0" PRESTRESSED (2) No.3 (2) 7/l6strand + 655 655 340 645 2) No.S 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7/16 strand+ 607 607 317 601 (2) No. 5 21'-4" 20'-0" PRESTRESSED (2) No.3 (2) 7/l6strand + 524 524 277 526 (2) No. 5 22'-0" 20'-8" PRESTRESSED (2) No.3 (2) 7/l6strand + 488 488 260 493 2 No.5 (2) 7/16 strand+ 24'-0" 22'-8" PRESTRESSED (2) No.3 (2) No. 5 399 1 399 217 412 ji ••.'4 ••:4;'. DETAIL "E" DETAIL'IF" DETAIL "G" TYPE DESIGNATION P- PLAIN LINTEL/ j- QUANTITY OF #5 BAR AT S-SOLD LINTEL I LOWER LINIEI. CAVITY [8x1I6-P-1L/1U] NOMINAL WIDTH `QUANTITY OF #5 BAR NOMINAL HEIGHT J UPPER LINTEL CAVITY REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 20" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5LO)#5U (0)#5L(1)#5U (1)#5L(2)#5U DETAIL'L' DETAIL'M' (1)#51. (1)#5U DETAIL'N' DETAIL'L' &'M' 2'-101' V-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No, 3 10000 10000 10000 10000 4'.0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 9313 10000 10000 10000 4'4" 3'4' PRECAST (2) D4.5 WIRE 2 No. 3 8548 10000 10000 10000 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 6261 10000 8605 10000 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 5095 8995 7007 9811 6-6" 6-2" PRECAST (2) D4.5 WIRE 2 No.4 6871 6871 5482 6814 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No.4 4693 4693 3976 4661 7'-8" 64" PRECAST (2) D4.5 WIRE 2 No. 4 4456 4456 3785 4427 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 4047 4047 3443 4021 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 3706 3706 3144 3683 9-4- 8'-0" PRECAST (2) D4.5 WIRE 2 No, 4 2954 2954 2445 2937 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 2384 1 2384 1884 2371 11'4" 10'-0" PRECAST (2) No.3 2 No.5 2082 1 2082 1590 2082 12'-0" 10'-8" PRECAST (2) No.3 2 No. 5 1895 1 1895 1401 1895 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 1775 1 1775 1279 1775 13'-4" 12'-0" PRECAST (2) No.3 2 No.5 1605 1605 1107 1605 14'-0" 12'-8" PRECAST (2) No.3 2 No. 5 1490 1490 992 1490 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 1948 1948 1093 1591 No. 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1774 1774 996 1494 2 No.4 17'-4" 16'-0" PRESTRESSED (2) No, 3 (2) 7116 strand + 1368 1368 771 1264 2 No.4 19'-4" 18'-0" PRESTRESSED (2) No,3 (2) 711strand+ 1084 1084 615 1095 2 (2) No. 20'-0" 18'-8" PRESTRESSED (2) No.3 (2) 7/16strand+ 1008 1008 573 1048 2 No.5 21'-4" 20'-0" PRESTRESSED (2) No.3 (2) 7/l6strand + 877 877 501 966 2 No.5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 850 850 471 923 2) No. 5 (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2) No. 5 740 740 393 772 1, • B 4, ..4; DETAIL "L" DETAIL "M" DETAIL'IN" TYPE DESIGNATION P- PLAIN LINTEL/ -T I' QUANTITY OF #5 BAR AT 5-SOLD LINTCL I ffffP-1 I LOWERLINTELCAVITY [8xl L/1 U] NOMINAL WIDiH� H I6- L QUANTITY OF 15 BAR NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"xl6" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(I)U(I)L SOLID ##5(1)U(0)LL SOLID #5(2)U(1)L DETAIL'DH' DETAIL'DJ DETAIL'DH' &'DJ' DETAIL'DK' 3'-8" 74" 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 10000 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 4032 10000 8687 9503 4'-4" 3'-0" 7-8" PRECAST (2) D4.5 WIRE (2) No. 3 3647 9133 7835 8173 4'4" 3'4" 3-0" PRECAST (2) D4.5 WIRE (2) No.3 2990 7025 6382 6382 5'-8" 4'4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1819 4739 3839 3839 6'-8" 54" 5-0" PRECAST (2) D4.5 WIRE (2) No.4 2976 2976 2676 2737 T-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 2292 2292 1918 2121 9'-B" 64" 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1563 1563 1113 1455 3 DETAIL "DH" DETAIL "W" DETAIL "DK" TYPE DESIGNATION P- PLAIN LINTEL/ r QUANTITY OF NS BAR AT $-SOLID LINTEL I LOWER LINTEL CAVttY [9x1 I6-P-1 L/1IU] NOMINAL WIDTH J `QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GENERAL NOTES: 1.) CODES 1.1 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTIONS R402.2 & R606. 1.2 FLORIDA BUILDING CODE 7TH EDITION 2020 SECTIONS 1901.2 & 2107. ( ) 1.3 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08). 1.4 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-10). 1.5 LINTELS SHALL BE MANUFACTURED BY COMMERCIAL CONCRETE PRODUCTS, INC. 2705 SAMMONDS ROAD, PLANT CITY, FL 33567-4556 (813) 659-3707. FLORIDA PRODUCT APPROVAL # FL1774-R3 2.) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT-5000 PSI 2.1.2 PRE -CAST W/PRESTRESS REINFORCEMENT-6000 PSI 2.1.3 GROUT PER ASTCM C476 - 3000psi W/ MAX. 3/8" AGGREGATE, 8" TO 11" SLUMP 2.2 REINFORCING BARS: 2.2.1 STEEL PLACED IN PRECAST LINTEL AT TIME OF FABRICATION ASTM A615 (GRADE 60) 2.2.2 STEEL IN LINTEL AND KNOCKOUT BLOCK (PLACED IN FIELD) ASTM A615 (GRADE 40). 2.3 PRESTRESS STRANDS ASTM A416 7-WIRE, STRESS RELIEVED 270 ksi 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 2.6 D4.5 WIRE PER ASTM A496. 3.) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-08. 3.2 MINIMUM MASONRY UNIT STRENGTH: F'M 1500 PSI. 3.3 MORTAR SHALL BE TYPE S. 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE (2020, RESIDENTIAL) SECTION R606.6.3 OR FLORIDA BUILDING CODE 7TH EDITION (2020) SECTION 2104.1 4.2 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT 4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT. 3000 PSI GROUT TOP LEG BARS: (PLACED IN FIELD i-(SEE SCHEDULE) 2" 2" (1) #5 CONTINUOUS REQ'D, PER STRUCTURAL PLAN 00 7/32' STIRRUPS AT 4'-0" cc o`o (TIED OR WELDED) In Ln BOTTOM BARS n iv SEE SCHEDULE NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE 3000 PSI GROUT (PLACED IN FIELD 2" 2" 7 5/8" TOP LEG BARS: (SEE SCHEDULE) - (1) #5 CONTINUOUS REQ'D. PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc (TIED OR WELDED) NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL RECESS LINTEL SECTION PRECAST CONCRETE CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC REINFORCING SCHEDULE & LOAD CAPACITIES . SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#SL(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U DETAIL'O' DETAIL'P' (1)#4L(1)#5U DETAIL'Q' DETAIL'O' &'P' 2'-10" i'-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 1 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 7681 10000 10000 10000 6-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No, 3 6251 10000 8615 10000 6'-6" 5-2" PRECAST (2) D4.5 WIRE 2 No. 4 8629 10000 6741 10000 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 6266 6603 4891 6909 7'-B" 64" PRECAST (2) D4.5 WIRE 2 No. 4 5967 6199 4657 6477 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 5430 5524 4236 5756 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 4961 4979 3869 5178 9'4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 3865 3838 3010 3973 10'4' 9'-2" PRECAST (2) D4.5 WIRE 2 No.4 2984 1 3021 2320 3118 11'-4" 10'-0" PRECAST (2) No.3 2 No. 5 2699 2699 1959 2699 12'-0" 10'-8" PRECAST (2) No.3 2 No. 5 2436 2436 1727 2436 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 2269 2269 1577 2269 13'-4" 12'-0" PRECAST (2) No.3 2 No. 5 2034 2034 1366 2034 14'-0" 12'-8" PRECAST (2) No.3 2 No. 5 1878 1878 1225 1878 14'-8" 13'-4" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2413 2413 1338 1974 2 No.4 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 2199 2199 1219 1846 2 No.4 17'-4" 16'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1698 1698 944 1546 (2) No. 4 19'4' 18'-0" PRESTRESSED (2) No. 3 (2) 7(2l 6 strand + 1348 1348 753 1330 No.S 20'-0" 18'-8" PRESTRESSED 2 O No. 3 (2) 7/16 strand + 1254 1254 702 1271 2 No.S 21'4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1092 1092 614 1167 2 No.5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 1023 1023 576 1121 2 No.S (2) 7/l6strand + 2 0" 22'-8" PRESTRESSED (2) No.3 (2) No.S 898 898 481 947 DETAIL "0" DETAIL"P" DETAIL"Q" TYPE DESIGNATION P-PLAIN LINTEL/ OF 95 BAR AT $ - SOLID LINTEL FLOWER I LOWER LINTEL CAVITY [I8xl L/1 U] I6-P-1 L NOMINAL WIDTH) J NOMINAL HEIGHT QUANTITY OF #S BAR UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x20" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID ##5(1)UU(0)LL SOLID #5(2)U(1)L DETAIL'DL' DETAIL'DM' DETAIL'DL' &'DM' DETAIL'DN' Y-8" 2'1" 2-0" PRECAST (2) D4.5 WIRE (2) No. 3 7665 10000 10000 10000 4'-0" 7-8" 74" PRECAST (2) D4.5 WIRE (2) No.3 6054 10000 8442 10000 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 5413 10000 7552 10000 4'4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 4897 10000 6836 10000 4'-8" 3'-4" 3-9' PRECAST (2) 04.5 WIRE (2) No.3 4017 10000 5613 10000 51-8" 4'4" 4-0" PRECAST (2) D4.5 WIRE (2) No.3 2448 7050 3434 6540 6-8" 5-4" 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 4569 4569 2302 4235 T-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 3338 3338 1640 3122 7-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 2158 2158 936 2036 4 : ; ..; DETAIL "DU' DETAIL "DM" DETAIL "DN" TYPE DESIGNATION DESIGNATION Ldtfk7- S - 5� I LOWL1NrEL CAVRY T [8x1I6-P-IL/IU] iVdiItlALwmtNJIJ LWid IIAvMIMAT ildhlNL liIXi1T I ` D O O UNIT '1871' - 1ST FLOOR PLAN 1 /8" = 1'-011 GRAVITY &UPLIFT SAFE LOADS PLF 8"x811 RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL. BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)U(0)LL SOLID #5(2)U(1)L DETAIL'DA' DETAIL'DB' DETAIL'DC' DETAIL'DB' &'DC' DETAIL'DD' 34' 74" 2-0" PRECAST (2) D4.5 WIRE (2) No. 3 1919 2143 2143 1753 1753 4'-0" 2'-8" 74" PRECAST (2) D4.5 WIRE (2) No.3 1 1597 1801 1801 1483 1 1483 4'-2" 2'-10" 2'-6' PRECAST (2) D4.5 WIRE (2) No. 3 1473 1668 1668 1376 1376 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 1367 1553 1553 1284 1284 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No. 3 1194 1363 1363 1131 113) 5' 8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No. 3 864 995 995 831 831 6-8" 5'4" 5'-0" PRECAST (2) D4.5 WIRE (2) No. 4 662 816 816 650 654 7-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 542 669 669 462 537 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 396 489 489 261 393 ±., . DETAIL'IDA" DETAIL "DB" DETAIL "DC" DETAIL "DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x24" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE UNTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LCAD UPLIFT SAFE LOAD SOLID #5 (1) U (0) L SOLID #5 (1 ) U (1 ) L SOLID #5 (1) UU(0) I, L SOLID #5 (2) U (1 ) L DETAIL DO DETAIL'DP' DETAIL'D0' &'DP' DETAII.'DQ' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 9620 10000 10000 10000 4'-0" 2'-B" 74" PRECAST (2) D4.5 WIRE (2) No.3 7599 10000 10000 10000 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 6796 10000 9505 10000 4'4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No. 3 6149 10000 8604 10000 4'-8" 3'-4" 3-0" PRECAST (2) D4.5 WIRE (2) No. 3 5044 10000 7066 10000 51-8" 4-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 3077 10000 4325 10000 6-8" 54" 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 3765 7387 2901 6831 T-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 2693 4979 2069 4671 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE 12; No.4 1552 2996 1 183 2844 u u RI IRI � DETAIL "DO" DETAIL "DP" DETAIL "DQ" TYPE DESIGNATION S - RAM D LLIPWT'ITEL LOLLLIRT�ELwfAVITYAT [8x1I6-P-IL/IU] Wok VuTH1 LUF LINTTWEL IAMAT NUdNM. IE[L3rT JUL 21 2 23 TYPE DESIGNATION P-PI AIN:INf1-1./ r(,IIIANIIIY C:F IIh IfAI: Ai $-SC)I II)iINI FI I ONW INfFI.(-AVITY [8x116-P-1 L/1U] NOMINAL WIDTH I � J `�O:IANI IILIY C L II,. NAK AI NOMINAL HEIGHT '.1PI'ER NTCCAVITY eview Assist. I Virtual Rnc' rove d plans Review completed and apP VW\ for compliance wlt nneeK aho PX2300 Edition by Debra A SAFE WORKING LATERAL LOADS (PLF) 8" X 8" LINTELS Total Length Type 8"x8" PLAIN 8"x8" SOLID 2'-10" Precast 2082 9235 3-6" Precast 1325 4624 4'-0" Precast 1041 3358 4'4' Precast 858 2635 4-8" Precast 810 2459 5'-4" Precast 663 1940 5'-10" Precast 583 1624 6'-6" Precast 486 1396 7'-6' Precast 403 1134 7'-8" Precast 392 1100 8'-0" Precast 363 1037 8'4" Precast 318 981 9'4" Precast 222 772 10'-6" Precast 156 600 1 V-4" Precast 132 651 12'-0" Precast 111 593 12'-6" Precast 98 544 13'-4" Precast 82 475 14'-0" Precast 71 429 14-8" Prestressed N.R. 417 15-4" Prestressed N.R. 369 174" Prestressed N.R. 257 19'-4" Prestressed N.R. 184 20'-0" Prestressed N.R. 167 21'4" Prestressed N.R. 138 22'-0" Prestressed N.R. 127 24'-0" Prestressed N.R. 100 N.K. = NOT Kecornmenaea M 0 Q 2 (l I An Q W ®' O W Z Q E CD` cM Cq v 4- also W co Vi V -0 M E L p 0 u g oM8 bQ Z U oo a)N 1L QN , c cO E� m aCL a can LIJ W w �W W 2 w OQ aZ, 0 ��g� U. 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I 7n 1 a 0.16 No Y" F!Dlida Npairti or Buterez-, & prinfei Rr3gulilticin Building Crites wvd'Standa vine P I ixli PA A p prova I Application Detail Z"Ut.11 Lorri siounidir's Loig"Sim kilmadauft V,fidiml Sb,#tW fms,.Oab,s1 Ammo- ad )Imr,im Ji 1411PL�.Cl _'FR 1",20 � VAT, 1111J,10% I 111':h.�I:11 I$PVM� ii 1 5-2!40 ale A"Womi h&eLlladJgLft Awari for Use magitil Comprorion likomi it, "Vilmot fmimal PVNz Fe"t1410101 Ii ^mlill, - 0.11 IN", 041 Y. WA March .0fth. Emma, P R T A P P�t(0im"VAL S..",.'PECO"IFICATION SHEET {202 3) As required by Florida Statute 553.E42 and Florida Administrative Code 9B-72. please provide I I,-L:.; information and approval numbers on the building components listed belo'i if they will be utilized on the construction project for which you are applying for a Categoryl$ubcategory '(9f- Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR !DOC) RS FManUfaCtU� Thern 37%, A. SWINGI�,i(-.,' Fiber -Classic and Smooth -Star (NON -IMPACT) P=L20461 .1 +67,01-67.0 psf 12/3 1/ 2-026 I 7bern­ aTru Fiber -Classic ard Smooth -Star (IMPACT) FL20468 +67.0i-67.0 psf 12 113 111 7'e.,.-�21 6 "I'haini- aTru Fiber -Classic ara, Smooth -Star (IMPACT) FL20470 +80,01,'-80.0 psf — 12 / 3 112': 2 6 B. SI:LIDINGI III Wndows ard Doors Series 420 FL15332.1 - FL15332.5 +40,0,`-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 Pella '"',orporation FL2646 C. SECTIONAL 1,I e-Daltor, Series 8000/810018200 #1105 (8X7) Series 8000/810&1,3200 #1123 11 6X"i FL8248.3 +31.0/-35,0psf �bi a 9-1 Da li�t or, 0 +30.0--33,5 psf 2 12/31/201L 3 �Alayr 9-Daltoin Series 8000/8 100/8200 #1124 ("16X7 L,L� 11, 11 +34,4l,-383 psf 12 3 11.21 12 3 D. Kill ETA L LOU~ EKED 1) RS n c Curries Divisioof AADG, lr 6 7 , 7­17 7`7b7 74", arc 847 Single & Pairs of Doors FL_ 11537,1 1 N/A llsee inist sht) i""11c) 12/31/4,__ 2. WINDOWS MI I ndows arcs'LDoci's PGT 10,'& 21-2 3 A. SINGLE HUNG 73eries 5500 FL,17499,2 +60,0ii,-60.0 psf FL239 22 N,l A 7/30/2r_125 Pella' C o rip o ra I il c, ri s 10,120 FL111206 +35l0/-35.0 psf 6/17/2C27 Pella Corporation Pella 10 Series FL16603 +60l0i-60.0 psf 6/22(2i-_123 B. HOR20N"77AL SLIDER MI fiNrmdo,ii ard Doors Series 188 F L 1535 11 +55.0,1-55.0 psf 2 lim 16/202 4 P 1, a F ,D 31" frbll i "v'I1 lIdovisl ljd"L" Series 10120 FL1 1161 +30.0f­­30.0 psf 3/27/2023 Series 10 Sliding Window FL12811 N/A 5/25/203,1 C. Series 185 F L 15349,1 +60/-60.0 psf 4,13/2023 P I T Series 5520 FL243.5 N/A 4 1"3 0 / 2 1 5 Pea o r a IL 1i 0 r' Series 1120 FL6694 +50.0-1) psf T1 5.-`2 0 7, 4 P e!l a '_'�.orpoiration 10 Series Flange Fixed FL16280 N/A 31 5,25/20�) D. MULLION 011 W ndows and Doors Series 5764 F L 15 3 5 3, 22 lmmmmml1A 1213 1,142 0 12 4 PGT Series 5500 FL261.1 NIA 5/2612026 E. OTHER 3. RAN:El_ WALL A. SID�NG James Hiard��e Prod", Cemplank Lap Siding and HardiePlank Lap ':-Diaing FL13192,1 - FL1 31 F4.2 N;'A 1 2,''3 1.,42,3223 B. SOFF�ITS Alsldo, Alpha Aluminum, Inc. Solid" and Vented Vinyl Soffit FL15272.1 - FL,I 5272.2 +75,0/-75.0 psf 12,131 /'20213 Solid and Vented Alurrinuni Soffit FL16544 R5 +54.2/-54..2 psf 7/30/20*223 C. OTHER 4. ROOFING RROIDUC`117S A. ASPHALTSHINGLES GAF 3 Tatar Dimensional .a t FL10124.1 N./A 12/16/2025 B. UNDERLAYll-JENTS Tarnko (for Shingle Roof) ISb Felt Undedayment FL12328 NA 6/29112C123 Plyglass USA, Inc, (for Tile Roof) POLYS"i TJ MAX FL5259 N/A 12 / 2 3 0,42 3 C. ROOFING FASTENERS [IilOT USED D. ROOF VENTILATORS Thomason Arch Metal Comp, Off Ridge Vents FL16918.1 - FL16918,4 N/A 9/9/20 26 Florida Metal Products, Inc Vent RV 10 FL21580.3 N/A 12/3112024 Loma co, Inc DA-4 ExahList Vert FL17202-1 Qt 7 5""-97.5 psf 112 /1012- 0 r2 5 E. ROOFING TILES Boral Tile VH�a 900 FL7849.27 - FL7849,28 N-I A 1213 112 "'J25 Boral 70e, Drexc-':K-Ietals, Inc. Saxony 900 FL7849.16 - 849,20 N:'A 12;'3 1 r2 C) 2 5 F. 10 ETA L ROOF DMC 100NS, D110C 150SS, DMC 175S, DMC 200S, DNIC 5'1°! FL,17679.1 +0f-180 12/3112025 5. &HUTTERS A. STORM PANELS Global. Protec-ti-or Products Gaivan'izeo Stee,l Z'>toiii Paiels__,_ FL,15076,1 - FL 15076.2 N�l'A 12 / 3 1 / r2 I'_, 1213 Ail Arieirican, Shutters I Glass Galvanized Steel Stom, Pa, - FL17869.1 NII'A 12iii31/21�213 6. STRUCTURAL COMPONIEl'sl[TE71 1­77_� 7 I'll i-�, �` A, WOOD CONIii l �� _! A NIC H1O RS L ­1 - 'a" onr, _1l I .:, 1, . I I I �, iz, !I �..` S stl,­ 'r, 11 I'D 1� � ­7 P see chart, see chart B, TRUSS PLATES ITV E:,uilding Components Alpine Truss Plates FL1999.1 FL1999.4 N/A 12/3112024 MiTel, Industries. anc. Weyc-I+hae,L,.se:f* Truss Plates FL2197.1 - FL2197.5 N11A 12 / 3 1 12i'l: 1 -2 4 C. ENGINEERED LUMBER Rim Board, LVL, PSL, LSL FL6527,1 - FL6527.5 Nj A 101 31 D. MATERIAL Cast-;rete Corp. High Strength Concrete Lintels NIOA 20-0630.15 N,-'A 911112023 Gomr-,ercial Concrete Products, !rc. High Strergth Concrete Lintels FL,1774 N/A 5,125/2024 The products listed below did not demonstrate product approval at plan review. I iunderstand that at the time of inspection of these products, the following information must available to the inspector on the jobsite; 1) copy of the product approval, 2) F boom om Derbi of H usil 8 Firrifessirm na I R er(j ulal on 4wII Coduti uyId Standards Plioduct Approval Application Doetdi It raw cr VAm; uluacki Jl� i1b $92aftd lAQ&A -Wffl FwOC ARIIQ R% AKMvZ StAQ subcategory: 4-0-ripilaii millethol L.'LI,i 011111 - i I 0 PIVI Model Kdrbtl Or "3= r1MaItN Ilya:. range or AVSM-"dfQrIIM AD-MYM&rUla ')!2,* Imminact it. II PrOrWaRN tbmdr-CkmmmS.c J11 i :,;i or Gaye r-I t. o Pwrra T,V P'llemir-cksiv, .06 sm, 1, 12131 =22 :.an, Five ii'hillqtimm, S""�-P 0- -T" XK,. OY-, :tX, �anr g motor et C PM,454rl, Ft-cloomi ­J No 14149"D 1 V31 W22 r_, ve r,lreirgtzmsfi -:;i0I Dr x %,t - 0; 4 diTNIrr,a•rrnd P:aw.Gkiiasic e,,,s.� , rv­,r:ry root ea, MAI t"Q 4 4 we'i Y_ Yrm i,,A AS T T rAji rr I, Flbr+ I xatJ. I o I,, -A.F �­q,_tv li Opp i IL. g[4.1I Di)4LIO'l I01 tr- Li i 40.'jp,% 4iiqi4,I,J,,1I1ArJXJ,1"T i:'r1pimoo I Wt 1 =721 l.01r,N)rdle EOgn FIbefgIA"Sifighm, DWl X I,, r 1, i li-i": .n Nd V0114&ii M � -.I, 1,M� I f4.!�" " Y_ y4i", rJ Conroo 'i to L49* f ItIcrigimus. Dwi, vilr "Alibull �Jriijihrl, All. n' ;ri (141C wlliJ`0 1� I I nh"mm, Tritl RAlrs CW,6o, wil -1 if l.,, ".1 1,! "Ii'l I, I 1-490, Al [­" 1"howir- Tru Fiber CLommiri iiid Ym, ro,v�.ixr f-idgim Fitwalsism, s4r,oks, Dw X eniqw,2I I, Itt-LIA'All qnrnI 1 P4234,a GIIIII 1 ?J3 101.12 Yno, V" Y" NI 1t)n,,Kmmdmm Edi F bromiliamia SSIFII;Imm, ObWIAM SMII 09yomovoilItiommona: A*. OX or OXO cion4vnii L-V 6nnami Nom"is, I- G Glued awei �,Q: -Q_ 4 yi:d, Is$ rot W bi ., P, a, m, V.; �gi � :bqkl, I'� o III WODIA S111101110. OrliIiIng,100DRI ICA ,, OXXO yti yor. I WA C'rn,"mm Er" Flideglamme, Nnri rlia Mr. 20 1 Uir.'.' p T­a i:ti im7iicv 7 o al,".I,rpli Qpmio.- I2iIM22 Ypg. ti I LNe Fawrglmmsim [A-ble Cato omi Inpoiclaii4iI OU'i WrifigUirmombion) B&O".8 &4-*NiiIn4i`rII-oou19-A OP-9-mm 121 A 10 2 Yom. Y- Na NJA con;>02116 li 0 P I "wo;msmmii sighe Door ; r X eorftur-.Aomn� 1, 6rwoSri J ur. 4odi d2iii Y.& N. NkrA "'oonpi roi F,bony1m Sing* DWI i4ni, I,t"Wm`q4 WAguisition'A IiAnni "'O'C's & iil,,[.Noin0,,o.AJ­1nulgwn 1 r1JA -,­i,,V.Vii, E4,1f —O,00, Ck nwI I—, ."Yee :,,it .1 40 6.Ci I,`ll 1 t 2131 I 2U1. Y" Yes No IJr r, ix,,% LdI 1 itil, oliaso, V U Ili*hillli 1 !L; ;:'64,1' (":m0lik Ill 1:1 �l U9 iw 0 44-4-h- ni Op4qoo I r�"12= 'Item. 'Yea No WA do Iii'spe Ig 1401 me ,rn )C,cXm0XQ amimmel— I., :;oinpomirte Edge Fibergload, Doable Uw, 'Aim or' Mirolit sodImkft XX­ CXX0 ;CiItQtlralion.) 1231r.L.:2 110nimil Ct 101, F t'ii 4,a,- <,1, "'')rem vrr 0 '.743,11 1 111 !!1 s­,pek,1,,A N XC OX vOXC r I ri,tn jr, d '3"Trbori, rqr-ol at Wn 8 $ql ,I -0d, Yft PAI Wis rtape Dnlilt in (eijr i0f) ot WIhout. Sidomilt", ilriiwnp,`ClAI lX of M"A" 'l .4m; 28 YtnTEhxrxm ",ii Fije'I 1251 I= :4., Nib 11 Mi.-Iti "-pb; q 1 r,r 4. 5"A mrrwibll Imodal bi ,r nimrimi I SS PIES 4 -hiAl I.Milo I M l 2 VZ Fft� 3 '[SRIPS 4 46FRIES 421At UN11M J W III Hil I I,' "Flil9r.8 -.VAI LIMINUM Sr; I FWINFORCIEV I",i—Mim EnormI Nalpy % "t N.;. OKI! putsm UT Liu, Litz. lowniiisKim. VAJoidood Or, ygotaw Sme"Ifted FSC.Aoadirumeo A--med D-1 Shoii LO Lxr,�s 0"i, I Lim b-2%1X ';Wsrlo'do I on iWo i'l I ,,III 3&J.5100 PE Mv 4 111?, , 1, 141, ­dilin.,(,4rnni -Aw_"*AJfi Am-mirilAx Uom ori P#qw Zaillul XV­T! 111, r:R, Rr 12A7fIT74 Ir It. 11 1iIt 11 IIr 1, Er' 17t.vlX i2*10014 4, 'II R rS s2o ALIJ MINt 14 $3D REiNFOAM Y," 1 Z`51 12 MI 4 Florida Depa.fterd of Sualness is Profoosionat Rego Assist, In PIII -s 4 501d,ag Codes arx] Stavdiiir. Virtual Review rov Plans Review Completed anld pproll 7th �Iti PI �xliixt Appi Al.-IIIIIJMr. Detail Plat on comptiancle.iii the 2020 FB 7th by Debra Anne Klahr 4,.«! - =-wi Api;,,ii i CA 4, a"Mi 10 uss AL101"lulryd lor uJims irriijisi 06111 mor-I %roir.11WIM it e.libir Itimill for"wrt W10, Ms. I "mi PA., 1.4, �i` -3 1001101) evi%ilimbe, in w v i0o"Okii s"on I ".M. NINK M 1441 NVA In g,l 01 1. ,, �30.0003.50 00MI wv .344ob 34 JQ Florida Upartirriort q Bwailoan S nrfa ulrna ;;vquWI Idioduct Appiuvoil Application Detalf tL=64 _hl 11111NA Jo Pig? rkrl, V60 IMKI W-- aa, iriirmc bm"Ili vi Cwt.iIii kklsi th VAI "!Uw 11, &41 ftxlm 11,11" I oil, PWAY 31- 1 1 f 4A pul I 7 141, 'A"aw? I'd pro"If F11I'lo"4-el ­e Pei% nl Plofirla NirloortrTiert of Buskiebs & Prdew�roidioi Ptiguhl - ri P.Q. I ff., 13.0kInq :arid Standairdi,, I Pli,dit, I Ajotiv,i A,o,lit.mi.ori Csi Am-QvW Nvw kmez in KV6Z Reimmm Immisk-ro Ym, , I!,. NiA Dii We owe A­­d rll,riini 611AO III Ill 'I I "r,",lord Inf.33on 44, 1, clied., pr"Mt corli'mot ax"Islildi', Dot 0, I,vh; 010mli HIA-1Z RoIslymi Pressure I tv[A 11_1z: N. 'i'li > 0 mL CL C-Z- — 0 C) , CL 1:51 -0 C_ P 0 c 0 CU 0 M 0 C) M CL cf) Cn Slialea.4 E 77. PII itp:_' C/) CZ > < 0 I _0 0. 0 CL (1) U) _11111ameameale4 do M 0— W CL SHEET N 0. PIS 1.0 Florida Depal WWII of Business B Profess onaI Regulation P,gne N Fonda Deparigne,n ,i FiLi%Aess & Professional ReguIr,"Or P pr, d1 Building Codes and SI:inddids s: h n Bodo ,g Codes and Standards 14vsa, Product Approval Application ll Ptolhict Lpproval Application Drain F11,1111900161411 11 11 I 1111 I:'L:I,1111I a I: Coca Emily or 20 20 Daft Pandlno 20 fruk V4,3,10H Manufacturer contact FA, lneM&Lfeama Va11aa1W h, PfICAPorowl Opyravou 510h, S.9dl 2, Z at& 2u Qa Psad Imo[ ram,r,F,+' _ :, Th.rrra.Tr,aCorpon,on 9bve J••PPrs.,r, I yndpn F Schmidt. P E Rya J King P r 10A72021 06+16/YD'2, 1Un'.i/Y, i21 72r15r"021 ARn'o.nr: TYJ{ Voile,. �LLf 1Vwiri 4or.{Y,t l5Wt t:rm_4 Usta4 V.nld.d,•r, BV VYldebd ,d 001; :'011M.1 A "yin QLi66 Category Fxtargr Doan (Bar) 843-7628 F`E-43400 (813) 787 aw, .Rein,..., lr,.v; PGT 110,1.lr'.+e Jena Rl.sa',.k urnGee« F•tico - _rP 'VAL I tMrV20 11,k75YN2u :1A 1t2020 Apnto'bal SulaCaleppy: 6wnq,ng C•tua'a Door AssemNres Ijawaresonothermevu!:> catgory+Fna,.. (941)19r,I!l,I " - CompllaacsMethod, Evaluaton Report ham a or SbCelegtltr `.rfoe Hunp irwaw,k"4t'La ^dus,ars.c Tbrda Regetw ed Architect a a UCenaad Florida G.npi,reo arhtlu'. r'.,nfc.nn Nul or Lhbnp an I+rner cavil Eng,nW FJ!234 Ate ET4iaarIf PLI120181•R7 sroductt SL'euijY•!il]M_al:.], &uas oral for Use Aatll'eved re, the d' y(iycarshe, ' t]tally Aeruaanuc Aportivedforl/se AooroWdloruw I'TwaLt Qgsor 6tu.X I�IiSLItOtMd..N'Ldt l8.d71_thtMp bed ltlStililiirt U'u L Ilf u+Il.lcrl.Jut9N YLAM fhBdlAYhybz tlastioul elf�tCt f�pduct Abort- Mumbor or Name Ptca l Oescriptloo ConAtg tract lratWn Wee In HvHw Duta oe "Wit/ Nnp1 rant Prestill - 81455w i Laly. N.vlr. wnpad) 0", S,ryin I.rnq -,I- , .: ...-: Vast Y. NIA I a Thetme.Tru Fiber-Claslr and Smooth -Stew Nominal U039,86gtol Non l,r willAquot. Opaque 12MV20r, Ni, Yes r• ... , Composite Edge Fibetgtea 6inge C,00r (Ine inglOutaPrng. X cordlguratm) 2 b TI'P;—Tru Fibar-Claasr, an0 Sn.Ah-SW Nominel6& 7V..6 Aquot,Non•Irrp*ol&r4uor Opaque 127Dlf= No Yea ta:: Composite Edge Fiterg4wl SMg,a rte.x with Sidellts(y P ntwnnWOu4wng, XO. OX or OXO m19 afens) 3 C Tharmr-TNFIW.CIIYioand'imWrStor Nominal 690*S Squat, Non- I,epaM&gsiot Opaque 12r31r202t fore Yet hb ' Flaewgleet Composite Edge Double Door with of wd,outSdelturs(Inearr•gfout*mno, XX x 0)= ainto.rarom) 4 d. Therm►Tm F,ber-Ctatsr. and Smoalh•9tar Nomuaal 7&MI?9 (I PigartX.Non-Impst atiquot., Opaque i s rIP7c2;' No Yes Lr: N:'A ---� ---�1 202,maln (:,rya F,bergulas Single Door (IneWng out wng, x con lqurserom 5 AThOm Tnl Fiber Glaser: and Smooth -Stir Nominal C&I/&P.O&QWANon•InWcl&quct;OpaquP i:r1t:7U7; No Y_!— Composite F_dge, h,benjisss Single Door with adelae(al (,nsrnnpN,jutswrg, XO. OX or OXO confgunbons; '. I ThertlwYT,u Fltw clail :rW SntOoth-Stew NorrthM 6&039.0&pl Non -I mpassqua,'Opaque 1 ' ..... No Yes rk, ri". Florida Department :1f Busine'ss & Pfcfessloral Reg.', 11nr Pao„ di Canpcelhs Edge 7bsr'giaec Single Door Hullo. ,g Corks arid Star•r1auT@, Inawn9lrJubswrg', X COHOUMbOn) 7 v, I tiom'M"Tru Fiala.Claws•: and EA'rooll, .'tar NarnnlM B&M3g:0 &q,wtlJan-IrnpaK:8quu1, 0I..quo 12y9'1!•= N0 Yea No NIA. Compoeib Edge F9Wglww Singh Door with Product Approval Applkatlon Detail adellle(eh n nenag Clnaw,ng XO. OX a axe wo6gurations) 8 h. Thamv Tru r•,per-CLeesc and Smooth s'Inr N,:amtwl 89039;0 &quotNon-ImpavXa turps Opaque 12A31r2O22 No Yen., NQ NIA EL:PE42-A14 L;omposile Edge FlbwVtm Doubts 13ea A6n or Sso ka cal BYa $6s are Hand'.. 11Nr WeKOtA Sifter"(In!wanp.'Outnnsng, XX or OXXO TM digs & L l Vaiklr,d a Validated FnC Aww l A,--J 3daaYl mn6guraronc) ossil ffi 9 I Therma-Tru Fitter-CLafwc ate Sm`olh-Kilt Nominal 680N.84qua•Noh-ImprxAgwt', Glued 121910022 hv7 Yes No NIA nrNnyl,on 2020 PGT u,ouwrf Jan. Ro•:utnl.', Yfa +Dade BCCO-r.En 1t,05r,+UY) 11/11"N) frelf—d Compo:ib Edge Fiberglass 3fngle Door Cr.":,Mn,fo.a (W1)4A,. I••n,. ,. .,. t:in Oramrngt0liNwng. XLxwdgwOon) atbcr.gery: Filed Nr(agirl': krQ'[tOIIndK9lneeC Iri }Tmrm@-Tru Fiber.Claealead Smooth-4a, i.l,irmnal 6&g39,8&gUotNDfw IMPOMgLkY, GIJIWI IM112022 No Yes No WA C.mpeeiw Mraod; CwYNavn,v na..nwo LHarag r,n: Lo mpoerle Edge Fibtrglaas Single Door ulln ',win. x . n I.],,.Q SYdN6a , ",u .: ,. se, ) F 4 d•A24 Noducn oongpuraaons) 11 k Therma:Tn, Fiber-Claalc and Clamo"Ixr taonlhY 63":886quot. lioronipactilIguo,, Glazed 121317202:: No Yes No NVh AmravW rrA uve a(.. I,:,e,ala uo pyyt(',l Us — Comparable Edge Fbergmua,Double, Door Rath or Seas $ador�Mntes.NfaN:w.wNamc Pmdli aseerlieder,Ca11rdEtdr9lonDre yt+t�": D,r1YrkHVRz Resla+wd .P-lr_'35c= 4rVW Sidelltes (InawrgrOWSAmg, XX or OXXO 3 rW 35_2-0 0a,jI Mitch impend '.:rnr r ,I mr do•• '4.3nnh7s Ye6 •-•. -< NIA con6purabons) 12 L Thwout-Tru Fiber-Cinwc and Smwlh-Star Normnso 7&0g,0&4uot.Non-imp4,aBqua', Glazed 12/3`1/= tb Yes NO Idle. Campo m* Edge Fiberglass 9mgie Dwr lo—nWOwts'wag; X Cortgurabon) 13 m TV---Tnl FiberLlawC and S Ar,St., ?r wresl 7&WN:C &giiottJlA+lmyaaq'd I>Ia.M 12AI f20)t2 fit, YI. No NIA ( ompodss Edo* FiMYglas9 SinIpDYt Ckto1 falls Erdellla(s) QneMnBNiAs+AMIg; N/J, ox cw JXO tPltll,puntiona) -- 14 w Them7►Tru Fiber•Cmmic Ind SnwdM :ter k1al1YN1 8aM3B;4 &quctNon•Impact&go&, Grasso 12131J2022 No vn No ILIA Gibs a Edge Flbewgton single Door "IftnyOutsvvrg. X mMlpure ion) o. TheRna-Tru FIta, Crime and Srrkx th- 3NU Normal 8&039.0 &gootNor Imput$quol Glazed 12f3l/= No ,ti No NIA Composite Edge Fiberglass Single Door wtif 5rdetns(s) fowninp70utsw{ng. XO OX oOXO mnlagurstions) Florldo Departmor' ?f Business & Professional Regulatcn rear I of 16 p Then sit-Tru Flbsr•Cs,Nu: and Smooth -Star Nominal 6aRJD;08quot,hlon•impl;X6quoL Glazed 12i3ir"M 'Jo Yen I110 tlra HukAng Codas and Sta'WILard', CoMpWft Edge Fiberr d!alrs Double Dear with or wthou16w1N10nt (In swirgy0utsmng, XX or OXXO Product Aloptov'al Application Detall w•nhgurstiont) Tranni-Tru Fiber-Chsse and Smoot-31Ar Norroole lIVIR8&quotNion-lmPrecKouot tlpaq,:o 1Ml f2022 KID Yes. redo NIA Compcaite Edge Flberyla66 Single Duor frith. Transom (Inawrlg70utana g, a/)(WKIlqutsIwr) aetalazxb tt+ i Therma-Ti i FitrrCiwar aavJ vaw,otn SW Nomr,d 84039,8&grwttlor,•ImPwriuu,w Opaque 12SIr= Ile Yee INo NIA Cv9f 16)IF!>Y Cvls 'h;q pat•Padln plea Cornpgwl. Edge Fiberglass S.ng le Llodr +ode, 2)(W Vwvu, Maur.uurw LEM L!lL Yal a ucar ,e xelligm V.A n,l 'A rII/t Sidahle(3) and Tranan,, Il rrev„ng70u1awnp O7XO; 1)p;2—d O10X er O/OXO anAgumborfsl R__. Cord J ones littler WIWQ FnCixl Inc Chad Dardu V :r,'.. ran ),tn Southard. P. E. .. .,..., 0I)MO21 .- 5'+•.. F-. '9 a Therms Tru F dxu Ca— and Smool sSr, Nommat 61M8D,O Utaa Norl.lmpeW&quat OpWa 12/3 I'M No Yea No WA category: Penal Wail. (aced 843-03% rr irz (352) 367 252s Cnr'roralP Cdo. rdarpte s Sims Door sots 6,eC'w wry: rplry eead.dhrd6lb......f­1, A; pn.wngiOuba rQ4 XO, OX or OXO Cuosilln,. "I,Nt EYauatlol Report Iran I. e:caml L 0AhAU0JA i-IIId end SO C6fAOLM 4M) Flood. I+w k,f 0 Men Isla a a Lleinow Flares, 20 t rherms.rru Flbsr-CAarle ate E7 ntn.tiLer Nomintll 8&M34,0 6quatNon-tlrr'raM&tiuet Opaque 12fWM2 No , re No WA Piaa,aw'r Cnynan Composite Eisge Fibergletrflifye (Span ,wed Sirwiti y 0newnyiouww vg X( ::X or OXO flax 9192•R6 Produa/• Conortuous Head and Sig ountigratAfre) 9YWLLY,AG.urarw. Aa.o vdfw Us, Aea„YYd'•b V1rP Ill kw 12�) Z1 a thewrt+a Tru Fllw•Lbsar a l Smooth.StarComwel Bqu0L. en, St Td, 000 t; Gls2W Composite Edge posite Edge Skye Door lath 12J3112022 N:, ties No r'LA Bug P ry XA} a� "Miter or vn• ; iomt.D"Gt�Ma CSv1(n' P1Lp#419 1lik I" HvHZ _(NWQt KVN2 Rl$lllf9M prem+rt g00Wues 9dtlae]y ('nswn0lOUteWfg XC, OX a OXO .empnne Lip Sting 41r-•s.mrnr ,er srdny '7n1RO73 Yro Ya. WA WA Coninuous Hsi! AM ^all cordlgl'recor s) - 'n 9.P4sa Lw 34dlnf 1111t wmPnt feP rldn9 I •'.3/2M 1'.. n NIA WA ., vThime-Tru Fbe, Clase,c and SrnoolMStar Nannal 8AM39. 0&qw Non I mpadilquot. Glazed 12,31ia1:: No Yes No WA Composite Edge F,bcolase Eelq''e Door -th t3cWWa) (InsWngiQuIsWrg: XC, OX a OXO Continuous 1 and VW cormgurstr4w) 73 k sk and Smooth -Star w T'hern a-Tta FiberWhis Nominal O&MJg.0 IlAwA.N:on-NrpsoiSquot, Opaque lZ"3.1 20. ^ No Yes No N/A Composite E04o I awf0lass Door Panels with Vented 6tdelsls(s) 8mwinpMJutsAng, YA XXXor XXXX cgnfigurab,ms) 24 K Therms Tru Flom -Classic and SnnoetSter Nominal SM .0&q,KA Non -I nlpedBquot opaque, 12/31f= No Yes No NIA COmf a,.le l doe F:tx retest Doc, Parllb vi6t Vented v(wrA y P—r.woutswreg, XX )oocorXXxx isn,'gurahonaJ n y Themes TN F bar.CKastrd and Snoein-Star Nomuw168M39,,11 oStlerl-trrpaefMluef;,!r,M 12/3172022 No lore r•b r,•a composite Edge Flbafglsst 000' Panels Will, Vented r591,�1iAe ilia. Viarri re maoultN&IOL I;rNt,a, b'v0 MI N t,3 ii , and lborf Ca -gay: Wndows 111,44:104gbfy: HDIMUl9dN r n,}XY1Jl� IA "I compliance Nedw& OerMlo~ Merl a leah9 LN1Uda sea aMe— , In14A C' n .,A fl,rtp. Frrn. fLn+731R3 Iwo 'r „e Yrrrut AW,uPinur« k,e „en fan ffil"44.Y And natal Cr.gmv wndn,w S,bCal.pa,y: Aauam. ca4r'pdano. moo*& E'vaNaacl Ropat t., 4: Flaidn Re JMend Mchaerr ,x , L.;.•, s,nrl n.,ru1, Frok"ItinN Enq•n{r LIt7A3S2FEB.�ffiugta SW a w0111..{ N..,IY Nf.n :,, ur Nam. Florid¢ Dapartrnont of Husruss & Professional Regulation , Building Codes and Standards Product Approval Application Detail ItMltr_0[ Pet. 0a, pa{rmong fit' .•�'le 4 SddkalGl EEAM-iSYillyYYra r' _x tile_.I L`e YllSFE.l9 p r J[{II.1) IDS{f[o !I AM72L_d _._ .. -_- 8rtnl8ninge• Ar.irl. Aia',htvfL ., ,. .. '.n.'. F1 0i0 :W112 T• IWY2 -. 7'r. 1e6.3100 Men„lactursa Asscra+, wf .:,s-.( l ti owsnpr®nh.d.00rn Arf rl. :.x,l `•.Tt: ': nix Qual,rr.. Poll; -mars, 8utt5! U•, ANUAW) lo.11.1t f mi F• "•'ore Israel 0roakawn LwtFw iEmkadiw era 1, HVtLL ihll1lgL111Y92 flllMlaot I , • I !f t 1.:, l.R_t9s4r driL:_: rir;:gt 71.921n..,41r•1:.nnn No r-I ,i„sire: I }nf:o rl:n3c: of Rusr w,:, F. nor. Regubtion DAIding Coda; art-- C W ndard:. Product Apinovai A(y>flr awm Drrtait Pepe 1 a 1&1 tK Fir 'Jeri DateLPortland Joistv _ _. F. J rarer.,, nn vYdAiF �Gf Mi,� i'JI6:ltli sub, ,i, I Lae 'Yr,�SA ARw2x l • .. .ren M unrll, PE Ourlry ua rvy_.v Lea-, Auur,ved:n Dea �;JpYy jyy}I;j', „J,. (N:ir.dt'16!T1 SstUl.gstLrtk ri9r'•I'.4aP I."'Yr!Z 4y!AOILIDW Dsihr,wn F•'.f2t14(a a,r• .1 . m.. a4r a.1. Yn, Florida Departmem M Biuineas & Professional Regulation Flo' ca Department of B n nisi, 1. PtClessbnal Rogi,,Ixiv r KiLkling Codes and Sherstards Bwld' 1{) t , ; ar•d Starn2lrtk tas'zw1 Product A pproval A poll IC alto Detail Pt WLJc1 Approval Application Detail L:l'Itir or Diu Bike ❑era I,rwnu 20 _'ly i`-neri or BY! :?Ye, 1:6L:'.2r�J'Jg go eonan I::,ar,..ra Lki.rs. vAd nv,l B, yaedYrd Aaao,.:..` ,.I. ,,,.. .—� :2.�:�� °! ccrten Enan.«tueernf YsvL3L=2Jtt Y.il:� $2JlL'd fee A:Pmlw Agwit"d iilspd: rtitni SII toper till R lawn. IF ':•'.tens bL'I. IL 101351x?n ':.:..:: ^ Fr46 121152' . ., •,... Ira, unFy,:,1 Nara Cora Hr:r 'J '-nR r,•, .' :Ire,[_V `JA: 11,n5- _'. •'•',:.�' I'tn 1,'A0231, °c'i.•^�'>`1 PE-92514 +, :-.454 ... .: r,rJ•nr ('>",, .• '. .;: 31:+.i:AJ bwtnalf�mNvd.Ca11 S':,tCaWL:ery. Ilwt,bls . • w'.•'rt.;ryX,'KAIsaeO r• TI#A 14 - 111 Filtrit_i,s (14eh9L.A]]Y�ga Appeared iu the Ja•.'•,�vad r1�1., b veaul theIr[1 a.r :v Aur'�an,2 ami.vw re, ilea Ador@vad In Uv, aLauB: , n ffi^.+S1p10i'c.. c'.'1_ ,"•eut�Pcrrallortbal• In NY" gtAHdr PYf- 5jim 01 �su'l Proe,w+ ulnalutu 1 Cmue,. Frl _ s • 0A. J1 wwz oulaye nv11 N•,,,;+a a e: r ntf767M75 •..s Ya ':aortal ,.urnnum MulYn 121J16M24 1 - vet Florda Department of Business & Professional Regulation tt:11,1 nq Cones an d smilderds PI,•n;;itert Ap}Noyal :Application Detail 17i1l4Yfi#5 I[,.Lt� rva 1:K]IiJL• W.,.ufeeh,rr Galled Fnarr.r A lfrrn.e VAlgided 9, :li L*W aulbuNaO Fac Agarained dg— VaNa9 Re lilt 170 ah,da Ire, 1!„a 0- Lyndon saint ,•( RpnJ King, P.F_ OWI.2r1':• -Vet 0212MO21 13U131( RLNfIM X .I cYslow Panel Worth, r3101522-276g PC-43409 I51317W-3555 r.A, 1,— 11 -1 ;• s,bc•frgory. +^ o:. nth-Daunljtlrd. corn b.4;4:lowly: r 1plat Wboi" r_Pmpn.m.a Mwa1•ur i--on R.P.4 from a Z'wp.:rrca Kemod: L'va:,m on Reple. from A rlvr'1a net',l,+F-1 A,ail.ct a a Llo,nssd Florida w1n,r R,,twlerodArpad.a err a tAaan. 0 For,da I'nlrnsanw C,pnrert 'rud+nl6kannl Fn7%own s LNs272-AS lirea,as f._St71/4.R.17 Afn4.ItCe (,anor A -,rs nw V,L• Atsorawd la Use (w swit. N,I MedY wan".n I"- Arrdnt titi-lip. Cart rl 6tWrYlon pat n Wr o1lYd. NVR2: IIraoi ,`��r1,. TR OOJCr N:H1N. lend+^_Hire.:.. I a Aqua2rdtgaot 800 V{nt orsaio vatN gat I V312023 Ye, No h awittA tit T4&q.a 9.1,11 Vent or $dd VAN Soft I MI=23 Ye, w 3 t AquaJ$4nblel V1rae04 llwd•ds839 S•Jttr V,ns or Sold V,W 80(0 $ 2/310023 rx, Ye; NO tl Lqud:DS&Wa. Sam Vint err sold Vn$4 tiers 12731r-'e`•3 tL: Yq I. 5 a Lqua Chorlo Dau gouok sort V.nl lX Rd,d VW.V Br, ft /2131 fJ02] Y.s No f 1 squd:Sepw spettkua, S."'t Ve or Sd'd Vnya a^art 7'm$M23 I„ Yex No :'rsl 27 z Thefma•Tru F btr-Chasic*rld Snlount-sti, rs T'hPr ins Tru Fiber -Gasses and Srrlpodl-Stier Sideua(N (Inawirgloubwwg XX XXX a XXXX oonfgurabon.) N"II„tier 8&M;+ll. h Npoot. Non•Irrlosq&quot Glazed r;onit"ile bpye I.'Iou rgtuas (Joel Perllis wart Versed SbWIa(y (I nsWng0O,eSw9g; XX.. XXXN x/vy aotalgurallala) Nominal 68,11139.8 &gut+ N011 tiros MBquOt Glazed 921'111.1TyJ 1213l/= No NO Yes Y05 No No NIA WA Florida Department of Business & Professiona; Regulaton Wild.I C,xfi+caWStandards g Product, tpprovat Application Detail Pvpr 1 ,r 1m.,y.1::1 Florida Duly d^tort d Bu u:es'.; & Professional Regulation Borldin Codes and Standards g Product Approval Appti(atlon Detail Cumn ,ndir FtV Prls,,gow Singe Door a.th 38l fir-u7"d PLe1671a-era tf, 15e0J17 '-d"Ar(s) (In3,vngourba"rlg, XD. Oxa oxo "figuraoa,$) Co* En!- lea. IRS 291 Dist, Prrefi'*, get,. :'t,19 Com 0L GIP ONIa Qale PwiOna oil 26 orb Thermal Trio Frnet-Gassk'. and Smooth -Saw NanlnalfiBdTag;6&gIXCNon imimr2&ghot, Dated 12J3l= No Yet I•k, III. Tow )WNW Yalnwwm fig_ Eery, isr A Lkemt vlkddvA O, Ltd" hilloolooll facfwuggiy evyItolg '� rrrn V"W wAnufachmw ContatA 6nanrYA 1'. ro"yaadYW Nr Yallnr.d su rtietl, FBD Ammyel Ao9mw Composite Edge Fibe itUae DotiWr Door weh rarvwn :ro:v I *W11 gul.ing PIONM. 6LC Kan Edon Ra 't Naiiir ' ',4, 1. OV. KrI4xA h, PE 1'7104Q= o929107A inn 2r"MV 12715M20 _:,,:,,yw:,vi 202C t 11 Tftmn %err. 11,C ilea ThomDsan ArchtQectursl Tony Chu.dwar, : n. 'll R i•new Slinan k( AlI:'r :,'L. Ye,, uJ':ti];)C C91192020 09.1722R?: M.W FTadAet6 @c. 3&M381J 8'deuttls lln-rigrOvtsvnng. OXXo eavgaY•Pva'o ,417)624-aB44 PE-'IbL gs4)772-6224 +Jrtes Conprny(TAMCO? (al1?745'a,•J; F,E/402t ,711111IT, n..4 IArg"it: Pooling 2a roe Thtrrta•Tru Filaew•gaaig and 9mwdll-fiber gamwitil ben) Nolnlnat Glazed 8Kingli cmSn'goDoor ^ l;l'71/20'.:. No Yea 'Ug Wa ]IbU1et71ry"9naAl,YnrNs lain eel ■rbD.Can - 'ram CA.Dw. Awing ta,ydfpypr,MrYeeNY,q rep:'' BW,ic'Ale11MTY: 1RogVic Actaaaakm tll N..a r, va GpmF'owle Edger Fftxr lets a Doe w1h :iAM;rtry D to Edge D CaFrp;lr,e�a M,Ih02 1:vauKlim Rrpa, errs s "Catagv7• Rgalnp ACCteana5 eel es, en role to Pan anma Raw 0 ,a,'.++' 9 d y "n (ntWr,plOuaw,irg, XO, alp >Ai a O Fla", rarer (i cl ore lJcn1W mart Manita Integral Par? ante Rating 6V11.m Integral Cl.!pllarva M.O"A; F'ok,u' .�: >„! k>•: , orkgu(p altneont)) ogu Pra.u'p,r Engnen Compliance kwho& FfeWlim R.rlpi t,M'v Flmde ResllilwwJ ArCnrtr-'1.,, . n •ref -.^•,,:: 30 zit.Tl,arrro�Tru e,brrl]asaicand SrtlogU .Chi Nom.t118AM36 f.+&qunt.Non imp. tBq,Jot Cl•L2Pd 12'312022 lb Yaa No NIA Fnsgt ReywYed Arrnweet orar'<an,w e'o„1, waer,Mnal Eryyrea Crl,vlpowle Edge F,barglaw Doubts Doer win FLe1I321411 Product, Raemais, Engh,Y .:Yl! 3YG�t2 P, aduas 3aa1Sg 0 5dseles lin4Wng'`OUtaw'ng, OXXO orbit A-- A.-indo, Ada- JIM to, 1,y fa U ttaDgafi �=`" futility, -A 9, 43 ww.cls 31 n.Ttawrres.Tnn FlDar.Glapalrsnd Smooth Slat oo+,ugutMrnn) Nominal l&09,0 &quolNon-ImplOf&q+Jgl; SnsYAr tJ.3,IXJJ2 NO Yoe fya r;a i133 PrRm-cl Mold. Kaaba a Ifi rr,s P-thel DYni.dk,n laAfal Earth Miur 4ts NtaUx Wr12 lL':�F'Z '> g1alN Aasue+arlee rLmnyed k4 Us, AtNlovrd fa Use i II M.� �1 y _ •.., sire N..In+r Nnn., � y^_ Series Compefite Edge Glazed r,lormoisset Single Door ,4cth or %whoul 1&M30:2 SYdalee s) flr,tA4nglOutrA4'hg X.QX.XOor OXOconl)jurauon;) Florida Department of Business and Professional Regulation Building Codes and Standards Product Approval Application Detail 3/15/2022 F1f62S9-R31 Yr" frL Aylt AIt lAk 2.aLt Status Type Version Manufacturer Contact fXg n r & yalldated By Valliclated Submitted Pending 92p>roY3d Apptuf•d Revision 2020 POLYGLASS USA Maury,Alpert, License John W 1Or28/2020 10/22/2020 FBC 12i15/7OX Category: Rooliing S9542331330Smalpert@polyglass rnr. Robed Nieminen Knezeivich, PE ARRL4)Lfll Subcategory: PE-59166 (954) 772.6224 1 i01i2020 Jndi dayrnerlt!: Cam Iis, nce Method: P Evaluation Rop0rt from a Florida Regseted Architect or a Licensed Florida fliolessonal Engineer EV'16259_-F'_;1 Products Qualp, AsPurysiI AQktuerl%L,'l1.y. Ennfsy�4ln_f..Li.}t IID:7tut Donlan h ,r rP.,del NrrnA,.r of N.Ku.r PK(„kxf Dai,rtl.a( In.Krr CorltrwtE>s)i1400n l7(„H tMZ OWaickHVH2 Rs.' +aLinuil PL9iEi[S ,� DrXa 1 PolyyassRo&Uncedeyments RooinguMertaymeres IDQI,-..f)22 No yes WA +WAI-6225 1 Poly)yass Roofunaedaynents(HVHZ) Polloass roof undemaym eras to use in F OC Iy2=23 Yes No N/'1 reA HVHZ Wiledick is 2 Poiyyass Roofunibeiayents(non-Hwi4 Poysiass too untienaymenn, kf Jln IZMQU23 No Yes WA +rUAI 0225 FBC non-HVH7 judalk:tia,s I Payglass Root uncelayanents (I w) Potygless roe urdtnay'm"t lor uw .n Fes(: IMY'023 Yes No N7A WA HVH7 junadl:hwY a Poiygass Roof Uncertaymerds (non-HvliZi Polysiass :roof aralenaymerds, ror use in 12/230123 No Yes WA +WA)-M 5 FBC nura-HVR7. futlsdk-A a;, } ,'uiyda➢sRoof Undeliuyrnents(HVHZr Pdyglawroof undarlaymant,luuw F8C12123r2023 Yes No WA NIA HVHZ iunsdiaeons 2 PolyglassRoot Urldelayments(rtmifVIPoyglassroof undenaymerss,Tuusen f2'2313023 No Yes WA +Wf622.5 FBC non+HVH7 lunstict,onn I Polyglil Roof Uncieteyments (HVIIZ) P.IFTglass roof underlayments for use In F13012/2312C23 Yes No WA WA HVHZ Iuri6tlic11t2ra 2 PolydassRoefUnaclaymeats(rbw-HVHZyPafyglaedroof und~em,for osein 12'21'2021 No Yes WA •N/AF622.5 FBC rwo44VH2 jur(adal6or,s fLYt19i•Afe Qdg !Yn_, v_«,rN, rvnw•en,r. At"— 202C ASTalk ,nc Cal.pwv al'ui,oal Contaurc, S,LCrvp.ry. Truss Plnln Car,pllanu NMbrd: iYeaalln Repa1 nom a f Ld2l97*AfP PIOW i'r� Ju:t e W IuYYPn ERMy d, fp•E Product Allow. Kot'- >Mnr 1 W116AH3 7 Will 3 1& 1e 4 10111" S IAT20"S 6 TL16. Wit 7 Tl 20 MIT'2O Florida Department of Business & Professioral Reg'-'lador Building Cocos and &tandafm Product Approval Application Detail rage: d: ,a:: r" ;hf- !__ Daee Rind- Qs, OF B( 3ytMfw t L'<rdF Vaaddw W. "WittW bunrneaa OW AaaaM Aftpow(A Rani Von YYnl. I-C kv,i„1ion 5Wioa.LL.0 ICC Gvftom. serAm. OtAL2073 ,ll%f4 A;'': d n::V'0'?7 AM, -I tls2) 3664935 U.C. eweldsro" earn 1266) 59a•911N, gmakAugmw F,.duvitN.rurtlon cordeedrriwiDr, Ji4ixavv,d la Zhu ,b I1yh1 L6.,, Il:y1d "y tlsa 0-III Y! h,.p,,.,, litysimarg Us- PIPISSL 16 yl rape swrem "" on 1M0 orte I N3112024 yes Yes NIA ri a. 16 f7e,ODr rfy WsR(PF.,nJs I I.nnea(r DWI 121312024 Yea Yes ./A NiA Isw Lwv t—,' . sir. 121314074 Yes Yes NIA 14, t. 1496 NOG sUNtgh 4V"t rneda pate 121312024 Yes Yn MIA 161A 239. edge,lrr,gat W. Is reeled. PbY 12ns=4 Vaa YM NIA NJA lago. lass cornedvpt4faa 12n,20C4 Yes yes NM N/A 20w tore —ad. phtes 1202124V4 Ye6 yes NIA NIA 1-Io, da Depeftrrtenl of Bus'nos: It Pr•',,:,34onal Reigulatlor Poo, 1, Building G.''Jc ai Kl S:ar.oards Produc'tApptovol Appileatk)n Detail rg�SL'SS � � G•Xv ornraru Ql(t callow „1•'alrra aLsamY Yly-,11T;1 k 7!>�9:ig e5a'�rcL•1 `aG A-M AW7ULYI4 111-1 Mich aer it:,. R.Xw 3'nnen K::ojo l,PE .- ?f?3:722 0'h'"r.`:-'• Ay".,,•r IMr.•71E:nr cE.]C109 'r 6224 - - Gl:.r.ey ix.';VAW4 .-19 VDV AW 1 1 u+•I 1R,Lt34 0"iuf fro( domrburr L::t,a,1E.a,Nimoae InRYHZ r"II .'e 1ST rle,w', Ftaagas, rr:Ma,.w e•aC rr'xe tl.:s taO aN .=1•.n2u25 No a N!A '. nipaklye .+I„Y, , Flvnna Lk,)v jwwil of Business A PIOre^s:SKhlal Rr,y,: ahal Pag,1 d, I""'N:'Id,ng Codes or1,d Staroctrds le+'.nI Pro duct Approval AI44i,..nnn, Detall Entw des ,')_tr Iw Care FtRlerw py L -.'r,. V/Id.Yad Be V;a'3K10A b12ary N! W PAC AW-l"n FHA .•,w.l error. yyw1Jer;,ro r1:r's. I, 1.. Dap M. Vilm:`f. 'k^ ,v. ..r:u'nf r•ROr-'r: ,.rlt'... a Ir 11)317.8454 ,..e rne(/,Ina^n.0 usm Pf.'l "l'k. 1 rAelo,0 R(KN Undnpynanfs(IIII R, l,n_l.,'.+,ant.la ilea r e,_ FAny2 rrrv:`v::'rr;'• .-"n, ilk .:. r.,. sear P,nou tMeese. 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M LW4 Fmrlda Departmen of Business A Professicnal R¢gulagon 1r, a, Bulk 1g Codes and Standa ds Producl Approval Application Drinrl - Cr" ':::Id Rile lAt 9dh-P-Nla:gn 211 FAC" Na to, .'!_ .4iyy;JaL Woh=ed IN y jijo,yg}&y 2aCAaarovel ArattaYW s�(� Kahl. Jefey 6.. tYn U }n E I . 11.22027 •Les 1"r,: ' (501)463$A63 •�' , t:. (73713 i7-%S4 kjrleyQMnesrW.Ccm aK4 !9^.M.IY,L1M4a 91Atg10LhISt .Elul P" rrra@cl EAllinkilar, oaf. rI N'vNi ow iLLV•IL 13—M&M iPressuR No '07'st.1,' :. IAfohnita of AVP:rM Iu L';. Ln (lNrk Florida Departiaert : ' Pt,a ors,.:? 11"Mrsslonal Regulation BUlldir : Cnd(•F. ) O :-' ociard5 Product A pros, al Application D" P.O. , -! FLM17889 R3 92A4 Eat ,.v w 29A j` , D'v,r l u^tdau y�yle T_ Yin., mg.."crur'e' Contact Eft Mw&Localism V4008ted id.ded Surf re, �' rric Appic l Appmled sts"I All ArvnCan ;hurWts and Glass Mke 8arbwi Fro, I Herinartb. F E Troy Bmhop. P F_ - 1 1, Am 12r %2WO Anor�wn: category-bNtw* (561)712.9582 I.E. 4tt549 (954)947.0680 SutiCatagory. 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PA 1.2 E-17717­771 Simpson Strong -Tie 2020 FBC Approved Products FrIT"77M SimpsonStrcing-TW2020FBC Approved Products C77- 37 Simpson Strong -Tie 2020 FBC Approved Products Sinn son Strong -Tie 2020 FBC Approved Products ­x cii linki; to all 1i llporwitilillsti 0,tiltriov Cli -Cor rtil"I IrkS To Ali SST AW10VOISIded beIvil g"!�I. 61 :iphmlals i "It 'o il 11 1, it N'R I". 1", 1 1711 1 otp,:!3. t I i,Lri: H .1"1: into. .1 FLN2W5-R7 j L#11L,44641 1W Product Model, Num bor or Name Product Description Seg Product M2del. NurAber ra, Name Product Description Seu 0 Product loollodel, Number or NaTil Prooducil Description ,eisicn THUSC) available for riodels, hzi,inq with equotitc or I Fitan Staints5:5 Steel Concrete Mdruxify Screw (TTN-SS) I)l ciarrytei I der) liita,riL"s steel masonry scroortroor A21. A23, A?Z otiS4 ­� 444 A f tj ies 1 ET, BT5. BTH urrA I Ws isort :� .906 2 APA21, APA4, AtroliA APVA21, AFNA4, APVAB (%tdccr, A, c r 1 Its Arlolt% 2 CMST12, CMST14, CMSTC18 Coiled %aprof 12 111 p4t'r-trourtf NairwFins ot-,ailai it %,v(V.;1% ranging from 1.7'r"» lt, Z AP944 APd,44R APVBdt$, APBUTK APSM APBWR, APUI UI 0, A' JI QI OR, APV644, C%tdcor Accetitit Post Uasti 3 CS114, CS16, CS18, CS20, CSr). Cowl Straps 5!8 APVP-44R,APVI18fS Af3VtMofiR AF-VU88,APVLIS&R,APV.RI0ILI,A;?%LI1010R 4 CSH PIS, CSI-IP20 coiled Soval 3 4 APOJT2.4 APD.T21P 4, APL-,J 121 6, AFtDJT2R 6, APVWT2 4, APVD r2R 4, APVE).rr2 6. Outdoor Aamril s Deck Avli.t 1!eot 5 CTS218 Corn piessociono"Tens fail Strap Product APVDJ72R,5 6 OSP, SSP; TSP Stud to Plate be l7'r,7 trwav­ I SDI 01 12DOS Outdoor Accents Connector Screw 6 APHH46, APHIT146R, APHH61U AfHktdlQR Outdoor Accents Heatelo, Hari 7 HI, HIUA, H25A, H3, Hi H7Z, H16, H16S, H16-2, Hle-26 Hurricane Toes i LIY:- 11-' 4" Face -mow it nanrers avalable in vitcritirs ranging From I 6ri2! Ito 4- 2 SOP1 12, SM12, ISID101 12, S1711102112 %orTDUi SO Connotefor Screw 6 APL4 APL6,,41274, AFT6, Apoi &PVL6, APVT4, APVT8 Outdoor Accents L rind 7 Proam-to-CWurrin 7 rm 19 144 T 2. HGT . 1HOT-4 Heavy Girder Tiodorimin W" and heights ranging from Vic 10-1 Sol 6' 3 5D9112SS SCQ212SS Strong-Driforit SO Connector SCI. Screw 7 APi APLH24R, AFILH26, APLH.*R, APLH210, APLH21DR Outdoor Accents Light Hangers, V HS24 Hulticano Try L r., 95u5 Face-mroi riarge!s 4 5DCF22434 SOCF.12512 SEW.F22614 i0CF22700. SDCF22858. SOCF221014 rwribeir-CF t,,.rrovv S BVLZ L edVir Confri .10 HSS2.SDSI 5, 4W2.2-SUS3 H!5-b2."l.-$Ws3 HSS4.,SD1,;3 Heavy -itud Shoe Face -mount hangers available in wdths ranging from 1-9116" to 5- 5DCF221134, SE)CF221334 SDCF271958, SE)CF2723W 9 CST2Z C8T4Z Concealed Beam Ties 11 HS12 HST3 HSTS HSTO Slinaight Straps 1 T` and heignits ranging from 6-15116" to 19- It2'. 5 SDCP22434, SDCP22512, SDCP22614, SDCP227D0. SCY;P22858, SCCP22912, Strorg-Lorrve SUCP Timotil Screw ID i Clli CJT5Z, C:J'1621 Concealed JOISI I ler. .1 -, " H I S16. H I S20. HI S-74. H 1,9211, H I Q,0 H I S30I: Heavy Toast Strap 19 Fare -mount hangers SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Jost Te 13 H1SQ16KTZ, HTSQ20K'rZ Heavy I'vol Strap 10 Skevvedface-munthangers available ir7widths ranging Iran I 6 SDHR27400 SDHR27014, SDHR31400, SOHR316114 Strong -Drive SDHR Combo -Heald Screw ill D's (Iry kovall Slop 14 LFTA Light Floor Tie Anchor D18" to 3-9/16'and heights ranging Yam '3-V fr'L- 1111'4` 7 SD625112 SIM5134 SE),925200, SOS25212 SIDS2530101, SDS25312, SDS2541 7 Stiorg-Drive SOS HeavoyDifillyConnector Screw 13 FC4 V rforri,rou Clips 15 LSTAP, L&TA12 LSTAI 5. LSTA1 9, LSTA21. LSTA24, LS7A30, ILSTA36 Straight Straps nirreal flange version fSF:kC, I &,,,i lr,r of SDS255W 6135725ti SD52_1Ak 14 FWANZ Foundation Wall Angles I fit I :tiI`1417j, LSTI13 tisaighi3fraps ,:.*.3"+;aX-Wets;oorv3l:Aeflaraert':nnceaksc 8 SDS25i12SS, SDS25-.WSS, SOSX)2K,212SS, -825300,-�S &0S25312SS Heavy -Duty Uativei F�S Scrit-w 15 CAI GA2 Gusset Anglest ti ! WD L_T H40 . 13,odgirg r Ll scolls hfjircers I ., e t naPi AvJ, "ble. 1, ­qmg from I WIV, to 9 SDVVF2716 SDWF2720, SDWF27,14, SDWF2726, SDWF2730 Strong -Drove, SDWF Floor -to -Floor Screw 16 H2A, H2_5T; Hi H10A.2, H10S, H14. HGAIII Hurricane 71es 8 LI'S"12, L7SI6 1-1018, LTSA) L ig Int Tvist St rap 6"1 V1.1thIn ra,1;119 toci tV'io' 17 HCJTZ Heavy Concealed Joiroill'T io ilio MG7 MocturinGirclet Toodclown 18 HH4, HH6 Header Hangers 20 Iii(Sr27, MST37, MST48. ril TvS"21 Sitaightstraps FL4111000-fte 19 KBSJZ Knee -Brace Stabilizer 21 UST Ag, 1112. MSTA1 5 li fAIS, PASTA21. JASTA24, M, [A.30,15,131T A26 PASTA49 Straight Straps 20 Angels 22 MSTC28 MST(,,1Q MSTC52. MST(;66, lol Stralghtstraps §"J Product Model, loollumb&LgLhii Product Despoliation 21 LICF4 post Cap 25 MST"525. MSTC,6663 Pre-Bent,%2PS Product itolodyL Ni,l Q;* Nxti, Product P=rIallon I AT ATRlr2, ATRSM, ATR314 Thirreaded Ruds 22 LS30 LS50. L570. Il $kArrovabloo Aniffirb 24 MSTIX MSTI36, MST148. MSTISO, MSTI72 Straight Straps I UA<A=fez, Top flange hangers available in widths rani 'i tc 2 ATI ATUD13-2. ATJDD, A7U09-2, ATUD9-3, ATUD14, ATUD14.2 Aluminum Take -Up Device 23 LSC7 Adfusbolov Stair Stringer Connects, 25 MTS12, h4TS1 ft, NITS18, MTS20 M76240, MTS30, MTS 30C MediumIrwistStrap 11' and heights ranging from 7-1.18" to 3C" 3 EP3J114-2, BP1,12, BP112 3. Ur5rff 2, SIPr',3.3 elf,&4, &IJ/4-3, EPRTUO3-4 B"n" pylas 24 LS,-,j26LZ, LSSJ26RZ, LSW28U LSSJ2Y3RZ, LSSJ21OLZ. l ?Z F so Id Adjustable Jack Her gar 26 NCAWC-12, NCA2x12 12, NCAZ:b110, INGA20016, I'lICA2xI2.16 bridging L-_UF strii lalood.'s Topillangre hangers available inwidths ranging, from 3-tia6'to 7- 4 CNW3/8 CMVV2 CkrWi CRWY4. CKW51i CNW3/4&B Coupler Nut 25 LSSRI 81, LSSR21. LSSI 37. LSSR2 56, LSSR210-2, LSSRAI 0 rield Adjustable SlopeatoblittlSkewsible Hanger 27 RCA`17112 riCWi Wall Bracing `W and heights r.nginq from 9-114" to 24' 6 CTUD55, CTUDW. CTUDS6. crUD75, CTJI CTUE)77, CTUD67, CT UDW. C1 Oogil Coupling Tale Up Dei 25 LTP4,LTP5 Tie Phtys 26 RPI;15, RPS22 RIT`,;QF Repair Fisloo 'Strap L,: F Seri- :. ttae ^ Top flange hangers available in widths ranging from I -11Z'to 3- CTLID98, CTUD99 27 N11.237, K 247, 1& M_ ML287 ML2107 Angles 214 RSP4 :;it, 3 to Plate conomlo.i 518" and helgirift ranging from 7-114" toil, 'Zolt' 13 NJ, 144, N5, NO Heavy tro), Nut,, 21$ MmHe Root Ito Down 30 SP1SP2, ',414 tiillii, SPV Plate i to I 4 LXJHll- wriss r�angcrs I r p flange hangers Vi5ilObIC in wrtthr.in:*,prI;li from 1.314" to 3- 1 RTUD3, RTI.Jtj:tB RI UD4, R FUD46 RTU05 RT JD5, R I UDI. RTUU8 Hatchet" Takil p Device M Mhd4u Hoor,gea 1,!cot Connector 31 5PH4, SFJH6, SFW Heavy Sud Platt? he , �fd,; tio-gi,li; fin,'�4' 3 TUO9, I'Lli T"'Llip Device 30 Milli MMIL11i i NI MMIIALU20-2. ORALL.1210, MMLL1121 1, I,IWLU1 �AA, MK4LUI'Jl I Face -Yount Hangers �;41 SS1,5, SS2,57 663.$�'A.5 Stud Shoo series froangli Op tZr14Q 'largotirs ivot,itilible ,n vvidtilis ranging roinir U- 9 TUW38 Take -Up Washer 31 REIC RBCP Raul "Air,% 33 STS, ST12, ST18 ST22, ST292. ST2122, Sr2115 ST2215,ST621S, ST8224. ST62318 Straight Straps PS" and itleg-itstarginfli from 11" top 32-1/7 I[) URS3 37R'UpiIrft Red Roo,, T eclown Syifiloi 32 RST-3 Root Tie -Doom 34 TWO, 1`827, TFLIC ri-r$6, T842.,r1448 7664, TR66 Ti:16() Tarwor Rtii 11 1­41 l, lip flangs, hangers avotolablerowd'h% rallf Ir"'ilti from 3-1 to 7. 11 URS4 112" Uplift Rod Run Tedovirro System .13 RT. RIN"Al RTC;�?, Rini Rigid Tie ConnectorsVi 7VVPIi1 TW61^ TAS14 Wall Bracing '1!4 1,irofil% iror,g­wl fon-, 11 Vill k 12 UR.%5 98" Uplift Rod Run Twoodorimn System 34 Sri- SlC 1,L)[r- rITC4 TtIA, rdops. 36 VGT, VG TR, VG I L Varlaiufoofotch Golder Tnicloulatorn Saddle tarrultil's avatiolibloom widths, ranging *,W, 13 LIRSO 514" Uplift Rod Ruh Tedcom Syr4torn 35 TJC37, 117.1057 Truss jack Clips 37 WBI06 WS1106c, W810C 'flithollill Bracing and heights rorigiri from 8.10" to 28" RS Z2.Z4,Z44 Panel Stiffener 11 6 r.'_ir4 fie I rrp flange hangers jvv[aI.,ioo i.ulsintl from 3 Im" it, 7 118 ,tad hei_ahth, rsritll,r_, lot, If. `,. , F1.111110441-fololl FLM0531I 9 firU str: 1^4 haligers rp l4rige hangers a%iAIlable 11 wutrs #Afito ­�, 1":1 � 1 Vi FL/sl 0,447-R5 '), 10"d nolonts loorg,nG 110-1 8 , 1(- 30' JW Product Model. Number or Name Product Description AW Product Moll Num ber or Name Product DiewtWit an 10 1 io7_XS ieiel�� iangers erf, availadle ill ?,oin - lK, to Sm 1 (ITT.- HnId dovn, Sell At Product fiflo0ol. Number or oJarne Prod uct Description I CBH2 376 5, ZBH2 l7A7 133CBH2.374.75 Concealed hangers a I fi'n�fjlallgfifs .Vqirq 2 HDC1014, HDC10122 Hold-down 1 AHEF Adjustable Hip LI,d Cuntfei:trut 2 DU, LIHU, DHUTF series hangers Face -mount (DU. OHU) and top -flange (DHLJTF1 harrogritt 'll HCLT wren hangers Top t!arijoi firoinjoiiis j,a,iar;iv rtm0is istroging from 3-1oii to 8. 3 HDQ8, HHOQ11, HI DO14 Hold-doovon 2 DSC;2pi-SOS3, OSC2L-SD,4t1, D1,;r,5R.:,[x33 rXS,`:1,i available in widths ranging from I -Nl&'tc 39118" and he w-gol; hnm 1.1 O'k; 3:` 4 HOU2,HDU4 HOUS HOIJ6,HDU11HDIJ14 Hold-down 3 GBO Gable Floi Gonnfcto, ranging tor" 9-1113"llu 23.151116" 1 (A I V sei!c; hinjers, Top fianje I in widths ranging from 1, 114'to 7. 5 HPA28, WA35 Strap4tylis puffin anchor 4 HCRI 81, HCP2, HCP4 Hip Corrier Plata 3 HCU3 63-SUSS, HGU5 25-SOS, HGU5,50-SDSr HGU5,62SD5, HIGU7,00-SIDS, HGU7.25- Face mount hangets 118" and heights* taoi from i 4" to 32," a LSTHEM LSTHD8RJ Strap -style hold-down 5 HHRC2.2 HHIRC42, HHRC42.7 HHRC4f1 51, HHRC44 f fHRV5 25, 25 HHR[;15 3713 12, Heavy a,ip to Ridge Connectors SDS, I­iCU9.00-5DS f series hangers Top fitinge, fitiongeil; available in widths ringing from 2.1-VItY to 3- MASA.MASAP F Duncration anchor strap HHRCM 4 HGUS series hangers Face -mount Nang" available in wifts, ranging from 1-5: 'tt 916" and hoi ranging from 18" to 26" 8 MPA132, MPAI" Illiap-style purlm anchor 8 HRCl 81, iiR(;22 Hop Ridge Conner -tor W" and heights ranging from 5-5116"10 12-718". 14 HuSTr sees hangers lop Mange icari Hangers av slrreble a w dths ra,;log from ", 193",n 9 PAIS, PA23, PA26, PA35, PA51, PAJ58 purlin anchor 7 LRIJ20, LRU28 LRU210 LRU21 Rafter Hanger d, HHGU5 25 SUS, HHGU5 50-SDS Hif-i-3135 62-SDS i­iHGIJf* 00.SDS HHGIU7 25-SDS, Face mount hangers 3-9,116'and hrights ranging from S.Sli 131 NT ID Pi PA123 PA120 Pi Strap -style purlir anchor a ILSU218 LSSU26 I.SSU210 Light Slopeabli-olikerwiUle U Hanger HHGLQ Da SDS 11-T; Top flange hangers avaiati it, widths ranging town 1 9110" loo 5- 11 STHDIO STHDIORJ btrap-strie frod-drai 0 TBE4, TBi Truss bearing ttsrrohancer 6 HHUS26-2 HHIJS28­2, HHOS210-2 HHU.1346 HHUM8 HHLSS410, HHUS/3 50110 Face -mount hangers 1!2" and he,onhi ranging froon 3-?11 d` to 15" Conceadit! Inirge 12 STH014 STHDi4RJ Strop-ritye hold-down 10 Toi TC26 IC28 Truss C Up HHL97 25ll 0 version iHLICTFS available for *1 nW.Itis having width oboti to of 11 THAN, THA2113, THA21 8, THA21 52 7HA222-2, THA413, THA41 8. 1 HAG418, THA4�12, Adjutiflacia Truss Hanger 7 HSUR, HSi.JL, HSIJRC HSLILC sores hanger, Skowed tace-mount hangers available in olvidthis raning I t, i- gresterihan 2-;016, THAC471 THA426 TH4422.2, TAA428.2 1/8"to I�Iff'and heights ranging from 4-314i 15-314" I;Wo swwi, s lop hangar.4vat"trim in widths ranging fixi, , ti lti" to 7 12 THAI 1 81122, THAl2 061", THAl2 U22, THA1222. THAI322, THAi THAi422 Adjustable Truss Hanger Sized for I -Joists Concealod flange version (HSURC, HSULC) avaiiiable for J 1,1'' and h6gints ranging from ti to 219" 11 THAL421 THAR422 Skewed Truss Hanger double 2X and 4X models of* acute flange is concealed Top flange hangers available in widths ranging from 1 S116" to 7. 14 1. HJ,6,2b, .1HjA26, Ll I VA Moto truss Hangers 8 HTU2e, HTUi HTJ210 HTU26-2, HTU26-2, HTU210 2 Fac*woi hangers 1,t2" andheights ranging fro 5-AM" fu 'iZ' 15 THJM2 4-SDS`3 THJM2 !i SIDES3 TAJUM, THJJ26.W Mu bplr Trues I izinge r 9 IALI, 14Jr soles dangers Fare mount hangers available in rmci ranging from 1.9: ;' t< 7 18 ii self-ii trargers T •I k f 1,, I J,J,Jl 'jit.1 "";I n L ':-,I fa ro"3'noc Irc,m 1 _1)11 X fr 't 15 TSOR224 fitills, Spacer Restla,frt 112" and heights nori lag from 2-71$" to 19-114' Conceal i fliw:;e 17 VIDA2, VPA25� Vipi VPA7,f) Vloil,,I, Variable, Pli C(xnoilectL-1 version iHOC) available for all models having width equal to c- 19 JR spli hangers yp�il, .. r I I,,.! f-c V!" 18 VT GR Valley Tlw,;*, Ch�, greater this or 2-9116" 1,t­,; VJ IA 10 HU001 W&SOS HU00I 51!11 HUC*210-3-SMS HUC0310- Face -mount hangers 20 SAset"h;;,lyers 7,,,, rijily. f,I, o,ar,:r 'to writh of 1 and hiev"Its SOS, H1_10:441C-SOS, HUC0412-S08 VfLlC�Jiot 25111 HLICW, 75/11 -SiDs HJCQ61 I). I '.',I SUS, HiJCU;511%SUS Simpson Strong -Tie 2020 FBC Approved Products NI it I" ludo IIIIVuuVuiuual: For additional ino(ortroation regarding-Floridil iole­ -r�,tucl Aovro,,irl '_,vr,urri, ar,; II ­Ioi, 1, l-,­ Updated 12,1`3011 I 21 L5 series hangers Top Mange havIlIffs available 411 width of I -oil and 'refghts ranging from6-3o8' in 15 1.8" UAL J'apnol hnlinjpers Top flange hangers available in w0tf) of I .911C and heights ranging from Ii to 13-118" 23 LEG3 LEG5, LEG7 sionfirs. hangers Top flange hangers available in widths ranging from 3-14' to 6- 718" and horiglhlrio ranging front li to 33-It2' 24 NEG5. MEG7 senalsbargoors. Top flange fillinglors availactlio in widths ranging from 6-114" to 6- 741 and height. inogong horn 9" to 12.10' 25 NIT series; hangers Top flange fiforigools ivoular.4for in widths ranging from 1-9,1161c 5- 118" and heights i,ri from S I Wto 24" 20 Pi Pi PFDB, PFDSB tows haviplois Top flange hangers availably in width of I -W115" arid heights ranging frontk3,3f8"to7-I18" 27 RR Ridge ialtorr connector 2.6 Vi sores hangers Top flange hangers available in widths ranging from 144116" to 110" and heights ranging 9 IM" to 32". FLNIQW-115 52" ftillitelt Model- Number or loilarne l ABA44. ASA44R.ARA46, ABi ABA88 ABA86R 2 ASU44, ABU44R, ABU46 ABU46R, ABI,15.5, ABL,15-133 ABUS.5 ABI AB066R A81,186. ABUSER, ABIJ10110 ASIU1010R. ABJ11212, ABU1212R 3 ABW44Z ABW4411i ABoli ABW46RZ. ARWi ARAIIIi ASW7.7 4 AC.4, AC4R, ACE4, AI oil Ill 6 8:X, BC46. SC4R, BC*, SC6R, BC6 OCS2-2/4 BCS2-3/e P C.Iril nF1,48 CrW nMR. CM 7 r-851544 SDSZ C5S(.W6-SDi CBS;i CBSQ86-SOS2, CBSO88•SOS2 8 CC, Ecc, ECCILT Sores 9 CC0-S[)S2 5 5 Swiles 10 CPT442, CPT857., 11 EPB44A, EPB44 EP546, EP565 12 l 13 LC844, LCBW 14 LPI.:44 LP'--.6Z 15 NP9447, MPM67 10PRA87 1 cl Pi PB44R. FIE43 Pl i1i 17 PBS"A, PBS46 PbSt5c, IS PBV6, PBVIO 19 M44-18 PC46-10, PC4816 PC64 IR, Po`,86 115 EPC4418 EPC48 115, FPC48-15, EPC16416 EPCI56.1115 20 FC4Z PC4RZ, RCdZ, PC5RZ, Pti Ri EPC4Z EFC4RZ, Epi EprCl8RZ EP=, FPCBRZ 21 PPB44.AZ PFB44-67. 2- Rl FL#1109I M2" Product Model, Number or Name 1 FJA, FSA 2 FRFP 3 GH46 A5 Ghiilli CH48-6, GH48-8, GH410-6. GH41U-W GfOL6.15. QHU6-6. f,, 8 0 Hi 0.6, C H 61 " 4 CLBSA. GLB5113, GLBi GLB60, GLUM GLB7B, GLB7Ct GLB7D 5 rI.DT512, 061.7812, GILST510, GBILi OLM20, GBLT820 6 1 GLBA HGLI H3LBC, HGLBD 7 HGT-2, HGT.3, H;77-4 8 UPP10 Sill $ LRFP Product Qvrr,Crfptloh AiJp,slit) t, tlnr I lo,,v A'1,61i PCIV HA41 AdIustalitift PDV Base putit ^kp Post Cap Fmbedded Embedded Column Ujw Golfed column caps with VVI ranging from 3.1114" to 9-1/2" and VY2 rangirg from 3-518" to 7.10" Strewed ociurnin caps with fill ranging from 3-11W'to 9-1/2"and W2 rAnginlI fi 3-10" to 7-I12" Concealed Post Tie Base Lrilbooddii Fust Base Fritholoodch-to lonsit rinse Embedded Wunin R-ase Lgrof Flow c':ap Moment Post Ram.- Ernbii Ilot 6isc, Er"Iteacled Post 619P Round Post Base Post Cap Post Cap Post 13ast. Retroft PrAt F-Ast Product Deriscrtfilli on Foundation Anchor Flat Retrofit Foundation Plato Girder Hanger 01dilaw bea'foi 111juir 01'"M rkioirorg Plato, Heavy Giuliani Beaurig Piate Heavy Girder Tiedow Universe I Foundation Plate Universe I Retrofit Foundation Plate Simpson Strong -Tie 2020 FBC Approvecl Products Ov.- P w. fr,, dol SST approt,615 Istroid trolloor"' HZR' logiorm ILI lo,,Us Statewide Prodhoct Approval IS or EL#1 14C>U-M cftl Pf0diii 1111101301. NUMDer or Nattily Enaji[�r hm I HHUS210-3, HHUS"210 4 JUIV f l,iflgt.r 2 HRS6. HRS8 HR512 Strap I ei, 3 HUCC210.2-SDS, HUCO210 3-SDS, 14IJ('0310 Si Jov Hanger 4 THGB2, THGB3, THGBH2, THGUH3 FHGI3114 Joist Hanger THGO2-SDS3, THIG03-SIDS4 5, THIGO42-ii TH001-15-SOVii 5, rHGQH4-Sr)S.6 orrist Hanger 6 THGM-3, THQW3-4, TH113W4-3, THGW4A Joist Hanger FL 41 1473-R5 Forci Mali Number 0, Nam, Product Desicr ®rtion I CETAL20 I ltiubir, Truss Anchor 2 FGTR, FGTRHfi FGTRIHR C.'urder kerotft Anchor 3 H'i H18S, H16.2 H16-2S Huiricavili ic 14 HFTA12. HETA16. HErA20, HETA24 HE TA410 EmbedrIod InarsArlehor 5 HETAL.12 HFTAi HETAL20 Fnitredned ru,%Anrfirr 6 KAM191HM9 Masiorry retrofit corinoi 7 1111ETA16 HHFTA20 HH(Ef'A24 Heav y Embedded TrussAac hot 8 L37 2. I_GT3-,'zlDS'_' 5. LGT4,SDr'i Girder riolociavort 9 LTA2 Lateial I fuss Anchor 10 NETA12 MEIAI6,ME-1AI8,MF_TA20,ME_TA24 META40 Embedded TrussArrochor 111 N9TAII IYMAWfl, NA5TC11I MSTCM60 Step Tie for Masonry 12 tioirsmie, W'5M20, HTSM16, HTSM20 TwQ Strop for Masonry FL$01149f5-rJ5 21"FYoduct Modal. Number or NameProduct Debicrihation UTTIZ L.r., ltlr_, Ile 2 HDIZ 1-1019 Boiled firokicwots 3 HDi HOBS, HD75! HDII Bottea I loldowns 4 M4, Hi H"15-114 Trionsion Ti es 5 LTT19, LTT20B, ILT-1131 LKAht Tension Tres FL0J)62$ R5 Sea l Product Description Roduct loolvdiiii. NUmber or Noting P I SB50,,24 387/8x24, SGI00 S5 itiichnr Bolts 2 b ririchor Borts. S5TId28L fl-M 1.872-R4 .Ste X Product Mol Number o- Narn Product Description I CMST 12, C?vI$T 14, 1, NISTC 15, C-S ' 4 C S I Ii CS I B C52 0. 11 Ctfil<i -,traps 2 HRS43 HRS8 HRS12, F14A6 I FHAl2, Flidi FHA24 Vi1A3i5 'MST Or fi 513, 'Illlr:ti mil(l2ga) NST148 MST180, MST172. SfVST27, SIMST37 VMST48 3 I4TSI6.HT'S20,ff­TS2,i I1TS30,HTS3W Hill T mst Straps 4 LSTA30,LS7A30,LST144,L,4TI71,Pvl:WAA,FAI;TAI2.M,:rrA1ro,'V,iT-lRMSTA21,tAsTA:'4 1-ito als 4.1 mil (18 gal 5 LSTAD.LSTAlZLSTA16.LSTA18,LSfA21 S1 apt 33 rnil (2O g a) 6 I-SUSH3.25, SUBH3 25. MSU BH 3 M P"Jillf"i; Connector 7 LTF`5 Later 9l IT I Plate 8 LTS12. LTS11i tTS18, LTSX Light Twist Straps 9 NSTA30. "TA36, ST6215, sT6224. sT9. s712, :,.,rI8, ST22, MSTC .!8, MSTC4C 11,1I Straps eA mil (I e gay 10 NSTC66, MSTC78, M238 ttr loops SS mil (14 ge) 11 MTS12. M7S16, MTS18 loaf MTS30, MTS24C, MTS30C Wdhm 'wist Straps 12 SIB1.56, See 81, Stei SiB22.37, Sr62.56, WB;: W, :iw 12 A5, t;/LQ 52 S"a4 LIE. Top Filings Joist Hangers 96412, S11134.28, S/Bol Si65 50 13 I.OUA2,12&3, trl;942.12/10 S)BA2.12l`112. S1BA2.12114, S7BA4.I818 S) IA4.18/1(), Top Flange JoillotHargars S1BA4 1tVI4 14 SoThlA Hurricane Tie is �%W, _1*408S. SiMil SA-1 013B, Solf-10115S, Sill-ID15B Ht)kj1,AVT1% Ile VH DU4, b1H UQ6, SIFIDU 9 SIHID Ll I I Holdowris 17 Sticir, &HJL;7 Joist hangers Eirl-i-E-1 Simpson Strong -Tie 2020 FBC Approved Products For droloot Inks to &I ii lowroi Isi bolvyUK i suliulMIIWINVIaI For Additional orkinnation regarding Flaida'saalewidit, =Irco4luo;!)rop7ovel ;Mfenl and C(aoi NA- 0,`u­PlLdncor NOA), "Uk,21QZ 15 SISV1 .56, SILBV1.81, Sl 06, StLOV2.37, StWV2.56, S&GV2.056, SILSV3.112. Top Flange Just1fornipets 911TV356 SILBV362 F4LBV400 S(LOV417, Sill cL1_SVA 76 SlLBV66C I "o 1:41LI TZ0. �D I ra, sor if 1 14, r i '4 1' 111 1 luloovel, 20 SIMST60, SMST7.1 t'loaps 118 riffil flogay 21 SP4. SPO Stud Frlaboir T ins 22 SSP, DSP, TSP Stud Plate Ties 4 SrC Oil flulob r,:Ilp 24 T31= Truss 15,aoii r)iagoral 25 TJC37 i fuss Jack FL#9904-Rs, FrQdu..t Model. Number or Name Product Doscnption CC0M5,10-SDSHDG GC1QM3152-S�)&3 Masonry Piet Caps OCTOM4 62 SOSG CCTrJM5 %SDSG, CCCQW 82-SDSG OCCOM4 K -SOSG GGCOM6.5i 2 ECCLQM3.62G4(T, ECCLOM4 6X­KT, ECCLQM5 50 � -KI, FCC[ LQM1l 5X' .KT, Masonry Piet Caps FCCLLQMD4 =-KT ECCLLQMCo5t 51 ECGLRQMO3.f;2Q KT, ECIL:LRQMDt 152t' Kr, ECrCLRQfvID5 50G.KT 3 MUL45 25, HOUM550, HGUri 00. HGU M7 2S, HO ILA114 00 r.,q Nolasruly hangers 4 LG Ifulto LGIAM.6-3 LGUM26.4 LSUM26-2, L0 LJWP,3 L,�OJI%420.4 lj)­d• MAw*4y 8earrn Hangril LGUM2103, LGUW10-4, LCUM46 -GUM4B. LGL)W10 5 MMA3.12f925, MI 12111.25, MBHA3.5617 25. MBHA3 56925, MBHA356111.25 Mallultrr+y Too Flange Boom Hangers 161BHA3 56111 88 MSHA3 56)14 N16i 513116, M(33HA.3 Sling 1111 Wort 26, MEHA5.5UM 25, f-A8HA5 50111 25, WHA5 5111 W NABHA.5 51.014 YUHA5 50016 WBHA5-50/18 1,611IJ3 5W26, MSHU3.56/11 25, MBHU3.5611 1.88, M51-111,13.64i MBHU3,58flol Masonry Beam Hangers r. I if lu.3 Fdfllio Mill 106 ti0.19 :15 MD1 ILI6 --&11 25. MBHU5 50111.89 MBHUS 6CV14, IJ,HQ550118 MPHl1fi30!36 FLV1397_&R6 Sqa !T Per duct !_NVM_qSL2Name Product Description SCV;Z23W, SOW-1143A SIDto"IrI SD1V225A30 SDIAC-11i S0%A=fi Sur,,.; Iir.e cX)W EWP-PLY and TRUSS -PLY Scram SD'472&14 2 SOAC154150 SMAC15800 Strong Dime Sr)vvr- TRUSS Sport-om 3 �01,NHI93CODB. SCVVI­1940001� *jDVii`HlW`;QUi SOWI-11161i SVVoHI9lx)0CB !:tijonp Cot ve SEYiNH I'VoilBeR HEX Screw 4 SDVVH27400G SU,")H276.)DG til-Allool,42180I S0VWQ71IJLK6.t:iD1.Yt2712UUG fl%lHFR HCAthUG Screw 5 S:)WS16212, SDM116300, SDWS16312, S01NS1 64D) Strong -Drive SOWS FRAMING Screw IS SDWS11i SINIIISI9712, SDVVS2240D.S0WS225W SOWS22512. SDWS22600 Stiong-DrIve, SOWS TIMBER Sieve (hilleirot Grade) S-)W,S22800, SDVZ22900, SOWS2210W, SOVVS22-1100, SDWS22120D. SO[W=1500 SOVVS�_130009 SDV%fS2240DO9 SOW3225000121 SUWS22o5C0D8h SIDWS22d4i Strong-Drive,9DWS TIMBER Screw (Exterior G fade) 8 S')VVS27312D98, SOWS22512OBB Culdcor Accents Structural Vi Scro,w, q SZ)l.`AS27300SS SDWS27400S SDWS275WSS, SDWS276DaSS 5DWS278008S, S`bong4)rwe SUJVS r ItAl SStocre" &III.VS211 0am"L.; SDWSW1 1IMSS 10 SDWV13400 Strang Doi SOWV SOLE TO HfM Screw 11 STN22 Oijitocor Actioarrits Heat -Haas Washer Fit 91 5363-R3 5_qll Product Model. Number or Name Product DeNrIption AS IS AS I M. AS 1030 1$ ga Truss Platy.:, 2 AS 20HS 20 ga. High Slitiong1h Truss Plate 3 A4-20 20 ga Truss Plate 4 ASHP Horl Pilate Connector FILM 579-R4 Sea l be Product filipcfet, lium rorNairriet Product Dewription I FT lip Ajiliesivi, .Anchor fix to­ciete 2 CA�_, QL)P, CUPIM-W, CUPP-75, '. UMvil-Iii CUPS, ,W W. (JW 75, OVV IDO, Q I H Clrs-actuated torternars and sssembhes :3 Pi PUPA-K, PDPA-MG PDPA7 Pr)PA7 K PINW, P14'A"P, PINVVP W, PDPAWL, Powder -actuated fasteners threaded studs, and asseffin, PDPNV&-Nlr,, PSVI.3, PSVL3-K, PCLOPA, PCCL[1PA PTpf PTRHA4 4 SET- JG Adhesive Anchor for concrete Simpson Strong -Tie 2020 FBC , Approved Products �x dill Vilis to or SST opqfoviolti 1;k^ L. Floirfato LAole*p.le ­,tjc, ilt eniw,� Vat. W4eCounlyNcuce orAcceotarice �NUAI LJJ Stortiong.r3oft 2 Wteltige Anchor for concrete arvaiable in carbon r"el and Types 304 and 318 stainless rifitol I r, r I I Tvi-4. Ti io -13 HE If IT) C,; "R fr. 17 q,3ii Titen HID Heavy Duty Screw Anchor for concrete and masonry avabblevvii hex head In cartior Wool and Titli 304 and 3,16 stainifts steol of with countersunk mead in cacti sleet and If 11316 90111 letlis steel [TI,-1'1rl,1,'"-:74('. Ti lr,=C£34pli Titers Hn Threaded RcdrZ-,uupUl, for rcr,c,oty fi' fifth tl:) "Ievideu, xi I idw, el l (I 6WK I Hr 3I`212RH, noloort HD Threaded Rod Haviiier for ouncioll TI I , :-I 1tTL1tQfr1 fliilR� S aW FirpOuctfilklicle; 1JIptX, N ni 1 AT XP FT -HP `;FT XF 4 Sirorrg-Plot 2 (ST&`j T,tero 7 A iW 2� , mr, H�. (Frrli THD.H65S, rHD-CS651,) 7 Ittottlit'ruilrou fTW) L#;{j A FrodUGtNTQlist limberorNal" OU :1 XLQT141`11:1',;,ii XJ'�11421224­2K 14:l,t224 XVQI 1491224 2K Al Fl, r 4 LSFC225, L.':,FCA 6, 1 ISFC6.25, Si 25 SFC4 25, SK6 25 lr 1 L'SC4 "o5l ZEr SSC2 215, ottcK,f 2jr SSCV 25 rvi 2b, 0i 25 MEFCot N';S17425KW, PASSCII5 25KVV rilfX.-An li, R-KW(t, S 7 3Za4 11, 1,;.C845 5, 80W7 5, W,849 5, SC 5411 75. MISC Ii 1, i FA7 5167, S",- -61, 15 Sc SA2 t­ 1 :1 NIS O.'t, X7,il",10t8 Xt,411310116-4K. X01SI214 Xii 4 ' fX 7 311 224 0 A R 4. XQII46I224-2,5K X0112S1224, X'ar1'lri1• "4 2K, Xr,.,ClfiW Product Description /,,j qtr. $A­wjfil 11-rr nt'r _rO- Ito, .-If :=r,isv for fr Afw%rirl, .ii : XP. i t;vio Ai- c., i L­v ­,J V Assist, Pfiddii Ll,viflufaii, Review N'-� ilific-I . I camiOeted Plans Rev, compliance 'Nqh'the 202q F`Blkily�- �0 b,pebra M Morchun-Head Metal Self-Droi rill I -0:t- "V •'/Lf Doll I loirt and Woodrum Didarrailair Hex #12-24 Strong -Drive X Meal Solf-OrdWrig, Tapping Screws willi Ofill Point #10-18 btrong-Dri XU Metal Self -Drilling, Tapping Screws witi #1 Drill Point Product Description Bypass Framing DrStrut Connector Bypass Framing Fittiaid-Clip, Connectror liti 16 are #12-14 Mrong firvr FPI rarrog-to-OFS, Self. [InArl Tappmg Scte%-^ SIr,ol Prannilnig Coiricertn, 1;fVVI Stud Conflactnis Hitriri Raiff Wall Convol Ryl­,is Fraf : i.,) `T11i Bypass 1, rat" Iij (-c;r nei Head- rf•Vvuii :it .l -Clip Connector Steel Allow, ccruryvilois, Bypass Frarming, $Jdfoi Strurt Conrint-aar #14-14 XI-SH Shoulithistoold SeV Drilling. Tapping acley's iii 412-14 and *12-24 Strong- Do mor. X Metalsell-Drilling, Tapping Scrrlow�_ March 6. 2023 U-,I > 2 CU 0_ 0 Q.) C) (1) T C) M C-) M 0O > CD 4 OL M 0- Cf) <1C Z Z W J Apse. Fell NotiI fever: s umm , N70 U) si�� ilm Col. U) (Z let, 4K"' HFE7 Ni.,, [ Or `)A 123� MIAMM WAM-DADECOMM' FRODUCTCONMOL SIECTFON 11205 SW 26 Sw* Rom _20 DEPARTMNTOF REGULATORYANDECONOAUC RESOVILCES(RER) M­ FloWn 33175-2474 BOARD AND CODE AD20391STRATIONDIVISION 7(700315-2500 F(7a)315-2W NOTICE OF ACCEPTANCE (NOA) PGT Industries, Inc. 1070 Technology Drh-t. North Venice. FL 34275 S C OPE: This NOA n beingissued under dye spok-ablerulesand regulations goveaung the use of coustsuctwumaktials. The doettrrieaamtion submitted Lm been reviewed and accepted'by Miami -Dade County RER -hoduct Control Section to beand ion MmDace Couary and othei areas ate re alloy edbyflue AuthmtyHa* J*isdkt1Qn (Aim). This NOA shall not be valid aft" the expu3tLon date stated below. The NLami-badeC'ount,PtodtxtControl cion (In NQ= Dade County) and/orthe ALU (in arras other than.Miam Dade C ounry) reserve the right to have this product or maerial teued fix quality asnance puipmes. if this product oinuitefWfails loperform in the ac,cepted manna. the manishicturer will inczar the expense of such testing and the AlU ma - or nupend the use of such product or amletial within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Nfiami-Dade Counr y Pr oduc t Control Sec tion that this prodw t or numial fails to sn"t the requirement& of the applicable building code This product is appeoved as describedhesew and has been designed to comply with the Flotula Building C ode. including the High Velocity Hurricane Zone. DEK RIPTION: Series -557012M" V*1 Sliding Gla ss Door (Reinforced) w.*o 901 & 13.0 corner-,LAII. AMOVAL DOC11, 1ENT: Dra%=j No. MD-55WO Rev B utled ­Vtnyl Shdm r Glass Door NOA slien I through "I of 2 1. prepared by manafacturer. dated 10 05v'l 5 and last revised ou 0 10 1 r 11. signed and sealed by A. Ly=.NfiUff. PI.. beating the Miami -Dade County Ptoduct Control Re,*uwn suttup with the Notice of Acceptance nualm and expu*ion da* by the Nfiami-Dade Co nty Pro doc t Control Section. XIISSILE LW ACT RATLNG: Larg* and SmoU Afissille, Impact Resistant T -1mi a does: 1. See table I (sheet2) and table 2 (sbeet f) f"appheable SOD unit sizes. des* pressures, reinfamements t) Pes. glass types., sill. riser (we tables B- I & B-2. sheets 7-8) and anchor layout sheets requiremmu in 11 tbsu 16. 2. Rigid White PVC. Tan (Von -white) Rigid PNCaud Broum coated (Painted or Intmanted) white Rigid PVC to be labeled per referenced NOA's requirements. 3. Egress operable doors, must coamplywith nim clear width or heqbt per FBC* fecluu-enient, as applicable 4. Pocket w alls under separwe aMoval to be reviewed by Budding octal LABELE'iG: Eachunit *4 bear a permanent label with tbermann&cturer's nam or logo. city. state and series. slid following statement: "Mumi-Dade County Product Comical Approved", noved herein. RENEWAL of this NOA shall be considered after a reuemalapplic-3tioa has been filed ad Them has beemno change in the applicable building code negatively affectmg the per-forrusuce 0 f thl,, p rodilct TERNMATION ofthis NOAwill occur after the expiration date or if there ha °, been a revis: -a or change in the materials. use, andlormamafatctumofdre pmduct or process.Misuse ofthis NOA as an ends men-*ur ofany product, for sales. after icing or any o&erpuqme4," awonwk allyierininalethis. NOA. Failure to comply with any section of this NOA " be c suw for terminsrt on. andremoAval ofMk .ADVERUSEMIE-ST: The NOAnumbeir precededby the words'\fiatni-Dade Cocidy. Florida. and fpllowed by the -expirationdake any be displayedin advertising literature. If any poitiou of the NOA is displayed, then it shall be done in its entirety, LN SPEC T10' N: A copy o f dii!i etifiieNOA shelf be protided to the userby1he max dactuser, or ib diwftion. and &Mn be available tbr inspection sat 11isjob sift at ihe re*uw of the Building 0 fficW. This NOA revisti & renvnm N'OA 0.10-0419.016 and emitts of this page I awl evidence pages E- 1. E-" . E- E -4. E-5 & E-6 as well as approval document mentioned abme. The submited documenstion was reviewed by Ishaq L C liar uda. P 1. YOA No. 21-0:0F.W EspirationDaw April 14,!0!6 M.)-. Approval DArAtALarch MM .1 PAR* I PGT Industries. Inc. Ff, T J?t,ji� it 1?,, NOTICE OF ACCEPI XNCE EIMENCE SURIUTTED PGT Industries. Inc.. N10TWE OY.A(A( EPTANCE:EVIDENCL S118MITTYD NOTICE Of AC C EprA-XC-]E: EN'11DL_NCL SUBXlH TED 1. EN-idence submitted under preiiou N'0A A. DRANMGS B. TESTS (continued) 1. Manufacturer's die drawingsand iections. 5. Test repcirt on 1) Ai Infiltration Test. per FBC. TAS 202-94 (Submitted raiderAVA.Ve. 11-6 IV �04) -1) Unifonn Static Air Pressure Test, per FBC. TAS 202-94 L 1,1.-1T E RIAL ERTIH( AlIONN 2. Drawing No, M-D-5570.0. titled ArakA Sliding Glass, Door NOA (LMY'. sheets 1 3) Water, Resistance Test. per FBC TAS 202-94. _ N . 6 Luis old. i'brtheiT through 21 of21. prepmedby rinnufacturer, dated 10,0545., with revision A dated 4) Large Missile Impact Test per FBC. TAS 201-94 04, 05 17, signed and se.*d by,, - Lywi Mover - P.E.. 5) Cyclic Wind Pres-stire Loadingper FBC TAS 203 94 6) TAS 02- ;."t (J n'.e ,AA-021).98 1� 1­ 1 Iston ExtruslonI.ai11,tof IheurB TESTS along with mxked-W and installation diagram of virryl "itw_ glass door, prep, �.­d dcawmgs 10001 Ian Z02 in lizh rtt Shadt­.: (Non- V% litte) Rigid PVC f xterior 1'. Xtru-,low; for I. Test report on 1) Urilfonii Staft Au- Prei,sure Test- per FBC TAS 202-94 by Fenestration Testing Lab, Inc., Test Report No, iTL 8549. dated 110615, signed anc: 2" La 1&%de Luipact Test FBC. TAS 1101 -94 Sealed by Idahni; Ortega. P. E. (Test reporl fevised on I ", 0415 and 021, 11 16') 3- Not ice of Accelpt ance No. 15-05-18,15 tisited ;o Vision Eximsion 1-]ivied for their 3),Cychc Wind 1resswe Loadingper FBC, TAS 203-94 6. Test relycm on I j Air Infiltration Test. M FBC. TAS 202-04 C. oated lPainted or Laminated) NN-hite Rid-d PVC Exterior Extrusions for along witb timiced-up drawings and installation diagram of trinyl sliding glass door prepared 1Jiufonii Static Air Presstre Test. per FBC. TAS 202-94 i _� ij d o) a rid Dow d i ted t^�S I , 1,e%inmig on by Fenestration Testing Lab. hic. T'ST Report No FTL 8717. dated 12,1071 55, signed am 3) Water Resistance Test. per FBC. TAS 202-94. . -1. - ( I F � a N-, li -6 1,tQ I,-,ued !,o L-' I r, %Orl S011111ons US ) �� - �% -, 1. sealed by ldilwis� Oftegi. P E. Je< reljort revised on 02-15,16 Ind 012,141,16) 4) Large Missile Inkwct Test per FBC, TA S 201-94 •:1, fc,� !.11,:: TAN 3040 and 1-wriltel shadlr�l NNItift's RZiLyid PV( Extelior Test report on 1).Az laftra, tio-, Tesa, per FBC. TAS 202-94 5) Cyclic Wind Pressm Loadingper FBC, TAS 203-94 f %1� �1 `Aq ­md IY-1 2) Uniform Sta6 Air Prmiue Test, per FB,C', TAS 20" -94 alone with marked -up drawings and installation diagram of vinyl sliding glass dow, prep,-irtd 3) Water Resista; ice Test, per FBC. TAS 202-94. tiv Fenestration Terii2g Lab. Inc.. Test Report No. rrL 85,52. dated 1-10415. signed an lilc. fum lheu Bi uiu-4.` 4-md Lighter Shall of ap oated Rigid PY( Extolor 4) Large Missile- Impact Test pef FBC. TAS 201-94, sealed bv 10;3lims Orzega. P. E. fTest report revised on 021 1;, [`.ov �vion fr$r Wbidrm­� and Dca-r;� Jliiel r.,-P I ,-A or., 041 16 ''.0 5,) CycLc Wmd i­e�,Ilre Loaduagper FBC � TAS 203-94 _)log 7. Test report on 1) V-i&onu Static Air Pressuic Test. pet- FBC-. TA.S 202-94 6) Forced Entry *,'est, per FBC iks lo 2) Large Missile Impact. Test per FBC, TAS 201-94 Ki�pd P\'(- L,Ociii)j L%1,111�iaus fol Wiliitkm and 1.)ouli dared along xvith masked -up drawings and installation d iagram of vinyl sliding glas;s door. prepared Cyclic Wind Pressure Loading per FBC. TAS '103-94 0,113 1 17 2 8 116 by Fenestration Testing Lab, Inc.. T.-st Report No. FTL 8546, dated 11 °0611 5. signed and ilong with rnafked-up iirawtags and mstaflation diagram of vznvI slid* gbss door, prepl%:t�', k"Iff, 21�Ali. 535 753 54)9. per AS 'a IF-84- 7 "Test i s k� j J�2, sealed by Idalmis Ortega, P_ E. (Tes, report revised on 0 1 iO4,4 6 and 02, 11,20 16) b,; F�nesmntlon Teiting Lab. Inc.. Test Repoit No. FTL 6638 (;amples A-1 thru A-�22). d oo.! 1!ssuvol L'X0VA to ��iston Extrus ton for cellulosv. Test report on I)Ak Infiltratioi Test, -94 � per FBC. TAS 202 -aled I y J, 11 19 !O� squied ind irge A Cluso, P E 6'tibiniffed tarderN0.4,yo. 11- C XY�Vrf? 110 "OftV 2) Unifoini Stati( Air Pressitre TestT per FBC. TAS _V2-94 010".04) undelN().4. a ]JI-010, 3) Water Resistai ice Test. per FBC, TAS 2021,04 8 Test report on 1) Air Infiltration Te.&t. M FEC. TAS 202-94 0 NIT ol 1,ce LA cK eptance No 1.4-1 )�l : I � �j 4) Large, Missile Impact Test per FBC. TAS 201-94 2) Uniform Static Air Pressine Test, per ,FBC. TAS 202-94 �,vn u 0.10.111 and INIIO,r , Ill k-1 law ti,l r­. 1.! _t 5) Cxhc Wind I ressure Loading per FBC. TAS 203-94 3) Water Resistance Test, pet, FBC, TAS 2 0 2 -94 -11 _.:jt'd t(r hlc 6) Forced Evitn`-est per FBC. TAS 20-2-P4 4) Large Ntbsde Impact Test per FBC, TAS 201-94 It"Il, c ii-:11 14,1 (:,Joi I'\ E; llftf-rlwi 01', t7,*.J.."i.1,' 4 along wilhma*td-up drawings and, tn.;udlarlon diagrani of vinyl sliduia glass door. prevzed a, 5) Cyclic Wind Pressure Loadtagper FBC:. TAS 203-07-AT "by Fenestration. Testing Lab, Inc., T,.it Report No. FTL 8547, dated 12:0415, signed and 61 fo'rced Ents, Te sr. per FBC 'TAS 1, 102-94 T A TE'-%ff,,, NT S sealed b,,� Idabuis Ortega. P - E. (Tes, report revised on 0211516) along with marked -up diaAN- ing,, and uisla Hatton d ii giani of vui,.� I �Iidmg glass door. prepa: F B( -till, F dinoll 4 Test report on 1) Air Infiltratioi Test. per FBC. TAS, 2a2-94 by Fenestration Testing Lab. Inc_ Test Report No FTL 6337 (samples, A-1 111m A-5). dat-.,! 2) LTnlfonii Statli Air Pressure Test, per FBC. TAS 20-2-94 121,0610. signed md ei led tly purge A. Cauw. P. E 4"Submilied ijuder.VOANO. IT 3.j A'ater Resisti, ice Test, per FBC. TAS 202-94 010'.09) 7 4) Large Missile impact Test pef FBC. TAS 101-94 31 the lusts. 5) Cychc Wind I rmwe Loading per FBC, TAS 203 -94 C'. C*.UCULATIONS 4. R17: R T !'4-bam '," 8 daTed 0.1, 5,17.sigmed by Ishaq C Ia. P.E. 2-9 6) Forced Ealiy7est, per FBC, 1AS '104 I Anchor verification calculalims and structural analysis. conTkying with FBG 014, 1 along %N ith marked -up drawings and installation diagram of vindsliding glass door, prepared A prepared by PGT. dated 11094 5and last re%ised on 02J 1 5� 16. signed and sealed by 0,"T, o.,aHIER by Fenestration Testing Lab- Inc.T,st Report No, FTL 9548. ted 1110445, signed and Anthony LINUei, P E (Subinitled urider.Y0.4 ,Vo. 15_1210.M. ,;Iealed by Idalmis Ortega. P.E. (Tes,: report revised on 0 1, 04 16 and 02 1 I'l 6) Glazing complies ASTIvIE- 1300-09. o Ithaq L CbAndx, P1, 1:haq 1. Chanda. 1. "r, I ("han4i, PT Product ( outrol Unit $AuperHaor Produt t Control Unit Sup#rvi:*t I. '",I 1':l N 0. k N 0, , I - 0 F, 0.4 NOA;No, 21-020;.(; Exor3domMaw AV6114.20!6 Expir2donDsm April 14,22f,26 AprilI4.2.0-26 .AWeval Dares March '.011 AW*rslDxt*; I Dnze., E -1 E FGThulustrimlac. CGI Windows and Doors, Inc. PGT Industries. Inc. -\'OTICEOFAC('EPT-ANC'E:EA'IDENCESUBMffTED NOTIC E OF A( CE PT.kN ("'E.: EVIDENCE St. BAUTTED N. QTK E OFACCEPTkNCE: EVIRENCE SL]QJjMD 2. Evidence Submitted under previous submittal E. 1L4TER1-kL C-ERTWICATIONS,(cotitinue) 3. New Evideuc* Submitted 5. Quttaex Pati $,ur),er Spacer Stand.ird conip4ing with ASTMC518 TbKmal Conductivity 4,, DRAM.NGS 0.881 BTU-m. hr. -ft-`F- AST.Nl F 1249 W%rTR-Pais. ASIM D3985 Cbm, gem -Pass, ASIM E A I. DrawingNo. MD-557 0.0 Rev B. titled, VijkylShding Glass Door NOA (LNf)*". Sheets .2 190 I.G Di irability-No F og-Pass. �Subm itted n n der prei iou s A"OAX0. 1544#9 05) 1 Drawing No. MD-5570.0 Rev B. titled -Vinyl Sliding Glass DoorNOA (LNU-. sheets I through 21 of _2 1. prepared by nuinufacturer. dated I 0,,D511 5 and last revised on ibrough 21 of 11. prepared by manufacnm, dated 10�05; 15 and last rmised on 02,101,2 11 04,'22/20, signed and sealed by A. L%mn IMMer. P.E. 6. Quanex Part Durama cornplyiri�: with ASTNI ('518 Tbenwl Conductiv-d-y"".22 BTU­ia:' signed and sealed by A.. L mmet, Lynn �wbility-'No VTT�.A�_I_Nf D 1434 Anzon Pemzance:Pass. ASTNI ENore "nus reviston consists, replacement ofsame existing installation scwwwith flat head- B. TESTS 218.9 I.G. Fog, ".� I�TNI E A0 Deo,- P:ouit beveio wat -20oF in 48 his.. P1 1. Test reports on. 1) Air InfiltrAtiou Test, per FBC. TAS 202-94 (Subm Extrusrr .B. TESTS )UniformStaticAirPressum Test. Loading per FBC. TAS 202-94 7- Vision on& Ltd- Puts conptytag with PVC -AA., 303 -13, Volualan Specification L 'None 3) Water Resistance Test. per FBC. TAS _V2 -94 for Rigid Polv%inyt Chloride (PV C-) Exterior Profiles for VL%ou F-mrasions. Lt J. ATEX - I by 4) Large Mssile InVact Test per FBC. TAS 201-94 AANLA Fenestration Exterior Pro- �`de Certification Progratu. (Submitted under :VOA V*. 15. C C.kL('j7LAT10.NS 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 0409. 05) 1 along with marked -tip drawings and installation diagram ofaU PGT Industries. Inc S. Vision Extrusions., Ltd. Parts complymi with PNrC­AAX-k 303-13. L None representative units listed below and tested to qualipIr Dowsil 791 and Dowsil 983 sahcones. ISrtbntived antler .V0.4A*o. 15-0,="09.05) prepared by FeneshVion Testing Laboratory, Inc_ Test Reports No. 9 PVC-AANLA 303-13. Voltzataryf pecification for Rigid Pok yviqyl Chloride (PN*CF ,� _xtenoD. QT�ALUYASSUILkNCEr 1. Nliaini-Dade Departnient of Regulatozy and Economic Rem (RER). FrL-7397, PGT PW5520 PVC Fixed Window (unit 6 in proposal). dated 09103114 Profiles for Vision Extrusions. Ltd.-VEX-1 by AAMA Fenestration Exterior Profile FrL-20-2107.1, PGT SGD780 AAzuin= Sliding Glass Door (unit 7 in propml) Fn-2o- Certification Program 2107.1, PGT CA740 Ali= Outsviing Casement Window (unit 8 in proposal) FTL-20- 10. Notice of Acceptance No, 18-121-14 isSited to Energi Feurstrition $,i-allitton- USA, Inc. for E. NL4,TY.RLAL C'ERTIFICATIONS 210,73, PGT PW7620A.khminum. Fixed Window (unit 9 in proposal) and FTL-20-2107.4. their -Tan 3040 & light shade wou-white) NA Ate Rigid PA'( Es term] Extrusions for 1. Notice of Acceptance No 19-0305.02 t5sik-d roKuraray.kmeiica. Inc. for their PGT PW7620A Aluminumfled Window (unit 10 in proposal) dated 07 1 13 20. all signed Windows and Doors *. expiring of 02�04,21. "Trosifolt Ulm icleaj, Cteam, and C olor PN'B GLass Interlavei ...... expiring on 07,°t�:, pssisu tic qed and sealed by Idaln* Ortega. PT_ 11. Notice of Acceptance No. 18-0122.02 issued to Eneqzt Fenestration Solution USA., ,Inc,) nc, for Notice of Acceptance No. 17-0808.02 issued to Ktiraray America, Inc. for their �ittuak lRej%p. Ia and their seviess - 111kite Rigid PVC E,, reflm or Eiusions for Windows and Doors", exp�ing on "Seutti-Glast, (Cleat- and Whitt) Glass InteHavers". expiring on 0704,23_ compt C. CALCULATIONS 0212V23. 3 Notice of Acceptance No. 18-1106.10 issued to Vision Extrusions Limited for their ­Br6wu .e 'aWh 1. Anchor verification cakullatious and stnxtun.1 amalysii. couVt4ng with FBC IF* Ll Notice of Acceptance No 20-0.10.,.03 Issued to Enerei Feueiiiration. Solittion. USA. IncI, for Coared (Painted or Laminated) White Mod PN'C Exterior Ertrusions for Windot 1 to e T Edition (2020). dated 0422 270, prepared by mmufactmet, signed xid sealed by their "Bronze & Not shade c.-p coated White Rigid PN'( firertor, Ein-usions for- and Doors". expirlug oil 09`30,24, Anthonyl.ymn.Nftller, P.E. WtndowsaildDoors-, expiring o­04/16,255. 4 Notice of AcceptanceNo 18-1106. 11 issue to Vision Extrusions Linuted for their seri, 2.Gkizing compliec. with ASTNM1300-04.49, -12 and -16. "A-E 1000 Tan 202 and lighter shades (Nou-White) Rigid Cellukor PVC Exterior- Y. STATE'.N EEN T S Eunsiow us for Windos and Doors-. expiring on 12'292 1. D. QVIAMYASSILTRANCI Miami -Dade of Regulatory and Economic OUER), 1. Statement letter of conformance to FBC. 716 Edition (2020) dated 04.22:20. issued by Department Resources, manufacairef signed and sealed by Anthony Lynn NIMer, P.E. F. STATEMENTS TERLAL C ERTMCATIONNS E. L- I Sutenk-n letter of no financial iiterest and of independent. issued by manufacturer. dated 1 Statement letter of codom-mce to FBC "-1 Edidon (2020). dated 02,0121. issiwii I-k 1. Notice of Acceptance No. 19430-4.02 isoM toKtu°arav America. Inc. forthei 04/18020, signed and sealed by.k- Away Lynu".Nfiller. P.E. mamiftcturer. signed and sealed by.Amthony Lynn Nlffiff. P.E. `rrosffolt "n2elear, Clear. and Color PN-B Glass Interb)ers7'. aty=g on 3. Private Labeling Agreea=t do.,!iwent teTwetn PGT. dated 031015 and signed by all 2 Private Labeling Agreement dated 01%.21 between PGT Industries. Inc. and .0 07 08"'24. itrwhred parties. Window,, and Doon, I ac , signed by Dean M. RuarL P.E.. V P. Eavineffing. on b&12 i 2. Notice of AcceptanceNo. 17-00&02 issued toKuraray America. Inc. fortheir both companies. "Senul'Glast (Clear and White) Glass Interlayen". elepilitlg on OT04,23. G. OTHERS 3. Notice of Acceptance No. 18-1106.10 issued to 'Vision Extrusions Limited for their L This NOA re-visesNOA ;; 1 "-04!0.06 PVTw,`(7GI)and updates to FBC21020 (71*Edition), G. OTHERS -Brown Coated (Painted or Laminated) White Rigid PVC Exterior Evrusions expiring 0+1,121. 1 This NOA revises & renewsNNO.0 20-0429.05 (PLA w!CGI). eViring 04114!26. for W]lndows and Doors", expiring on 09-30,,24. 1 RER Test pfopos0 ,'19-1155 dated (1,11020 approved by Is haq I Chanda PE.expiring 2. The cuirrent isstxI ated PLA G1 fde;;21-0205.01 expiring 04�, 14,�26 4. Notice of Acceptance No. 18-1106.11 issued to k7ision Extrusions Limited for their04 14 -4 Il- 1. serves wolf 11000 Tan 202 and lighter smiles (Nou-Nllite) Rigid Cellubr PVC P1 0) Exterior ExtTusions for Windows and Doors". cqmnng on 12,29/11 A ldwq L Chanda, P1. I%bxq 1. C hxudx. P.E. hh,uj 1. Cliands, PZ Pioduct C outt A:J Unit Snv#ni!or Pmelact Control Unk Su"rriw Product Control Unit 'aup#ri-itor NOA1,14.21-OUS.0.1 N"OA7NO, 21-0204.,03 NOA No. 21-0206-0.4 Expir.3tionDate; April 14.202.6 Eipit Litton Da,o#.- April 14. !0:6 Expiration Date: _1prH14,12026 ApPrIOIL,11 D3 it: Barest :F. .20.'l ApproyalD2te: Match !f,!02 .1 E E -6 E 4 > 0 0L 0 CL a) Cn -cu En C G 0 0 cl q ICU 0 -0 U- 0 CCS 0 > (n a) C: z z W J • • SHEET NO. PA 1.4 March 6. 2023 M I A M MM=eOME I MIAMI-I)ADE COUNITY PRODUCT C'ONTROL., SECTION DEPARTMENT OF RECULATORYAND ECONOMIC RESOURCES (RER) 11805 SW 16 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Mianit, Hurida 33175-2474 1- (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE LNOA) W._Ww_mimunidade.yov/economy Cast -Crete USA, LLC 6324 County Road 579 Seffner, Florida 33584 SCOPE: This NOA is being issued under the applicable rules and regulations govcniing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AI-IJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (in Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the A14J may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or materiai fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete ) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT. Drawing No, FD4612, titled "'Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E. on January 22, 2019, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manulacturcr's name or logo and the Miami-Dadc County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for lermination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. la: any portion of the NOA is displayed. then it shall be done in its entirely. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. 771is NOA revises NOA # 19-0130.14 and consists of this page 1. evidence submitted pages E- 1, E-2, E-3, E-4 and E-5 as well as approval document mentioned above. The submitted documentation was reviewed by HeIrny A. Mahar, P.E., M.S. NOA No. 20-0630.15 Expiration Date: 0911 It2073 Approval Date: 08/20/2020 Page I Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 4 18-0424.04 A. DRAWINGS 1. None. R. TESTS 1. None. C. CALCULATIONS 1. None, D. QUALITY ASSURANCE 1. ByNliami- Dade County Department ofRegulatory and Econornic Resources (RER;. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued ky Ca.sl- Crete USA, Inc., dated 081081117, signed & sealed b.1, Craig Parrino, P. E. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 4 19-0130.14 A. DRAWINGS I. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details ", sheen I 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Draiving,,Vo. LT4612, filled "(,asl-Crete 4 ", 6,11 & 12" Lintel Safe Load Tables ", sheets I through 3 q1*3, prepared by Craig Parrino, A E., dated March 24, 2003, last revision dated June 12, 2014, all signed anti sealed by Craig Parrino, P. E, on January 22, 2019. B. TESTS i. None. C. CALCULATIONS 1. Alone. D. QUALITY ASSURANCE 1. Bvkfiaini-Dade County Department of Regulatory and Econwnic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Article qj'Conversionfiir a name change. 4 1 7 nq A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date.- 09/11/2023 Approval Date: 08/20/2020 E - 4 Cast -Crete USA, LLC NOTICE OF ACCEPTAN( E: EVIDENCESUBMITTE'D 1. EVIDENCE SUBMITTED UNDEI,, PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Pry cast and Prestressed Lintel Details", sheet I of]. prepared by Craig Parrino, P. E, dated Alarch 24, 2003 and Dralwing No. LT4612, titled "Cast-Crele 4 ", 6" & 12 - Lintel �qfe Load Tables ", sheets / through 3 qf 3. prepared by Craig Parrino, P. E,, dated kldrc'�, 24, 2003, last revision 41 dated April 28, 2003 both drawings signed and sealed b,y ( rail; fear A E. B. TESTS 1. Test report onflexural testing on4 ", 0 ct, 12 " Prc,4 List Concrele Lintels billed and Unfilled Niodels, 1014d ql'(13) cw,creie per ASIM E-529-94. lorelwred byAppfied.Research Laboralorit s,, Re1wri,Vo, 3040-L4, dated 0-1/10/03,signed and Willed by (Iliristopherlt Ramon P.E. C. CALCULATIONS 1. Cedcldutlom, fiw [1111� /.V, elated 05/29,10, 207pages, prepared IPY Cniig P k'_ A i,t;flt'd WRISC41100t'ClWig AloW10, 1'. 1"' z Calculations for Cast -Crete Lhm 15, dated 051.19V3, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 0. MATEICIAL CERTIFICATION: 1. Qualiilv.�ysietn Moiniol.A)r Utisi f'rcte ,Vachine Hijde Preca.s/ Litilels ri'v6edon Mall 1. 2002. 2. Cast -Crete QualityVsreni Manna ,,zlfear Prestressed Products doled 2002. 2. EVIDENCE SUBMITTED UNDEV PREVIOUS APPROVAL 0 08-0320.09 A. DRAWINGS L Drawing No. FD4612, titled 7,ecasf and Prestressed Lintel Details", sheet I of 1. prepared by Craig Parrino. P.E. slated March 24. 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lipael,',q/e Load Tables" sheets I through 3 r!1_3, prepared by, Craig Parrino, RE, elated March ?4, 2003, last revision datedMarch 1/, 2008. B. TESTS 1. None. C. ( I . 1AL(.,'UiLATIONS 1. Norte, D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Comphimce (Vice, E. MATERIAL CERTIFICATIONS 1. Norte. Win.), A. Makar, E.—M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date- 09/1112023 Approval Date: 08/20/2020 Cast -Crete USA, LLC NOTICE OFA FIITAN('F: EV[DFNCF SUBMITTED 9. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. 13. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE L 4v Miami -Dade County Departme, it of Regulatory and Economic Resource.s (RER). E. MATERIAL CERTIFICA,r IONS 1. Volle. F. OTHER 1, Compliance Letter with the Fl!wida Building Code, 2017 Edition, issued b ' ir Cast - Crete 0,54 Inc., dated 081081'.'7, signed & sealed by, Craig Purrino, P/,* 2. ( 'onipliance Letter will? the FI)rida Building Code, 2020 Edition, issued by Cast - Crete ( ISA, Inc'„ dated 06/1 l/. 0. s igned & scaled b1V Craig Parrino, P, E. llelrnyA.Makar,P.E.,M.S. Product Control Section Supervisor NOA No. 20-0030.15 Expiration Datc: 09/11/2023 Approval Date: 08/20/2020 Cast -Crete USA, LLC NOTICE, OF ACCEPTANCE: EVIDENCE SUBMITTED M.)TH"IF, OF,ACCEPTAN( E: EVIDENt, 1_51'H1111ED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL ti 12-0209.12 111 1N F 1VIFIATI) \W, 1,. APR I'� 10� ,WPRON e\l, -r7, 111-01M3.03 A. DRAWINCS I Oraviiii No N ec c i r i nd Pre s iress ed L in te I M! I a i Is sheet I oj' 1, prepared by Craig Parrino, P, 1, ' ' dated �tfarch 24, 2003 and Drawing No. 1.I 4612, lided "Ce ­1 4 6 & 12" -isf Ci LT4612, filled Cast-Cr ere 4 ", 6 " & 12 " Lintel Safe Load Tables", sheets I Jr �171e 21 �,h �,iti I'dNes ", sheees I 1hrozqh 3 ol 3, revision daled 06,112,`14, all through 3 ql'3, prepared by Crtiig Parrino, P. E, dated March 24, 2003, last J:l� Cpai, o g 1;cd ami st°aled h.,V Craig Parrino, P on 4, revision dated March 1/, 2008, all signed and sealed by Craig Parrino, R.E., on March 22, 2012. It. TF 'S"I's B. TESTS 1. None. C. OLVIAONS 14.21011hroughl-1.236, C. CALCULATIONS Ph 1. None. 1). QUALITA, ASSIIZANCL', D. QUALITY ASSURANCE li'conennic 1. By Miami -Dade County Department of Permitling. Environment, and Regulatory Affairs. E NIA"TERIAL ("ERTIFIC'A"I'lONS E. MATERIAL ("E.RTIFICATIONS L None. 1' 0I M R F. OTHER J1. I ctit r !,rfhN "Jr l C),c1c t w;4, 11"cdaied 06,1`19,12(1)14, sil�llrted and sealed by raid, Letur Irom Cost -Crete orporation, dated I•' bruary 03, 2012, v;Kned and sealed Petrelpil1, i CCI$ -I I 141bIg co I nphawcc : ith 0ie N r wit i, � I-,' i(i I, Ic, 20 1 I'di by (.'raig llarrinoP. L., certilYing coinplion(e wah the Norida Building Code, 2010 Edition. t,. to 10i'M 1' 1.11 BNH I i Fl) t N W1,14 PRI,"A IOUSAPPROVAL 9 17-0821.18 1) RA b*s I N C S 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. I ESIS it. TESTS C. 4 Oi.Ct I -A I 10NS C. CALCULATIONS D. QUALITY ASSURANCE ",IATEIII ILLJ, �L' KTI FK ATI 0 N S 1, By Miami -Dade County Department of Regulatory and Economic Resources (RER). j E. MATERIAL CERTIFICATIONS F 0 l' Ill., 14 1, Alone' I Code,, 20171,1 chliM euledh.),, Craig.Purrino, P. elm A. Makar, P.E., M.S. I I el task A. N1 a L 1'. F, M. S. Pro ol Section Supervisor 001'01SVOi(M SflJA-1ViN0f' NOA No. 20-0630.15 NOA No. 20-0630.15 Expiralion Date: 09/11/2023 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 Approval Oate: 0&20b12020 E - 2 F - 3 ke4.0 n�-- 106 avvlk� TiTt" PkP- 2 qt lilt Bell JP 1160 , �k� k%%e plansDance 144 a T V00 for Oat% e Debra N%Ioe 01 B March 6, 2023 ✓� I I L 1 E C 0 I . r_ TILLIT TESTING & ENQIIt1EEpING COMPANY . _ _ . _. _ . - ..__ ..------ .� rilacco(g"uD1.4-� Y L:r6r1M P 67 '•I C . LN,, APN IAAM,Tr PRODUCT EVALUATION REPORT REPORT NO.: 20-072e.01 OA rE July 28. 2020 PRODUCT CATEGORY: Shi.rtters PRODUCT SUB -CATEGORY: Storm PaI PRODUCT NAME: 2u GAGi_ GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Products Li.G, 4800 S.'I& 51 StrfI+ir Davie, Florda3:+''14 1-PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by Walter A. Tiillt, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61G20-3. Method 10 of the Florida Department of Business and Professional Regulation This product is being Issued an Evaluation Report as described heroin, and has been verified for rompliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to vorify that tile prudicl is for ttic purpose intended at bast equivalent to that required by the Code. This Product Evaluation Report shall be :subject to review and revision In Case of a Building Code cf'an<lc: th:)t may affect Its limitations and conditions 2�EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT (P,E< Q; Drawing No. 20-176, fitted "20 GAGE GALVANIZED STEEL STORM PANEL", Sheets 1 thru 26 of 26 prepared by Titteco, Inc,: signed and sealed by Walter A. Tiilit, Jr., P E.; dated 07/28/2020. This drawing Is an integral part %Qpis Evaluation Report, ;�P�• IiR A;,T/Cfflr!%% �-`' ND: 44167 9 ..«. : R _ .._. 0 •. .�11 y F�rS� OPIt)� ryq."�`,, 63 ti3 N W. 3 Sd1 Street, Suitt 305,14tiBtni, Florida ?91 b6 - t'hoae: (3q5) 871-1530 - t aQ1'.PA Lti 3 I MODUC1E1'1 LU&1iCINFj1";jLB(,L1,U_i;?3u.tr1 2 2:,2, TEST REPORTS: Large missile 'mpacl aild tsitlilue load tests were performed under Protocols I Au 201. 203 as per section 1626 of the Florida Building Code. Uniform static loads as per TAS 202 Protocol, Test reports prepared by Hurricane Engineering AS, Testing, Inc., Reports # 96 569 dated 081C9!1996, #96-570 dated 0911811996, 096-T30 datod 09/200996, all three signed and seated by Hector M. Medina, P.L. Fenestration Testing Laboratory, inc. reports t! 2032 dvttrd 04,116i1998 and 02126 dated 10/05/1998 witnessed by Gilbert Diamond. P.E and ReportNo- 02% 01-09, dated March 4, 2009. signed and sealed by Edmundo Largaospada, P.E. and Henry Hattem, P.E. TensAlle test report No. 9CM-197 oy QC Metallurgical, inc., dated March 13, 2009, signed and sealed by Frank Grate. P.E 2-3- STRUCTURAL ENGINEERRRPANO CALCULA71Qi!LS: On 20 Gage Galvanized Steel Stone Panel for maximum panel lentillh vs. design wind load, as well as maximum anchor spacii vs: design wired load and panel length based on rational and comparative analysis. and In accordance with section 1616 of the Florida Building Code. Calculations prepared by Tilleco, Inc,, dated 11103JOB and 03112115, signed and seals d by Walter, A. Tillit, Jr., P E. 3. MISSILE IMPACT RESISTANCE,• Large missile Impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. 4 WIND LOADS RE$I$TAhICE: 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as Indicated on sheets 8, 10, 14. 15, 10, 10. 25 and 23 of 26 of Product Evaluation Dur ument (P E:D.), drawing No. 20.176. Maximum Anchr.)r bpacing shall be as indicated on stknots 8, I+, 10. !'I, 14, 15, 17, 18, 19, 20 25 and 26 of 213, of Product Evaluation Document (P.E.D.), drawing No. 20.176. 5, INVALLATiON, Installation shall be performed strictly In accordance with details indicated on sheets 3 thru 7, 10 thru 20, 23. 24 and 26 of 26. of Product Evaluation Document (P.E.D.), drawing No, 20.176. Minimum separation to glass shall be as indicated on sheets 8, 14, 16, 25 and 26 of 26. of Predict Evaluation Docaimeni (P.E.D.), drawing No. 20-176. I >........ 71, 0'E ,,, #�.•L\CENSF''.'F Mi r �'�- �`v--rt 107 r.' , i Q• STATE Gf I!Q $ Oi .. 't10Ai�t, 4I P`r'A,,SSrON A L F.d a T .-'-__ 63) INN LAU ,A1 P'ATA51'SININI •]R "Of(AST L(NA.Nt'i ,AM,I i'•ICC:, C. «GIx) 1W)AROS BE i07!1u ON 'nt mm -SI0191 1NAiu) COSTING, WALL MCNORS SKA11 RE LONG EA In, TO "LAC• 'IQ' `AAA, TIWJ('TURSUCH PANELS KNND SPANELS ' STORM ANAEL 3HOI0 ON r.as F ACCUC, t.k,, <N �,,f ,mENI r [ D ' HAS MIEN YL W1 , I '-A I AVM-,. • ., A,K:NDRAO[ SHALL 4E aMERTIONO IN 0 1) � IN It . • A;.CORDANC( MYTH THE =0 0" EDtT10N) or 7,4 FIOREYI BNiLEIRI SOUS. (C) TE,*=ASaW..iP,ttl_16..1,3&LC..:,.0311/Xi., I/I'r TAPCON ACCe0115, A5 vANALFACTURED BY .I W emoo we I CIES;-N F. WINK LAMAP-1W % ac 41T O[fN THE A4 PER SECTION 1a20 Cf' 111E ABF4 MEMgMEG CODE. - f14-70 1w'ELMATt F MKC 10 AND PANELMATE PLUS ANWORS AO AA^ .RACiUL*FL. V, I •, ,' 1N5TM)C,N)N PRODAI A^N w'N.T 5.tE0 4S RCOLMKO Bi TIE WNE7E THESE t4.LITICRS 9Ta1 lot IN'sTAil@ RNLI F TAT A (ANrr'1NTIAA M INOCR Itr'-045.1,15M ASCE Y-18 *0 WILL NDr EaEIO TM Y"TARN (AS0 p - e/,I"M uc0 50RC'4S PER N0.5. OCUA PAI:S`:iLAf kAT7,G5 A400CAIED AM SHEETS T TWRTF 12, 14, $5, 14, 19 4 2D. - E/WO , 5/S' EEOOb 4L'ISHM0. AS 015TRA9UITD NY AT Pawl SL:REA, BOLT k SPEUAI'1 tc IN' CIR'CCP TO .'ER1r. T.K Ai K OW090K OLIMMITE Ot W00 40" DDVOAMW Pry AS'Ct i'-t'0 C'rl M"AMNAM DW401'itG 'PADOTRADCAN IWO WOW 0( TAW,EN. MA:ffifNY SNNU BE I 1/)• uu. `e n,.- PAMLM411 PLUS SHALL. FA ,TRIP RT'AA:EO i0 ALSO OESIGN "NO tom axrwLyw toEltl BY 0.0 LM oRGER tTi ANO PANEIM.IL'1 r''EMAtE IO ' CCAd MK 114E:A': W/ MAr (-5;1) Or1AGN PRESSURE WINDS NOCAM LIEF SHMIS 7 CHOW 17. i., 15, $9, 19 A, all I "":) MM4MYM TNTR71OE0 PDE11L'171CN Or LAG SCREW, INTO INEW"WFRAME UW SN1A, 5i. - r'•RrAPrr, IN LINDEN 1G AWRY I- MA; -Lit% ON THIS IFC:0 AS ?1= MEMO MEET OWN SaRESSED, A SSi WCTiir.ASE W .A AiWAR.I PEANERLNWN Wto STUCCO 6NAL+ eE CoNstow AS PAR1 K THE woken n) THINEA"r, rlh( II•. I, STRESS roR NAND cf.43S WAu D&L USCG W fl4rJR ANALYSTS, rAvoilm SPACAC TO 06 HAS BEEN DETERMINED .11 MIN N,DS 7U'0 F.:; W MIAI EOOF DISTANCE Or LAG SCIRMS, INTO WOW S)W1 St AS R4OACATTD IN :16 DNA.•.. STORM PAMi AIMULAIAY .0-MIA, I VIO WON) MtIMAMCE NAS BEEN VERIFIED W ACCORDANCE IRA SECTION 1626 Of THE ABOVE MENTION" CODE AS PER NLWIIM:AK CWNEEPRK, k TE'S111o: PAC REPORTS 94-40. 94-S20 a 96-73C AND I- •I N.N.IAM rE11'lAA LP, "A AGD" 4:1A#W- 4N,LL BE NIS' 1/4• 0-2U SCRETIS USED 9vA, AN 0-1. 1,11415R6{TA3H, TESTING LAB PAL:., AEPO"'$ r2012 • II AS TRIOIIKOA5 TAS 201, HAS -ION AM TAS-201 `A+,tAC •.'IF1!'- [AIST Alit, 1• MANNa/M ,OR WN_ I; WITH No STlJCW I .1 will .y AME,RCM. TEST LAB or SOUTH FLON9.w RFPORI 0021.01 OP. Fr PTA 'AS 2f,l W, 20' -0 C V AN CASE TMi AA ECA51 STONE. OA' AIR:A• ,Cv--I ANt-', .rr.,.:1 1 .r:NG BOAADS BE i'O,K,' A). IN( L IA5 X.. low-.0"TALL. ANCHORS SNKL BE LONAC [N1A;t IIJ 41X I 1 ".11 STR IO oft -NO SUCH PANELS 2 ALL q:MNAAI ETrAIr`~- '�'BE bob3-Ta AISDY AND IEMPEII. ILNUV. O1,41WAN E NOTEO! SEE SAC(- . ANCHORAGE S.4KL OF AS LNA1TIEPEC ANC 1) 0: 21 a _ 4) 3 ALL AL.LIMINALM SINE! NFrM USED AT CLo5t4M5 MALL NAPE 3105-4I4 ALL.O•. (EA ANCNOFK S.NL: BE INSTALLED FOLLOW" Al OF IH[ AFrI,MMr NCF:+ ',. ML 't•E Lw,riti NS OF INS ANCHOR'S LMIIur*:TlpCR I + ALL STEEL SHEET MIIA 1+ANE'.'. SNANI NAVE STRUCTURAL O11AL111 STEEL ASTM A-403 CA" 50 MINIMUM. I-•6:.' oNLvAMiEO Tim ccs.GNrATION Nrr,. -4 - Aa !4FIEEA WOOED) 6 I•N4T-S MAY N.m at INSTAELM R M LINTALLY EO LEDDNO INSTALLATION DETAILS 511OWN ON Srt'nON T T,VMyi0H 10 ('SHEETS 4 %.A,";. ,'I i 1',rr' '+ , NFArWW, M A m 94ALL NOT BE USED ` A.I N,;WE WA TO OF STNN,rSg STEII 304 ON I't NV SLN{', •W «:R/A'�S'C,. «t 4./A'.' "MTEr CAA!(JftN S�ECL A5 PEt 9 O SHILL b[ THC RL SP.iNS•iML.T' ,'M1 '1d _nwINY. IrAr In LAN 5DO14 w.1 'A •A, •'W10 SMW)4fH AM 90 Sal TENSRL ST WP4 A 51YLL cOMFT' A, NIA .,, .. YCWI^f THE SO,INDNESS Or INE SRNC'tUAF ww'AF rA f7II( , T1 BE SECTION 2- 2-•' J J A r ATTA410 1O WRARC PROPER A,CMORAGE IRIS Wri"IR s„A I 1111 la AiTAI4(D In CrINCRETE: BLrn.1 0P *),.L, !RAMS 1RIL, DIFI S. I a III IS TO BE Ay`4 >` ',,, A1rr Or[t I. OR ASI 50. O'RAES S1Ar4IIS STEEL: 0-11. 16 A., N,A:MUN • It, 1. STRENGAi(CAHOR$ TH TO WALL t.AK_ N : -A/'N REGULAP STORM PANEL Wrl. LINGIH4 CWV 4-4 T IRoUGI" 12 A AS ,At. Air lIOS. 9. 8, 9 a. ,O ANC ACr'RNAllbl S P. E 11• 9W k Imk ON SHEETS 5, 6 k 12 IIESPLC1Ko. E41A.1 •AM, A jo KALE INK.• RPA01L1 VISIBLE FA OOMiG APSI"AINU rARA!w (IN lTwu- TO I(',T,URE PANELS MrF1 APPLY-A4LC ATEPI'fF(CEAKMI tA*INx; MR.O[•S 'N ,LmKMNE WAANEAC IA) t0 [1aS'TR4G.-PMr1aELTSOIFwRL'rt It n'E `rtrA.w AfArtAI L:LININPKTON $5 TO SEALffiLUL11 4L STtaITrE'W CCA11'OIIEW EDGES RAAEAI RDMAM NP ,"T`:NTrN,CL!5 nv1A NI n•' . I/4'TAPCON ANCHOR_`} AS NArn.r 11 LI'' w ,Y ' 92 ) :,,E Pik-04,; I'I' P4'c1,'NF IWNo/RAW IN t�I{tlrNCkT. '/4' 4 .3%K'A N.r ,4" W ., /411 1SOW-SET A11CAKA5, AS 061FIM.1iLD 7r I I,.A. N ., n ,-'•LAarr CI`, t2 STORN PANEI h.V. ATI:,•. a,wt CoWlY WI SPECS INIACA.TEO N rMi ORAW.K PLUS Awl &:AJ>MG aw ZONING IH'CIRAIMVS I (MET I'L.3000 P.A.r) ,1 0FOYMC, MT THE „RISI1•L11Cw Wit P, rv,-R.IF1 AS APPLEt1 TO i - r14-ID PAM.I1MIr rCMAE D a PANEf WIC. PUTS ANCHOR$, Ai MAAUlALTIAREi F'. A' II, , 1c+tG,.ICli 15 (.) MIS PROOLK.i ENKUAtQ1I OOC1NA Nt ,v I . , P E-AN(L 9" THIS CROWN IS CENEW. V'i' : f' ^IuTM;1 IFA`()RMAI✓JN i (ae. f'r-33% PI' ) FOR A SITE SPCCOW PAD.FELT, 11 NNILH( DO :Alt r1/ 114-0 er rap -GATE ANr'.Ar1N5, AS Mat"ACIt1RED BY Tali-rw CORPORAM7N (• c %'N) c - 1 .ANL,A OF -Tr FROM III r E ;, ~ I Fat CONTRACTOR TO BE IHSPONS011 f. ' SE IC,I„ I •-r IWIA Ave IN51AtIA"A:N NCLUOING 0•'. '4 . "N,w.ICT A1) LIrAYlY E14O::4NNf W" iAHCpr /NG1'P7R5 INTO POUTED CONCRETE S.W1 BE -'-/1' !' EGA NAvt:. V<'., v,.r PASTA am TINS PE.O. PROVIDED E.'`.'- 1 ;T 1'r. IRCAA T19 CCHOATIOIAS XTMEII (1'F.:r11, 11, C AMID P,MW-R 'LDS AVID 1 I/r' FOR Ci UP -OW AMCMORI tONSrRLIGTIO-N SAr'ETI, Al SRS . ".L A: '. F :.":1 _AISiEW Tn' •L2) CAA-W a 1"-Stl ANC14ORS SKALt NL CWKOCED 7/0' Nto THE POLW (, LONr.NC1L IN toaruW .N1 "to Hc) i'IIS PRODUCT VAA_AAT10N iXK•. w. ''' .1 . , ':i.'. UPI'; 1HA4GD if WOO91M SNKV, SNAAI 11E-EAM,TED I I'' 0_20 -AMENS LISLE, SNN1 BE - 1 /2- L(a+C Rvt.GO r•11N,N -4-AD '.tEXIST. , ND I' MM POR NoRNWALLS M H NAO STUCCO ANCr WY RF .9010E0 ',f'vtw, UN A._ 111AAFJ SLIK•Ns W/O WX. (d, SO. %T,-'a �, A,I•- V A 1 :1 Anil. 11 A ILOANDN, AECISTEPIED EA1GWEEM 09 ARCi.':c' A Sri ,PM War MILITS (HOANIMP Or-LCOPII It 'It, NA 110 1-00C I AND YENO IMLL BE AESAONLaLE FOR .11E .PROPER US£ CIA 1W PF'. ht:NEEY -4 PLC, FD. AL NY AS A 0(LLUITED ER.WAR TO Tt4E A3) W CASE fAA,' PRECAST S102iE. PRECAST CONCRETE PMAELS. -,AVM. STUCCO OR WX1j 90ARL'. 1( "vAL ^ •A6 P.E.D E%C9O.-1A. VMLL SLaMI ,I -Ir. .All : ':-i 17 PE.'WK DFEA*NGS IM MTV" DUSTING WALL DR !LOON. AMCA,ORS SNAA. w LOAD E"DucN TO.TEACH TILE t4NN STMVCTUMr BCN.e) ;i,.'• PANELS "NOMAC:F 'i,A HI a MENTIONED IN At) NO N A2) (.)'Nits PEO SHALL BEAR 714E DATE AND CMIGAA '+Ltd. WI ,(.NET' IAF -I IAF :M J' I'.nAL INVIAM or RECORD 10141 PREyAREO it (4) 10 E5Ta1G CONCRETE Sacco' Oki. "AIM. U-aO ,4 M4TTIER TAANVrA1.IlANCR'S l/Kl 4W1 BELOGTED OIA A REAM.• YA,IBLE l0[/,iCA At 'r'AU T/4A1• r TAtP0011 ANL11OR8 A4 INNL4 M'I WRrn K1 , 1 A W)ADEL. W.PAfir. S-111$0 M ALXOIBTAPXT WITH SECOW 1109,95 OF FLORIDA IAUNOIPN,; OX7 E (i NE ✓ADS, - 1/4• P . P/a' CAtk-N AW.OVS, AS 4-.If.("WLr V KWAJ INC .MIN F-11,00 0•6i) SINK_ Bt r9ACr;i rDP. (vrrtt pRCNPAO LABEI IWO TO O01NN,, RAIN SECTION I",a.7 OF ,W '14'P x J/{ SOW --SET ARCHMO A5 CnilitkI IT, AL i'rM; Vwrl. 40'.1 L 5 ,"AMter rt, FLORMA 4WLCAK rides (Mk I -I OW P...i) 1FaS LN'NWPW SwLI ON4N MC 11'GtT1 TO r1- O AwCAAMn ftMN.E C AND ~LLMAtE PLUS ANCN[A S, AS MANAiFA1:.T,AN,L d, tL,-If CONSfP1ic"C'. �-�_., .. PIM FAN. 11 (N 1- 2071 P i A) pLl'M1119 OatAW -0AWP N N( STATE Or RfAM'w /A• . , r. IM -GAP AWP*RS. AS MANLFACTIFA O B1 11WI-F'A51 ALORPOMATIA dALY �`.PI A, 7/� - AA�� . /. " `- i [ Or OA. 91JILOIND CODE Ht h Vat6e:( Nw,ica,Aa Ion° 81) MhNW E.RIEr•MII.' IA TAPCON ANCNOAS, ELCO PAFALMATES AND Cf TAP -GRIP NCL4JN, IWV 1„I :'Lr,.��AR'P'••`t(•i " , BLOCK ,Prl 1- 10 , I/.- ,r 1ftc° 4K :J GAG[ CALVATRIED WFt STORM PINEI 3 x t.xM1 P. No: 4 49) txX ^. a -7 'I -Sri AACIgRS SwW t£ EMBEDDED 7/4' Ik1G THE CONCPETE M. (i(7' IPaI •a c �,F�i t67 � _ .__.-. .. _ Y INTO s ( NI L ME FEARSOME, -/4' IF-20 SCIEVIS USED SHALL SE I t'7 V'M. NP.M'M :<. 15atxnIIIIIIIII GLOBAL PROTECTION PRODUCTS, UC. P"I(„w,� - I.1': ,., N,,-. FOR WALLS AM lib STUCCO 4 Si OF I I LL E� C O , M L .6R::. • + NA, iP .�� oa D v� ,tit. . I W= A/kI 4 L A/y . ' Mvl ri(• A •.--.oA, " Iw. 'N •N I-QW tn.11e.-ra.s F,a WI•»6n.'r, 20-176 s •. _ I - ', 'DNA E L a.JimaPPtvM,/yN „� m^IA ••• - - j_ _ -- . T �� ., oM eN w IV I INSTALLATION DETAILS FOR RECULA PANELS, j _ INTO EXISTING POURED CONiCRETE OR CONCRETE BLOCK STRUCTURES ao�.AACJADRA (UL S,OtDA u ON C-CRE1T AND'OA5 T SNHn a MNOLION a) till rc,evlu ON ldr:FCR FNCN DXS S.Mam a 'Name, q \� D 1 W'" ARC.ORS C-41NG P kow , ' I -.'� ittT FtN.M." oN 1'MD,IL ON '.4 I :yACACIE-E,NJPWD ,4 LMITa a ..at*. 0) `... E[ISTKNG P"I'D I I �` 4 Y. n I IIAINa,pl a) CCAKWrt REOaMAED. - 1' 'f I [N'I _ Mw _ 1 t_1 • w _ y1 ••. w•;, Cam- .: Y „\ _: 1/7'' I A•.-jDq /. SS P,. ,.• •i7' A.r' mi ).n. \` ,;t I,/�. ,.-...'LTLY:N•NA¢ .r _H N v,.r.• _. _--_.-.., _.. _ 1 t .• rw, .r,1'1c .IKD ED I - �� y: 1 _ y/�'E� .,.; .Iv t S2:I r. 1 : .:I j 1 rMiSl'NG -.. AtD t l I 1 'I -- FPN � ^�.rr _f � I + i.I 1 R.14 i �yi ,•w CDIKAEi ATO•.,Pf C P r,�lr.yy AQf - 1 v� I i 1 VINO Mr . ' -9 �T � A 11 ANT - I u t/T ae i I c --•-I T I , - • 1 " _" .11 v:�NA°i_ F If - "AT xA aN i w xNpNt `» W. A " 1 I I a /N4RI R -- F , VIM: 1 R ".M i OCrMG _ I I : _ W- N� .01mm- N 1 . �" I ; p. a jQ I 'iI- A NLRB I ` tRy ,O 41i3 1 '�-J , I i I 11 R a° `L_ j I I 9 o,�! I ; 1 91. I i 11J A � } " : I 1 � I I i I 1 1 1 7 I (4) I I I ' 1 I i 1ANN I 1 1 .•1r,JL' I i ' O1 WZ" /AV• aLG . 1 1 i _. Mi4L MM :. ; .2 VT ac ; /'_. I 1 irri°iw xsmG I'olRl(q f L 1 i 7�9tA.yA2p- 1 •,4� i "^' o c t L 'r 1(i Goes I M. ;•vr e '3NCRCli L I tlalb .AR • I tA.t I , 1 (Ii'16T"LD POLMEO 1 EYKTa,6 .OURFD E O j F 2 I, a c CONCRETE BLOCK I Icap ow • I I CONYCKM OR 1 .1 1 CONCW,r( OR 4m, I _1 REOI.RE'D I � (.2 Vr at. r< I --' IONCR�EE BLOC! '.i4.'.__-A rrE ROCII -11 •-Ir FFcEIVwmY air !. . I I ow"' rG.WEO, �1'' �,,� Y CONCA[lf AADISMa - W) CpWIC1RT[ .«I3/�'_-c 0. -�C :•}n-I.nIY MICANAAa _ s :FA^n COA7R*t wK1dRt 1: 1�,% �,�•i/tIA' i�a1P'wNAc aTAC,MRC4 Y/ S11I0 Lr C-1N. +w L I , cr. I%E2 1k.'IiAWl :OAR •,y .L'NLILC DN CNN A) NCR' OM P r/I' sJ jwr IAILm,E ON 6nl EW - OTC isu BC,RDLRt (IN peril A TMOLM" a) TANK A I',#I,...n, al tIOuA a TA.I r. OT I." a tMOIIG 6) WALL MOWN tAFJUNO. a'InG ,QQ� ••''''''L.e�t�rt�� O SCALE 3/1111.1' CUL.E' 1/6-1' SCAAf 3,4-I• 50111 T/e.I" � 1 1+i 4 L D EDOf 016TRNrl ,U =A,.T I I J I .1 1'AX `aC •+EDLILE MA I -'- t. A *N' r Ilii -J I I S,LET'; e k 4) 1 a5 1 [ I I,... , : I "OTT F-Ca AINAI)r)KjK SLzT"5 1 I I!, ' Y11D a I ', 'OP ! BOTTOM MOUNTNrS CAN BE R /Y we 1 w _ I .'`,p�tER A ��k ' '• COMBINE.D IN ANY WAY TD WT ANY 1 Mruunorr rxsmO*POIANLDI _ I'LORIDA BUILDING CODE (High Valocity Hur 1'n 1c I.' ,N • C,ONMIETE -1N•- i c `s+:• 7 1a02o ril't+tt w- +.- - _. REQUIRED. NFS 20 GA5[ GALYANI7ED 51FrL STORM PANEL tim H-,, Aw _ A, N rN-L C (sn SCnLTRAE A:P - 'e . , k aNErl • tHRDum+ "I '� $ 9 •. TATE $a'^ :ri:'wrl..� Y, N,/'2P'ae t` pR10 I t L t C C O rrrG. �OBAI PROTECTION PRODUCTS, LLC c-n t4- :, -... J _.. - I-1N aISIAIOT-._.-...... i1iWASY ,El-t12 y Lf ..,-.'. _ -..--" . r:xW.. 1 322,M1 .. i , 5i. ,c . NalixT _ ANY 6 s Au rt c _MNND LroAr 20-1/G A . fA.. au ant . Jsw. AN - L'. A:AE 'NMI .::aTN! OIR Iw � r � t N IM A f N 1 :-I: . r D NRNP w III wM1tY NN I 1i.N - 1MffA-1f m�A� N. - , , wµO A Dui' . '• I u 1w.M ' • . r iIQCMALUATI r( ill RF P(Sltr N0. ?U•p iLW ' &k.ATEE3iA.L ICS AND SPECIP11CATI-046: Shal be strictly in accordance with General Notes and Components indicated on she: t 1, 2 and 22 of 26, of Product Evaluation Document (P E.D.), drawing No.� 0-176, Anchor specifications shelf be as indicated on sheets 1, 7 and 21 of 26, Li Product Evaluation Document (P.E D.), drawing No. 20-176. 7. L,MITATIONS AND-COWTIONS_OF US-E: 7.1. ',hall b(: strictly in compliance with General Notes ND, 1. 81hru 14, indicated on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, indicated on Sheet 21 of 26 of PrEAluet Evaluation Document (P E.D.), drawing No. 20.176 prepared by Tilleco, Inc. and signed and sealed by Waiter A Tllit, Jr, P.E 7.2. •'roduct may be installed within HIGH VELOCITY HURRICANE ZONES as tlefln,)d on s3cl nn 1620.2 of the %nda Building Code 7.3, c'roduct shall only be installed intu poured concrete, concrete block, and woo(1 frame structures.. Prod act Evaluation Report prepared by Walter A TIM Jr.. P.E. (Florida license No 4167), President of Tilteco, Inc. (Florida CA-0006719), �a0' F ,.. !)�CiIN. �P ' vCEtVSF''.,9 s, - 44167 - A _ * :*c "'`7,.e-;;Wri''` " fATI?­OF,' F It sIF E-b'. > 0 '&,�0 AiD �.i '''v<;p�lflNP 'E ,W'+ p',4NNIIm-ai"I't +:WAIL ' I'.AON Ai E-COROS i P. E. RFPORT 201 GLOBAL PROTECTION PRODUCTS, LLc 1 20 GAGE d • - t ' _LL YI UNL(PN4EL, 09'AIC a 26.1 IB Y REPOiT 92D472a,01 - /1 1 L I ECO SYNC. ,4 TILL:IT TESTING 1S IINGIIUIMAING COMPANY WAL1•ER A. '17IL•LIT, liL, P.E. 1 , REPORT NO. 10-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Glotraf Protection PrOtdu:cti,.LLC 4800 S.W. 51 Street Davie, Florida 33314 1. PURPOSE OF EVALUATION1 This Is a Product Evaluation Rpy:n issued by Walter A. Tillit, Jr., P.E. (System ID tY 1406) to the Global Protection Products, LLC Rule Chapter No. 61G20-3, Method 1D of the Florida Depariment of Business and Professional Regulation This product Is being issued an Evalualion Report as described herein, and has btaon varifiod for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, fir%d to uIIri(y that ;he product is for the purpose Intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 2-,_EVIDENCE SUEiNATTEE); 2,1.PRcltSltJC €YALVATIQN.QQCUMENT (P,E,D-;: Drawing No. 20-175, titled A24 GAGE GALVANIZED STEEL STORM PANEL", sneers 1 thru 18 of 18 prepared cy Tilteco, Inc.; signed and sealed by Waller A. Tillit, Jr., P.E.; dated 07/2712020. This drawing Is an trite $ I t Q'.Is Evaluation Report ``,►Y`�,�t I..,„R,..... Z/j' s 4b * * __ . ° STATE OF :4C _ 6':•'`10RiUa .•­1 G\ A� 6";)NIT' INIT.;iteel, Suite 305, Misrni, Florida'33I66- Pbooe' (3'05') 8,T 1-N0,4ptA(jb�IF4rI-1531 A,YININI i....... ._. ____-.-.. _. . -_ __-_.-, __ _ CQM - IQ 1-1 -TS -FOR - REGULAR & LiFE SAFETY STORM PANW _ (SOLE 1/2. 1 ") 15 IB6• (IMAL ,ROTA) - 151Fr' (TOTAL AOTN) I i 2 5O0" MrrECTNL /IOT)4) . _ So' .. ' 1 3 ^ I 1 r .. 1 tw . Ai. - N 14 t .ISO• ..,, , ,: I I Do I L. £_1,�" .' - r ♦,rr l !iAl', �:� , 2v" � -',' - I. , •. [I, lo. also' ,v�'I + r .: � � �.,,� ,, ma I �, A!, r" JM1 N:., nY, , '.�, ',::: I '"T- "..,, .. k u'r IIdh ':.. OISO' U".' fl1t. ' NEMMTO rip . ,.,.. I A•N A I , .. " TOW J" ,�^ 2''_i� ,,EMAEU T t IN, ':. EDGE �. li i ", I.NADI r Y'H, u A t W +A. , - a <. A .. ECI(II ' A '. ,, fl , IlETAL A ,. A 46.4 L.IIETM I r5IQF1lT_ ANU (3 ENO STQ�PAdEL 7 ,6'" - 1. - I. tN7'I. 1 2 37' -, , - !'rx-,F A I 1� tom• 1 250 100' R a ,. 11 .]SO_ _r1_ .- ,,a. _ 1/4Y-20, W SERIES 1/4•A-2o. t25- 1M SENT% w/ l.wtn _ -t IIF-- R. O. _ _ -. ..I - _, I .. -S'f' I.S 11,A) A,1ETE0 - .75 - iI- __i _ -W 1 Wj..a . tt'­ ° n ° �• .. ,1.. I[M1)��--^023- .. i\`.•„ Ili 1Spp ♦ _ 00 _ 1 71 $32' 939• SEC 1 D[- { W11 I or)'' nu a. MI W. ISnMrTR& YIF.1Y ,DETA11 A _ 0on ' -- 2,DIAD" ,-CANEP a ENO.: Or Podt'S A, R I,1 w:. HEA'MEO EOY„E G. "h hfA00 4.,3% LL"__HEADER U ANGLE 4A' AKLL.._WiI'ii.MW 40 LAt1J/G�pLLEE���WIITTH�EL R.EYEIRfiL_arJ.SGK , - A e<p(3 - T" OTT E. _1 1/1A a 7/A. N l-,' .374' -.I :.390' ».i •TP rlyi EiAY Ps .AIL 095' ) BB' « I "" TSG' . - • , 25' /•'a-20. 30- SLMOS ,. �, �� 7 , JN-0 Sri' `� A 7 , ,!' , 57 I. 1LL'. - - i S STlA3 (M1C0 TO ., ' AHGLL • 12 ./r OC . I �%�jj I') I I• I.. 1 Sw" f-->. I '. • L[ fait "'S'. . . . _957 S DL:l.11-., iYFW PANT .M�­ - __ •OBD" ' .. 7 am' . AM rqf' `S KEY HOLE WASHER - ---- CH,1- - - 063 -" -.._ J"__JRAFMli._AtIG I, BA 'IJB" "F' TIUCIS E1liT PLATED .1 11' N - _ D96' f WITH STUD ...x. / , .-�-il _ _ / ti 7 i { .: ) i 'Ata{',O.tLHLAPRI•FM:pNrr .1, �:(�/}' _ M.I 15' ,OW �r 1! _/ !.�,, .. 1,05iA1 :3q1,. 1L\t".EN'., E•''•..• $ I },5'. ..,:..., "•r B,5'. I ' 1, .I, 17- - - � - f'10. 44167 I V , : * IT ' * --- FloglDA BUILDING CODE (High Va1Dcl1 NufrCono Zane I 1 DI,. 1' `- 1" - SOTTO. ,,,:AN 1 ,fl U)y! ON PANI.L : C-. STATE cr 'lP1w r'RT,, N'. rP , 1 w 20 GAGi GALVA D E Si M PAN ` , 23t1• i i„• ,,-A, ,« 1N N r _ = 1- * 4V INZE ST Et OR Et - 2 000' (* KEY HOLE ''% Ulr i... ., ''�-------- 6OMM, R d L ES. 10 L E C O TNc GLOBAL PROTECTION PRODUCTS. U.C. /0-it 2" X7"X 1 /4" - T =- a m s.. 51 T`MW LA r A1.TTWNA1WLI, LASE WING' Nil „~ INI1N�/"�'7 � TALI M.a P g1NMNt.Iwi ,,aNI A . PMI[. R 3U,. JMINVM_Al''NirLh APAOw`DAC AA9aR W/ ADDITIONAL Tr ,N n a r I-IM- la7 wo-,S.S 1,. ta5«F1M-rM* 20-176 , 1/rn.T/31, U-Si at isuaLEn - ,. tOnf. a W M[ aFMwE - STIYA I. NA I ► 'M aTR). /vOW W/1AT WAAA." A 1`111 11 AL •. •,-+,I„f-W NiAI i bARI J 1A M _, ---__.-_-..- --- If1SS AAI�LATIQI�_9�TA_I,(r��4R REGULAR PANE�5i1: -:� END CLOWR NAILS FOR INF_41ALQN IN PIOURED CONCRETE, I� EXISTING POURED_CONCUTE OR CONCRETE 840C1(_STRUCTURES � OR � QEA1lLa_,A a rM,n w11 •I wa, .. - ,fit.. 3,10 >i� y BAUD FOR ((�JI II.EF�SAE�TX E�IiA_Psi t(�RM PANfJ., SYS?EM III+Ittt.AMIt „LOf If c! W W (SALE 11+NY AAA Ns RPfiI Z(Jlr I - SrT SINTWU rm'Wr, a k 9) (SAFE r1A YAM ON o ' WR[79 R TI4pLp, a) L-� I 1_ F I 1 ,/7' LT4 " .,rear I A ( NeTM-`AJPFL s 4 Y. �I.. Ii u'i:., � I ;'1 ,{'(S raNA>K0 I 1MN i it 3' %� �- a - t - - i ANNNA 11 :,.,,....._::.._,.,_,_ E'A'DGi;L:� ,�M � i y i i�'.:I v,; NN• r NIpNw..A Tma}'1 _ 4 i,1�1 CONCK E BtrOA i : , III- h., I Im �:. 5 AEWalrs. i T t 1 ,�,:.,- ,._ _ -.. -I C I l , i „ .. ,•.. 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A' 17 d:� f erreve• isrA wuti' MR q r _ _..L I. - , • 6YL-..,...+ �AAAMPN 4A �INLrN i .0 �°' 1 Ca.A-IN tM FANEAW7 .,. ., %: I,AN-In,a-':: N,IpW'W !l ,t "L IMP ANTI ANELMATE La+C`REIE AYA110RS . F°..!,5 OR er TAP OW f - 1 '.. ',.1. 5CW V1,1T ON •r[ !MOUE W '+.._ 1- A ..) ., ,.. N r:1P•3 AG, a1 a.'. ,:.__ V�.N,...F.w.•_.-1._u+. $UEF J/6.,'-A',aAF 1%a'•'' ---1w. ANNI EAT-t, w'.I+, .P I A '•1' / ' 1'r1AI OSNWIC NG'NI , -- __ =4 '.+ .. AEI' 1' War . YNaES . floc. AU11 TUBE DR I' 1.P C0-0 CA5f��PLANI OOO - ,. II PIOrJO PU1L SFwCER , 1 r. 'r r`:. b •. b /'� /` Auk )!1a-,- .GDD aA,.I . I \ NEW , NIG / I '.1 NOT• �9t.t4E'RNAn',.�,r�" Sf; r+ON`. _j ALUM. Eva, on P I ROOD PLATE ,• dr.! = I TOP & BOTTOM MOUNTINGS CAN 9E , BEHIND TRAck C t � •-- ,--I I COMSINSTAL.EG IN ANY WAY FO Tun r/ANT ]eAa�. Fe /I&- - -}" ,I __ I xsTKilAn01.. SC/.I .....,.... -..n. I. AAr,,II.I, YI I' 'I?AtY: LeN J 1 t) of N.'.. r ,,At A. 1(1(/'' I -- - 1 , w Fe'.9tJ �' P � s rLOP.IDA BUILDING CODE Mr h ValotI N.HrI'_- Yon« l r PAe,E r N+*aHa - Nw Aawl�a .eNc n A' #'. E _ 1 <_ I e s CN17L OR" ,DI.c i."', i- PW. IWAL .t- lO M IIr ra,LU.), r N'° A i.A,1 ,'[ta. INC E TC1E Ba±Y}I r,wn nw a wino w NaeT a A +, .A ;•, � 12LIvr[I � IA.QIt Mcw,P " NO 41167 : z � :C GAGE DA"X,YANIITtD STEEL 'StOtM PANEL ryw.P R - C. Irl.__.... _ __.-._.... .. ._...._.__.�_.-._.. r, I. SECTiONA X.. it ? A * ': 'Ta.W N„ +N,,_,.: ... /r-----_._...__-N;�AA INr34"M - PRODUCTS, LLC. A PROTECTION GLJB L PROTECT O R0 _ •O • t ILNE; T [ F C AAW A r.. C O C ,r NL E EPa d A r 5. L DETAIL, _ SaEft%..RESiI'ttRED�lL QL2 S?� �..r W TOu TRA��f;11 A;;ENT IO STVCCQI1t"QQD BANDS "°�� ;,, ,R)O* ,* �- nk.u( tis FNP .-i}40MwCC -SOAR.1 W _ A 1 - IaN P A DAL.AWr ANOM. N M a taJ.)an . 1A. A,.)CaY..Pn. 20-) 78 'eAJ 01, „Mod I am--,., AxANR --- N,�IOLfy'i 1AL /9rAM1 ,IN."IT CA-:dKrT'0 - M__ >,.A 1 .. ..:•.N t 1 oWlA-- w NeiA A aRAIP dr„ .1 >i � . { - ____. .__.-_ _ - _. NNe IIIM111M - __ ,ys",, , T - y W[t a a La PKQVAi1XYAL .AM'XJ,_ts J At ' ; 4„ '-W.'d•92 2A21 TFTTLT: REKW'$: Large missilo Impart :oad tests wel"e partormed undei S',A U u.�-lk siairid t d its per section 1609.1, '' of tho 'Florid.;, Building Code. Uriifnrm '.!atit: loads as per Section 1709.8.3, p:-r ASTM E-310. Test reports prepared 1.•v Arwi. r .,fn Testing Lab of South Fkxidrs. RP.fK)rt 4 0814.0'-01 dated 03?11i02 wlli)6E•I.md by William R. Mehner. P.E , E ,rF.: M,Irn:' '.E, and Henry Hattem, F.E. ir.e Rr!(joit No. 02114 01-09, date F-natu3ry ' 5 2I-.109, signed and seated by Edrrur,do Largaospada, P.E, ,and Na,,,ry I f.)!rcm P E Large missile impact and cyclic loadings per Protocols TA5 20 I & . U:; as pE'r �,:,.lion ' 609.1,2 of the Florida Building Code. Test Report prE';Tar�-o by Anr.i (,a,l Faslt,Tg Lab of South Florida, Report No. 1123.01 10, dated Novemtaer 23, 2010, signal arol ::eared by JU30 E. Gonzalez, P.E. Tensile test report NA• _T ,kl- I NI !, I C)C Metallurgimi,al, Inc., dated March !3 _00'.), signed and sealed ',v Ft;t II• ,;r:)1A: P E, as per ASTM E-8 and Tensile T'Irl I ­ per QC Mclallurgic;al fi+ao ;n •d:,. ; (IKk1-1318, dated Decomber 1 2011i 'T:,Tr1( i and sealed by Jerry .,::ic :r,:no. P.1' is per AST64 E-8. 2.3. STRUCTURAL rNGINEERIN(,; IQAl,.l;ULNATI0W- On 24 Gage Galvani;_o,l ,;iIi . ?r:.rin, Pawol for maximum panel length vs d-!iri,;n wind load, as vPell a-: eToKroiir-n ,-u r: her spacing vs, design wind load and panel length based on rational :it 'i I „rn,a,.,lrvN ilnr)I/sis, and in accordance with section 1604 of the Florida BudC­ y i': !.i C mlk.tfl ations prepared byTilteco• Inc., dated 12118/10 and C$1: 7rt,: �fr3r I!). r:vvimn; :;iyned and sealed by Walter A. Tillit, Jr., P-E, 3, MISSILE IMP CTQEUSTANCE: Large missile impact under section 1609.1.2 of MFr Fior,i,, nuddirg Code as per SSTD 12-99 Standa nd TAS 201 4. WINO L 0- D$_ REll $1ANCI.: 24 Gage Galvani,z•,:1 Steed Storrn Panel has beeil ve,lMOO !u :su5i;,in 'mind pressures. Ma'ximtirn i Lintil tin-glh wholl be as indicated on sheets 3 I) 'It' 11, 12 and 17 of 18 of Pr viuc;t L'.,I,,,:,!ir'n Dc•r,umerit 1P.E.D.), drawing No. 20.175 Maximum Anchor Spacing shall t:c :t; wdr;.-ited 1:n shoots 5, 9, 10, 11, 13 that 16 and 18 ci 18. of Pmduct Evaluation Do(;urnerA (P E.D.), drawing No 20-175. 24 Gage Galvanized _:feel Storm Panel has been verified for c (xlE L,r:II,,I•nl( l= to work as a non-porou,- S1urt1T shutter assembly, as per SSTD 12 9!I :�tar,,tar f ,#)' 0, ,,O,,,`"AE .....71. ,, /), . /, .'4 rS .. 7, : k _._ Z f : '4iz 1 Ae, ,t; iu1w ti �, f' t,7.: (_kLttt.L :. I. • • ,LA A 1 1(I.` ltl k l' Wi l!' AIU, d11.-11721AU I 5. INST'ALLAW,!!I,). installalion shall be performed strictly in accordance with details indicated on aheels 3 thru 8, 12 thru 18 of I SI of Product Evaluation Document (P.E.D.), drawing No, 20.175. Minimum separation to glass shall be as indicated on sheets 3, 6 1 3. 14, 15. 16 and 18 of 18, of Product Evaluation Document (P E.D � drawing No. 20-176. 6. MATERIAL:, CHAMCTER,ISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indlcaltic otl sheet 1 and 2 of i8, of Product Evaluation Document (P E.D ), drawing No. 20-175, AII,.hrlf spel'Ificallons shall ba as indicated on sheet 1 of 18. of Product E miveltT.Ni Dula,ment rP E'.D.), drawing No. 20-175. 7, LIMITATIONS AND CQNA17►<?NS_O�_IlSE: / I FI,:LI! c'(4 Scricily it-, compliance with General Notes No. 1, 8 thru 14, indicated ulI stink•! 1 of 15 of Pruduct Evaluation Document (P.E.D.), drawing No. 20-175 prepared by Tilleco. Inc. aril signed and sealed by Waller A. Tillit, Jr, P.E. 7.2, Product,►hall not be installed within HiGH VELOCITY H(IRRICANE ZONES as defined crl section 1,320 2 of the Florida Buikiirvj Code 7.3. Product shall only be installed into poured eoncrete, concrete block, and wood frame structures. PoCcItM Evaluation Report ortlpared by Waller Tillit, Jr-. P:E iFlc• rida Llcense No, 44167)„ President of Tilteco. Inc. (Florida CXCM6719). .r r3� ,_,, �CEN,T I. `;? _","T: � SDI Jr .r 187 -I-( * : WATCI �__ Stir LA., to, I r-, A; t/,3bi RECORDS ( P, E. REPORT.20 1 -WHAL F, •4tN Pptlfltll 5. t I' rT A GALVA,A .r _, iTr=1 .. GRA P •. ANEL IORWGF20•T761 RE T 1� .•I� POR tr 2O•NJ7 f ,� 0 R ___--_«-__-CET "i""-s ,, -Hl ", C,,�' ,&. 6" 5 I'll. : 3 ;)14/ k 1• 4w -- ,• AR,. 5.5. MS 1,1011 w/ 7/B' A 3/37- ANGNUTS 0 14 OVERLAP l S-_ SCr-71ON5 AS k"UCA!:;`. . i , I It "�� .- _41 & I 1,24, 2/6. 3/4, 4/4, 5/5. 7/5. 1- u1 A AA _. �- 0'' ',v;`10• 2W/10, 3W/10, 4W/101 ;, °,w/,01 bw/ll & 7W/11 Loeb ' 1:* -,S 101 CONCRETE SEE 5041IULC ON SHEETS 5 A 9 FOR *000 SIT SECTIONS ON Si,cm f0 A 1, REGULAR_ STORM PANELS _ "eEVATIONNE'd (MAN ClIm"r,..1• "M ,I .11. . - 1. I t-_ ,:_ NX1. .W.., --� I i �� r _''• t"_prEIDA 9UttDING CODE (N N z 511-. ., ___-______ ,_ off!( "I'" K f / ti01 �A l ),EO .i. L; SEC' -r - --- E GLO AL PROTECTION P i , ( O I M L BRODUCT5, LLC. n I I .. _ _ - MHL 5. A, -Ai __N _. _ IMIAE. AN. •• N - - `_ -r- y rANPIA. n ----.---_ - __ . --- ---- _ ---- -- JU -2 W _____._ -.------ .. -1 -:..--\ \/ , - vpd ---.-..__--._-_.____ ___ - _ N'SSISt.Il1c. �-_ ____ ______ oleo+ Virtual Re feted and a 111 JR' TA. LATi01: DETAILS FOR_REGULA#t FANLL5__ , d4.Xi INTO EXISTING FOUF;t•() C: NC_RF E Qg__YONCRETE BLOCK STRUCTUPS Mans Rana,With the 202p pX2 00 Edt' t .Vi•ia. IDN -GHCRCEE SCE ORS ON SAKE 12CDmPI Oeh;a Anne Klahf 11 PQLAREO CONCRETE 1h711RCO cOVCRiE u ;I r•7P` epOp S[r SECTORS oN SHE 12 L.v oR UIRED ET( BLO DN LAON-0 TE aLOCn s, .. U ) P I.r P(OUWI(D PaK EIJtANED " -` . 4,- .T ., A 1LA.v AIALM -1 1001 IiM•tF17 a. {1 it aN_ ' ; (Sit (SEE c. "z ,.. ,r , M[s (air aCNFO,••LE : - - O.M. �"4 Ma/R2 , . :uI • =_. ,it a t, e )C _ 1C-. I I CrI r r', I 6 E D f I II A I I rI r BA EaI",XIS , _ iy i/E'a A uxT- ..± ' IEaW Rut a r'rt-n Y r",a wl is « LAw axii.I ro • I. 1.%1u1 I Afl 010IAI e , 's W, I 1•- (>a aGaOA, - i a" AYP.RA cA - , r-r I •AAI w •e" n I � I Pet 1 r.y I ;YN".-A1' (r ,'< I'pY Im, y py--jar I A I i 1 or t• I ITU. Ban W/ Ist Ann -.. i,- Iss aa19./ 'S I I .I f / . , A y /� --II��r(ee//.. p'• MK wit • F/,tN 1+" I 7 ;RIM Wl • fAM 1�� i IF-O ATP r (1GA ";IA7A., pt A I 1 oN[1MA/ E I r T 1 I I I j �� - :aA4S ` 0. a q BVn 1S'i2M 1' N i W -0 ]x dwsr ! 4f_4 f� :,5� i 1 Dt ) u- O.M.. 4 . @ 4B We ' u,� Vt r)N GoNr.RnE SEE SrYdOUL( 4u SNEn , L : p f jl PICA M,1 Lf .HMV-AYA',FR STORM 7-1�1.P1el.,_ -A A . i�yiJmi.w.2G1Al0Ai E_ '.,2'• E F Y _ u - NrIM ^.AI'r "DAA MCREIF KrORS . I• • .1, .. r-`I CONCRETE .,IC•AG-AS •:rf SLEDIAS O, . r/ sTLV) "EE �A $L:TIQN, Ali iIi'G'-) ,-,RID CONCRETE OF I •• -l-1, • '. LION`A 010" , DIRECT AND_W&L MOUNTING mac. : 4h1.Q_wAL4, MOUNTING DIRECT MOUNTING I An� Itt$IAiyATaN- I SSrIATLLL`A'TI'O/IN SCALE 3/8.+' l 1,':. r_,• S:iLE...WT1iAA I E!• r S.�.I, JA•,rc u'� FM.il'TL PCR 4.CRAfJTgu1.4J,aPi _... _._. , �h 1'IY -"i - S t I ANTI A') rl. 'S IL, I I M'C� MGS C r E{k.., L I r �AN`f�Q �; Tff2il" :A, I ''N,),EN,E.�9 _ ,'OR10A BUILDING CODE (Hi ViR Hurrfeane Zola _x i 2ro2a n.Ra- M:' _ n N + ' 'T'' 2D ,,A G 'uHt2 D STEEL S10bAi PA : 41167 1 .rI AL E E PANEL i0 - 6Pnwl sr A.. i +v A T ' -..___ ,- -- --._.. _-I __ _-- i -o'•. Sf L ur TUE GLOBAL PROTECTION PRODUCTS, LLC., . ' i'f) ' /- P `('2.P'I�I _ .tu 5.. ens+• G'• 0 n « , '1:i• :, W., n1 i LA. LsrnNa a a ERNNo to R EN K r . M,. N � ,� � N ;,-� PNC.a 1 :�, ( .S� cYa +... <,, -,an •MET aN m r t �m SAT"' w-u, I - C,.I,.,A1AE'Fn , P v, P F N ,.-,1I ' t -.w. I .... - ... , -- .. - _ -- _ -'- _... - -._. _ .. L _---_ --- v'H p _ 1 -a--A O N t;/7 N M ] (D - -♦--- U a) O � c- = O a) Q CZ O -c1 IL 0- C - U-) .11 aD W -L- = -n M CZ to C 0 --- - O Q C: O O U_ M- � O M .� O _ i M s Q 0! E Z Z W J U) a L 1 W I _� n M caaaee O (/) CL Q) U C -0 CZ (0 V (1) ■ (n L co W Q MMAimon Z z Q CL SHEET NO. SH 1.0 11;"y- =loam* I 1. I M *AI !4Pr , _Hton __ WAURRR_AND_fLWR._MM1M. 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III- _. . � F�. j I 'I,"- "' I 11: �1,.N 'WII 'I " I A"I -,.:.,. i I 1�1 1;I,,�e� :"vr­�' - _-� I I - . , , LENCINS AS PER -LEVATION 014 SHE F 12. 1". - , ..,.. .- 07 --- ---- I 1 'I I L I E C 0 , ., " ,1.09AL PROTECTION PRODUCTS, LLC I ,.. ; I " ' ,""'i'6NAL: /,N.N�2�0 � ,,' N. L. �1' ' ' � � ' .'.'- . - ... . ... r " , . ? FOR NEW WOOD FRAME COIrSTRUCIICIN W%NQr \11 I , �F, , _LK I 1 NEEMFIERS tO BE SOUTHERk PINE No 2. W/ SPEC*W. I O..", , ,� nItIl IV.N - .. * . � - . I ,. .. I I , - :TENSITY OF C 55 OR FOUAL. __ I ,,I -,.. - - . L -I W./uG.MmAun , :� . - . � _� � I t a) a) (/) -(u Q) m -0 > C- 0 �L_ a) a) C I_ 0- 1 = _C3 0 a) C - 0 k = CC; -0 0- . - 0) -6- C (1) -.- U) (a) -t- C: - M - m (f) (3) -E, 0 -0 _Q 0 III- �2 -- (1) 0 - C7 C� .0 Li- - C/) -0 m 0 > E u`I` a) k I a) 3 %_ 0- .� -C M -I- 0 F -� I -. , .E C/) < Cn_iI.-, LmI.I..... CD (D (D C­ 0 a 11 11 _+__j Cf) :D m > 0 9-- (/) 0- 0- (D I 0 m 0 Cu a'-- 0 (1) ■ " U) m L. 00 =3 Lu < 2! = < _j CL SI-iLE '_ NO. SH 1.4 . .1. I . 11. - ­1111.­ 1-l"At" .� I .1, 11�1.� I 1.��N*�..,�­".­� 1�..11­11.q_­ "it�. , ­�­__, , _j - _*il EZ1W/la I * AK03n . isa 51:10104 (21 WERNATIFF. I Do, S-iFT 10) _J! toppol - . , � pi - � I, wo (sitc NOTE 21 1 9 (Si I - .11 , so � '01 � Is 40) 1,ki � ---.-.---... , ",. . " . %ntv , -­-.-,-­l1- '. � . — - Uto", -LtIwmw . tl�-,�:_*:s ­= *-- ­` _._. - - --..: r� �- -__--r--.. __ .--- . . , , .1 � POP KW - . T 1 ­ 0 F --- 1! I �!� � ! -_ -­_ - In-7- - a I ol 10,­ - I , 0 or - I I 10.­ , 7F ? , , . -T*-r . . , I I i I ; t I t - - - , .-F 1 3F , I' I 7-: . I I I I . . ") I I � � � I : I ""'Iel � � I 1, �l�� � I I I !� I IIU � I :: l�' 1! 1, I I � : � � , "" : A� - � I I . � _� �1 LA, i I � I 1; -I � . � �i �� ., � I ill", tii I OR ! 1� , 11, .. --j_ � � ,I " _1� I .... 1­ ..". i i � It, LN1 � IFIANIF 1 1 lif,17FOOR III ) �lNff4I0F?1IF..l " � (.11TAFOIR, A.,-", ; I I I i al I 'i, l NOTES 2. . ii . 1�f END PAill 1 1 t �, I I � I i . I I . 11 i4orr" ;o. 3� 4 A, 01 2 4 � j I . I I J I - C, I It * � � I , A 0 � 411 ', , . IF � . - �1 I I I .1 I r- I I - I 21 I � � J) t, 10", I -1 - V­ � I ; 14, - i� I . : , , 1, � � :MTI;S S � P:�L lo 1/4 �0.1 ' ' I i - � I -, - LA '"ll � I A i , � (pEF CT I I I I 1 1 � I r , AIPPILKARUE; I � � � � I i I . � I � ! . I i I � i � . ; I ,,I It ! I � , I 1�0% OF *,* , I I `I I - � 1 1 � � � 1 i I � I � � : 4 _ti J., I : I ! I � . I � . I I , il�, I i I! I �, I � I f�l_ * tt"+- � - -I t 1-- ­rl I !-I - 1'. I - I I - I I I � I.J.-i - 1. L J J.- L 1. J J -1 L 1 J _j .., L'� -, -I -i L L _� _J - �. _ j _1 ,i. .. - .s � - L .L. -J_jj i� I 'I _l__ � I J I I - - - . - ,-- __- A I— --I-- _,__�____ A -------- . ___­_­_ ;�_--- ----.---- � � .� . - , __: I � __ A I ---.-- - __ - - -- - __ I � � ­ . ­­_ �� 1. - ­ , � � ­ - - . _'. - I Sri Now , � - 3' W. - - 1. ., 'Et �A l' , . a. i kil 1 (37kil �Il , INI � � - 1� . _­tsu %ti EZI ,it AtITKNATID. tliklo ON UIEV tg� - �I *Ez I / I 8, EZIW/18 I 1 'TYPICAL LEVATION FOR SERIES 2000 E-Z HANG STORM PANEL.J=CM (t) I SCALL: 3/32'-- I' I I W'. 11r, I 2,681-illial FOVELANIV, - - .1 VOW Vulm , ­­ - - 11 -1 - _­ :�, ,,,� �"' —7,L_; 'N 7'ser I/ __N', � �, � . 7-7 7"Al 7 /7 7 I7"'�� I I I �11�1 , �_ z � �. 1� : "I ,�`, I 1� 401 1Lk,1 I Ial I PAII TO BE iNFTAL,A_, �� AT EACH Oil NINIC �,- A, -L AA- "it I PRONVIDED W/ NEW RANDLE. 10 VACrLITTATE NS'k,,ii IT I I TO BE INSTALLED Firl INSIDE Or MICTURE I � NOTES _; (11 �Ntl��� ,�� "..'J., I , r - �, 'A '4 - � LOAM pokil "S" NG C* P __ , , - ��, _,-�:A" -II IF -I (2) Il PAKELS SlilIALL All ar C.0141i TO 6011TQLA �10�, , OTHE"i ,,, I�TOP GARTSFIALL BE PRONIM INT TOP "f *­ I VAI I V� *� 11 t4il :'ll ARE CONINFECTil 10 BOTTOM WKACI CO"AlEI*,-�TDVo *A "As,, L04S,S: CO I/I Nllt),14' W'. V? .� . to, V, iii'mi, 11 37" WIN(� Fol Olk t/-,il AI I HUMMAEW al 3AFFIFID BOTICIA TRACIF LOCATION Cf FAroTTIKi MAY III AT nrK.0 OF TWO EXTERIOP ol FLATIVICI Of' ENI' "Arl � (4j IN �,ASE THAT ENO IiAhlli,', ,,,,r ,,,, �,�,,I.IT�,L�I 'CirlKil"I'DIO TRAC, (I For A STOP P$ �t t-IN! � I I, � 1; -1 1, , At �A.� I* Fill IS SnAl liff CONI �,:, 611,17I�%? 11�A I ­,. � I , INN.AIET) ON NOTE (',I All ., ". I N-Ili I'll I, PA,,pkIVTr,B0rTC;1; 14AIfl, V­ -, 11 �, ,III,; I O'JI, - &;,�,Po I t FIN"111AILF-Alit"Ji'lip, ONLI �Al � rUs kFit" ' ��Pl I,- TI'T 170 , � i I - I SECTION A -A "",441104inutow i ,;,-At: 7/!.'" ,� I; ". ""i A,_Ilt;�% I "I "', �.".. 11 . . " � , , "PiDol, blUitniPIG CODE jiti High Voill HorrIcell Z­e ' , Ti -i .... ... E. TI " - ­�"tt FLZ . , ' /_ � I I , . - ­1 I -11, 1. ____ — ` ` 0.44167 � -. _. 74 Tii- , .,kt 'Al StEEL STORW Ill el . ,- 3 , dir : dr 1 V­. - Aill -_ .. ­ . ­ ­ -_ - � - ___­ - ­ .. It sp , Till 0 Z­V, - —.:T; I "TRO—ECOesic i ("'LORAL PROTECTION PRODUCTS, LI.C. ""' :�',)Ijl ' dir - " 1?_-. �S I FATf 0 1-i , ­_____ __ � - . t _ , i `,-,� IF - -; no, yvvrow 0 "Ma.u� coll I , tf z ,^X - . 1,1 1;l � % . ;6l I If :-el r,I.I I I It". , . - - '1$ _I - 1.7r 1:11� It"',Zi. I'll", -.111, "I'll ,"!I I- - I - � fJ_ I I,, , I . 4 "": " , : , - _ - it . 7 � , Vk"D ai�` , .- -I. __ ­_­ �­ - — I - � __ __ �V­ - , . . 1. R� "I., - ��_ i "I", , , 7 - ,� _­__ TV _"4.� 11,04I: , , - � .. Z'.!1I . nt�� . � ___ __ - . , `� " , - . 1 R�� I., � - , ­­ __._.__­­ I - ­­ - --------.---- cr��­ ,,11� . — 'Lt. " I .."', I I ; I j - ---� — - " W, I El'qCiTNEERINI EXIT -Rill F3RC)DLJCT EVALUATic)ti RE-it,olii Soollembil 15. 2= AF4`114LOIllikii" Nunklm: jZ911 - R2 EX Ptoivo Numill M31543 Product li lacAuref Ali Anittroan Shutlers and Glass Ittakinufachow'Zolfoits 1540 Doll pirod Vi P8im BooRCh FLr 33409 Pr�iduct Nanor & Description 24go Galvanized Steel Sturm Panels Large Roldisile Impal Resistant Scope of Evaluatiorr ThISIAN,di Evaluation ReEl rteonl IsIswed to at I,owddoli votth the totpookinnool of Iltir Ffol Ia r1i I PwIt"Arr't Or Onstrivies and Prodletopsionel Regutal (Fi,podia Blood" Commosal Rule Chaptnt 5 I ,�;Zlj 3 005 F A Ir , tot slate-cl T� ai,,T epo�[w t, �I­lt,lti l!ii: I, I I , I i rtip, Tomlill noted anowol tins tkorti, 1, s4i'l I ,ttt,tror tivailitalad AS TkUMFNAWQ*Fd hrookin to sliuw "InjOhalti with 11 I* IT konda BkooklirFj C iolt�, �,Fvkol E,Voo I �2020�;Tind Is der the purpose tritintoded, kill likkast equivalent in lhaT ittgul Oy felt, CI,L, lin evallon ullhls l Til TeAlkil'od t'lilov.ir i ji,iij011i I T rl, riiit,� OFiflitili!i CCI$4H LKNIThrii 11, revision& Substantiating Dets. . PRIQll — EX drawl 11i'll 24jil G ANTR M20d STANI GNP ni Panels lHVRZ &Nrin �HVIAIZ�t shoots 1.5 Pmpived ii r�;ioolfi ENIxoms sorted & soloakled tifit Fronk Beennardo, P E is an iniegin, Pan III PI Evaluation Reptoill A TEST REPORTS �koillotrin vollal stivolural perfoortrol tes Wen likslett on accowartua wl TAS 2W lii:il illaridsids NFF IBM Pjxtl OBT ASII' , 17-001 by StAickwater Totalling. Inc Large orel ,,�I,V i wir.,vance and Litiock loading poinkforrionce him been lealked in accentanne with TAS 201 arid TAS 2ii Ill oacAllootels W test r*W(s) OBT-ASG-17-001 by 8IAkckkp*tEn Testing, ink; A STRUCTURAL EN26NEEFNNQ CALCULATIONS Slinsdural Engineering calouleltorn,holis Iletin proolivi will throllualike the produol tow" on Goospipsorwither andlor rOortal anolysis In qusktV in* toldnool design cipal 11, Maximum Allovistake, Sparks 2 Ithroorriourn Allintor" Sporke 3 Mcni"Fin Glass Separalikkin 4 Anctic. Sporing — 160 SW 12" AVMNVI '11111 106, OtIFAII Bill FLOKID01 31442 (95 4 I 354 0660 1 (866) 3196-99910 TtAmk1PENoi4NFA0I,V4ExPR151,.CoI4 elikkall'Aftillonlitill cCI4 r �,t ,:12_11�,, I ,1711 I, -- - - ,"o . . ,.,. I - I It. I , 4' , kl� , . 4 1 11 11 � �_, 'Q - , " " 1 ,­ - ,, I I I ,,, , , I : " I - � / �'(7) , ,o( r , -, � : � I 'r; �� ) ��_ T " lo" I�l ,� ', , , r", �� �, I I � �,, - ... -lor- ll3 , p �, , � " ,,,,� 1� � 11 ,� t1k,II --T T 4'r I I. 2 � - V - - - . 6 IF " " .W I 10 — - :�,: L . \ , __.`,AY,A" - �:_­ , '�_ .. -, 4w �,,I "Hi A- .. M��,kl , - - -., - I , , I 11 - I _�! I I 1 ;­'#1C?30_. I., ­jo.. �1'flkrlclllt�l� Hli r�' , ­­Il ��:z Liewill ,, 11 , I �. - . "Will I '- . T"�' 1:111W "I'll �Io -11,11­1,,�l 1, [ " �gl I - � — / 1 , , - �,,� I 4. , . 6 0 "�, -al - , . I �, - �(. F 110-l"I'll 11 I . I 1111 , � ,,, IlIm '­` � :;D�x -1-A-11 - , , , , V 1— I " - r', FA ,,, 4ftll - 4 I.— I '.. . - J,1 ' ' . -4 ,11. - %I!, I 0 entitle —it'Zir , ,41AO1 �� kxI I���!�,.fqt - - 0 i , . , ' L I i� , 1, ill .�� j,;WjjC .,., LT14 � All ArntirrilLutirk Sbatiol and Ulass - Z4gs GaNam red Steel Sti Barrels No .1 �:i inveaute oft allot.wattle Sinnis has Been, us" OrV the dtibtr)n at This itkO(lojill Sepa'atiort from Glazing S. not neflutied to, oviralfalko"S orthilel li wil �,,Ptv 4 'R,tT Ifetterl Ikell Impact Resistance: La,gelionpoettlitespothri has been demootstraikid as of,pidenoed To poLonasit, Wtp.d1-iSI#*j>Tlrtfs�,kkkkpl actounled lot in the oWne"i doespi of this plool Wind Load Resistance �lus�x�m:��,,il�;l�musen�ift�ut'Rot�irosmtwwlc�B 45 I'll aIPFJ I,, I tie spar, Sri, III I Lirfhe ressKi0vir illoo,wil Evaliall Dixorroteril Ii a eftlprieering din­-q) Installation Tiots pnidocl sti be Installed in sold Corroplifflarl with as zopponAill Pooduct Evaluation 0,;Knol Ii a Ii,nMr*&Ong die*"), 4*" vAlh at tompontiontS noted Thei o1,D,JIA,I conopovorini ,bioll or o'l the tni iijke� AeLlm that produCITS reSpopoWe Pr�,Jixf Evol ...... Docurneel It a ovVineel dreiroorni LiMiltationS & Conditions of Use: LIl` "I fr'rL'L"�"JVPCA:%h'pl? Wlln Birld ar,,N�rdkinCrs with die roinkipcol PILArl Evaluation Dricurnerill (I e il,I:,,I I, : :, ,,ii i, � I,, nAted II All supportril III %nittiortno, pi hit, ,Jo,,4i)l*Il 11) III ad RLIPAINTlIfOutiOd 10.1i ilirld 1040 Oil 01 H ;,-W,� I Ill ��Slokd in this ProI ot HTsTNl anchor srhoolual f4ost struldolital conditions; whicth ate ritil #Iamonii�d t� Ii i IFT& product a jospecive kincitoi ,schotIrlt- Ithall tOp, a,�rjnw$ put On a site,spooki brodep by a FRilteil pirro4essi" singorkson oWl For"pornionts Whirl ale parmornionlikk Installed shag be proul ATjo,mt t1,,I,FNlir; crilikNointurfion arid other such damage, M all limaks This prodi him been designed for usewithlin and outside the Hilo Voilocri Hunic,atno Zoll IHVHZ) Kcsp�Lllilll% � , , , 'e.,., tir o"Itl ` "`r__*,_7_;_ - , , �', , . I — Frank Bennardo. III ENGuNEERiNE; ExpikilEce NIJIFINM6549:1 �'crt Auth 9835 ------*--'- — - _7 J 160 SW 17_­_i;t;kl SuiTe 106, Delpill BT�jli;, 11`��il 33442 . (954) 354-0660 1 (866) 396 9999 TIA"OE"Gitol INGE y Pokiss.C.oH, EINGIA111AINGFI(Slol l —mo it 114 0`1011- 11,11-11" � I I " —a-"', , 7 , � . �� , — - �, I I ­ Tj I A � " M 0. _-I L I I. _. __Jl - k � 1. I-- - � . , , - � � III I I A VVV �' I . I I I .. __ A - \ i� , X3, � I'll "'o V r 4 ,.L� ­�- . H, 0 _� � _r, 1_1 :�- I',;:- "I. - - J 1. *1 - A I., . . '.�Tul .N I V7,7 '/ / --.! � .. �DINTI /,d I — � - I , ........ 1-1.1 e:!�_ C.'t- , / - ��,� - , 1-111-1 ,..:. ­ , ,, I - .'jil t I , , . .. t­`:�j I / I i,M-,-,rg,q - I -.-, I , L ­1 ­;', I", I 4 _944w" , " .L I . - - , w - .t;� , O, 1, " j, - , " � � l'ol 1 I �1`11­11_1_ 1, I. - - - H C�,TL�R NFUNT �Cll 11, I ,�� - . - - _ - ,,.�tf.:� �Tkpl . , ,,:-. 1, i-It 'Il %, "i 1 "', I 1­1,� TU. � I,- I -I 11 on. IDN' 1.11 I. 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L", ,,_ F � ' � N 7,I;tW,* "I"T"'., " " I I I 'i ,6 I or "" j � _N.), 501 �, ,, ,4 CIF *L* ,I ,..--- r. ! C1 rtuoreArmim I ; � . I � _17j, li� i I ­�­',,ll I . 11 1. ____.1 - , lh­ I I ` i � 11 . ; � f 7, 1 —2-- I _L_ - � " I I� ,/ - lt�_ � 11�. - ` - � 1 11� ,/,. I I I I . � � . I I I � � 1 1�7. � � - "'.a ". "'I"'I , IT wo ,2, cc � 2.... Wool � : . . � � , � . I'll �i I , ; REOI I WALL-MQUballik WA"_AQ!1l ll �Gxj A a-1. ALTERNATIVE F-21W i l O I O i III 8,II I , SCALE 3/8.i* ! ""'Illn"IF ...... ,."', ,�� �� I . �11 I ,;11111 ,i��',,,�, - ­.' ,,�� � , I - __- —1.1--..... .�­ 1.11, . .- 1$ `\�ClElolst*%... I , - ..__ _�7 : U. 4 � Iti 15. 1`0,td 1LEill - . � , ol Dr 111ij, i, = . * � AT 1 .. . ,1A,,­I . , lt;i. ��t, , ,AIJ " TI)IR tol S = ., I I '. . I t'I F 1�, - Ri RE �Atri �,'- ll)t' I., - �, , - OAA L I-11,11 I I ,_ �:il.,'IE ll Te . Z , , , IIANELFALEFF(i 1-1, - P1, - - ,'z a ; t;tl - - , ,,, '. . 2. FOR NCO' IFOOD FRAI C0N!4f4,AC'l1)1i1 ADILILI 10 .., .. 4l � �' "' %v/ I AELIBLIAS ID BE. sci ti"j� I- ?, W, 'tfIlfjl 1',,� i '' 'i . ... �� ANSiry OF 05t OP i I L - _.__.____ _________ : ­­­­ - No-linottil A.,,sAAF?ul ,� , � ­ ­ � I 11 ------- -- ­ . I'LORIDA BUILDING CODE tMon High kill HL, ol zo,., 009. Tkil - 24 GAGE GALVANIZED STEEL STORM PANEL # I ZOM" or I--- -,-- - 11LIEC 01%, ", I I GLOBAL PROTECTION PRODUCTS. LLC. D?iv)l� I �.N mrnki�,N�.vioi�'WAWPVI �� .11. . I ­­� ___._ 1­1 .,I 11 ,ill. IF - . - - — __ , . . 1- "I.- .11 NI 21-175 �F% . 1-1 - I 11 . ...1- ­- _4;ll - ­71WI-1 - Oil - IL-10I ��-j _�oll _,?_� - _- A" `M'�' _ -11 ., -L L�_ �1`17. .j .----- 7 _:�7_-­T,;W-,- , ­1 - III, ,e . 14,­ 'T,_�_17_____,____­N _- _- _- ��____ -_----- ___ I�� 11 I - , �?___ __ - __ - "' ,I- - - , '. I 011i'll, ".. ,,,, I MAX01UM ALLOWABLE ,:4 L � I, . I 10 1 I, - . ALL AMERICAN SHu-FrERS AND GLASS I DFSTI PRFS&SURES� , _� 7-4, FIAT. I IAI,�I V �_ 71- ,�, 24ga GALVANIZED STEEL S70RM PANELS (HVHZ & III Hvill I NAW 44AIi-00, ,!o: � . � � � � � - ___ - 11 ,�, 4_­=A=­ _ � T, [,,, r4corni lN Clr�[!.',N liO4K.111.1LE � 4 , r4 DESIll Nl �. I . I I -1 VAIDTH )PILTMITIT'r, PTToTinvic nTTL ­toL(;AT5o f-DIF51 I I I I WTI,, I A I :Ij I � I C �. � , ­­ FOR USE Wri, THIS 5V5Tr"TY -'HAIA Lot Ill ITITISINtf, I ,,L� -, ,-, " -, " irITTIR 10 PANEL S;Al SEPARATE ENGRVEERINK� iNACCOWANCL Volill'i �­ A , 11, � GCV111I C0111 Pi I All RIM RIAWNTS, AS �1, �, i 5 " I " 1�. I INT I, OHN - OfilTERAINtil T,j il�WRZSI fil ;, , - - 0*1 0x,FSCE;ffl1Vf1.H0l ,, ,.r I ,!PI " ,_', , ,I I ,l "I JA,I)i IX ri-it, ROPi aLl ii. till I IE GHALL P E a.r,S THAN I I , , 4 V'Q F, TO IT IF XA47NIF Dil NEGAITiVE DiElil':N . �. % � . - , - - ��____ ­ � _ .. _ It"IT:'INA, 1. ,t� ,."L� 1`rIiAS`?1V)Ar1E,'AF`Arl I I VAL IJ I LIST A 1) AfkPilio I ANY nz'l -11 , I- - - - - - . � - - I _IAI 4111, 71 I I � 0,8EIFAII A% t'KIVILIN " � I I ! , I -4, r;,-N,j riw f -k: I F N I 1, 4 1, : ", , i,� I o � � I I I J I �, ,_,"I"', "i "�"' I GENERAL NOTES� !� 3, ry� 1, ; 19 - ,;41F.-I,11ol�IF A -t� "111k, I � ,,, ,� I 11 Y / i 1111h O, ILL Fi AlILDN K10 HELN DO, L CGIN W AW Sil IT FAA$ it ATr I , � �4� i , _- I A15,1,1LIFI 11,1,11�Elpl 1�111,lifl 111i 11111k FACII 6IJkLOAQ COLI , IN ,� � IT, I. - * 9 I. I gol q � j � W i , A A&, , A, SF "As bUR APID III ITS IIIF OF FIA E M it tz M. i,i I i 1�0 n tFI PLAN iiI E.', � zol. 4w Apno, ��6j Wr FAL;kri l I . __. - -,- - I? 701,� ` C0110 "ki %IIAI I VLYIE A1 'i 411, " I � .. F - , AID U)NFf,*M TO ALL UOII 611111-AIJI COLO A 11 O Will EN I A ,I1,14 ri� I i HA t � AT . I g APPI)i 011 TGN CIF I IT FAIA A !Y`0 N O OA L' ,TA TE * H T A TIN *1 A V A tlkl I T: r 0 A . z AritIMLINAL 6i OPT'Fol bFALFT­lrj�'tHrFPOOrj 'It t I "' , "" .1 Nr I)- I iN- I * I 01i lot 111; , "TAIIII I� �, Nji',I, IIAL 'IRON ,Itl IN TAVI, � - I, _k N � __ - ol`s'UA�I�L'A ,t'�',`TF`41"T`,r'�",jsINEfh Or REI FOR 'itte PACOW7 1 . pipe * -:a THIS DEST 4 Is I SlOs"ALL W RISeolisaLe " I _;11, I .A461TRIjW N Air 4 J J"Tro NVITH FOR Itil 5LIPPOILI WITSTITIFFItSIDITTKINAtHWAI I 11 I I I I I �, I 1*; / L0LVYKEPENM1T1IN<AitUN1JVl , . - __r . F. �� 11 MALL K CDCORUINA11110 'I, 11, a T , , � - ­1 ,,, I, ` 9 , 1p"A1rP0iS0`H`L10FA1`IY' "i "Oni `A,mZ;' r�l*"�r,I - rio"fifor"F"' striF ilil 1c,"IF4, OR - ` �( i " - , , �� I! flipirin". JVAA'TT MENCOLU ITIA AOtIl 11ul�rIji'llol L�� I .. 11 � IlLY-Ti Iff I I I I �0_,Nl A.5, ' , "", ve Fes Tell ' I - I RI`Q'D, I �1_ - - 5 Me Sole" VITT'doul help Fil i ;1 nol AN, ",�, NCI I 11 P0. I 111. 1Q � _- " l�' -1 1, - I ' Arl 11 INFORNATTIAN FDA ASKWITC 5M4 Foe AT"! 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I I VOL 'i "NNTRI!"ll INSTVIAl IIII.INICKPIPAtor"(110901to . . 4 " 7 . i 4 lk,� Ill "Amillp"t '�'Ikl pto,*10IFINDATIONS , � I., I, �L .. I IO ITHE, CIIT?Ar.TOKIbltnOON&MLEY�)I=TE�* pl-4,11i � g , � x I — __ I I j it , ", HEAI8EK6iTRDX U11,SIMILAANIVINERIALSTO PILL NT EUTO ROLY'll � I P , I ,, --.-.- _0N.11"(Fri.ill, 14 ENAISMIFER SEAL ALFRIKED HERETO VALIDATES S;TRLK'rVRAL tol A& I h . 2, t Fill I- SHOWN 011 USE Of THRIS SPEC.TFNATION BY CONTUCTOR. VI. 6 ,Z��Y`_ 11_��_- 1� I! � �. , , * ) _ I,,X,Al,�Nm,�, "i ,� .N'tioNNAITIes ,I . , 4 11 I INDL�MIR�a !1A6eSIiARHLES5 III 214GINEER. All ALLOCIST � I M� 14"Am 04TILMALIFFES A APIFIFILATF FEIIII AF�6ULFING FRDI4 KATTERIAL - - - - , TIL)P Wit FIT F"AICATI-I 11#51tell ill A CO"ST""TTOM 11"I THAT , I 11.11, i IIA �.Llcv Loil, a, II.K." IiT0000l "I'Dil t=coa AM I I A i ii I PE OmAil Of "I Full Iq � (CONN Ty 11 tiopol IF YJA " � I AS REQ'D) II .As _AI � pkkt�.VII .Fooll "ll) III Ar,fl I I I I i � � CEP'nPtCAIIC,M&l�,P"P'MMAttOM�AHELNULI 91; 36. A67TIFIRATIONZ FAIDEll c,R CYTHIN IFARM-21 70 '"M ��X OAI�,ST , � ____ e I I fi - .. Alt ll P Froki AND DAVALti ti :rOTTFICATill Il 7 7 g : 37 Iftli SHALL Of PEPKANENTO LABIFLIM III A Mlkn�Uoi it i .AVIL 01i, ;1 L vE�tvmviom�c,�jT�iNimcrHe�o�4ovoim�mFco�msi I YVIk I 0 III , I I I ii I-11 11-0 ALLA 14I ChLe'TfRqAFIDrLAr4 I I it COIFSTRJJ�TI WESTIPIALM BEA". R � I] ------. , � _10$1-1i I TAS Z03. Tol & I E!] U? 11 L. I _7W't � I. - i Dpr ... ,,l 5 I J, - ' � �, _ PW I I 0 A o 0 O(X'D" 'T3A' 71 4 A. CgA L I ON " A - wil, til - le I`T'1='1'1E`I I 111. � I I I 0 T,F�TF li� I WIA"LFRII :=:=:AcFAA,,o,,­A� "� , . . , G�,,�,.All,il I'll tJjr.� o"Oslieftli 20-31543 � i srmll I , , - �, � VILLI�.', A' Din 1 ���14 � _Ali 0 1`11C41RAN III ii�i . __ �� , - APWOP41AFE 'WAII T45LE1 - - ­ "' , ,_­ .- - -..-. --,----------.--- I VISIT IBCALCA01 , ----,-, � ","or, ll,�.I'll 7 � VERTICAL MOUNT ELEVATION I I 1! , , ''_! - I � �l II (NOTCHED PANELQ , ­77 it , , Ill- V,FILIUltir pQft*L;VXfALD1k I Et[ ,d.TtN , tI­1­­okeT`1_q.p0,pFMF `1 �I,� , , , ­ � ­ ­­ ___.______ I ' � L A ALI-OWABLE PANEL. SPAN St GjLASS3 SEPARATION SCHEDULE: - A TSA4jrA PAII '� , - , jM�W.yiikoi �F JF,.N4 ININ. I 11 � AFF I I 11 I- - 11! , 11 ! 1. IVI WINI, ZI IN - 4 % r 1-4 11 I AI F I ,- I I I �.. I , . , " .!I 1111A I .NTAAL�11.141 I INIIIIIIIII-111,ol I I ,-t ­­ i 0,A" TIC Abi -AAW �. ,AN Nol Afi , HAW I 1. - : .� t", I 6 M - : I : ,� 51, I �161 1� I - I ,,,, 1,161. _ - - FI i6A . 11 V. I I 11 I I'l, 1. ,III I Ili �,t A III, � Y' A L�, � �, I,, ,, Vill I "? 0 I Ii ,, '?Hlt�__ � .. - ­ _ I * , 5PAN SCHEDULE NOTES: _ - � C�OTF'RSP4145C"VOVLZS��11111-,Cr,AT�lE �,fr�irIj,l ,Ilt�t .&PIC FASTMERS'PACW. To LlFrIERIT11IF MF�P',Ii! �LIOIOTAAIJE ST04HPAI SPAN SCHEDII 21ALLI,'W;�ftJ IVIP 1 'F vizi. PI'ArrIVE will LPSS TIAAN I:1 (-Q F1 ',I � * 11,115411VI, DES14N i Ol I �' 11 1I FASII FILE 5ni ot&CLI 11, . I I , I im '.',ifJVIi ANI FTC.) USE I �tZ ..I.1 , l,"FIVER SPACING TABLE VALUES FOR I � � , I, ' I ' 0 ILI I INCLUDING WILD OUT To' � " " I ti:I.- l%7II1.�lArIoNW,wfENoLOADSIS F. E, I ,it,, 0TVk&AkYI$E USE NDI'7 HIGHFIF LOAD - GLASS SEPARATION NOTES: � I -DO f WITH Pi DESIGN M�IM�N At IL ­AIV, ol I Lol TO DETEF,ii % H , -3,IIABLE SFIFFARATtIC1,011 III 'HE OPENING TO BE PFIDII k St-MitDIFLIF 15 REQUIRED I USE WITH P05;TTVF LOAD$ I' rh I I "Of!"POLATION BETWEEN Looll ZIA, To0:Fo`T,8LE 0T.0"VNIV , , ,I 4k -, -.j­1,, � . 1 , , 1, III IT51DR 101 THIt INIIZAND OLIII 01 Ei I I I ,� 11 -1,1-1,Nt 1 ThOIJUI I t"943LASSSEP%RATION . . '� � �ARLEI AND NO HININI(AN SEINAAA11014 FROM 'HE 1 ,14 , - , "I I 10" I 4 IT � i:��I � __ - .. ihm,ITNI,­l I I I ''I'', I I'll, � ,,, - — 0, � ?- " - 11 .1 . . ­ - 1, ,. — r,! 1, x � 'I , .I A, �l I ii, . > 'I 4 ,,,, A 4, ;: ,�, M ftl E & i E il� N,q . ; It , 5 " ".. � � I x � 3T: C � �t 0 or ! Ill � I - , it ; i .1 " ll� � ? - - 1, ` L". "I' I14�1 1, �I'�l Q'I " I I - , -) -11TF!1' , (.0 ". 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VAN 4,,rArr �T I O�y 'r_ Al ,- r I I I I I At I , - 0 , A.I.M01M.1t I '110 I VIA , ",I I IN A. � -W , 14:1 �� AI, PD114 ri, b,AJIL, hL i 6 BkAt�., Rlt!,#Ilfir� i a i ,I I I I — : I AVA-�I,11011,1,N,.`�Ilrkl IIA�T ,,','Hif�tlk!!-Ir��,.A�tmf.NTI)O n4PFAi7,AoN1TX.Tl DAT,f � � 7lJtDFAFIr.11`V,A1*,­t NIHIF&J-11IIAn 7V.IJ,­IIi tl%W*FC940�Ar�(WOt;'IAI,�,��.T'I".#., . , I404I `t,IkE(JA4:oL1T ,WLT ML,1'fti , 1, I 1. 1� L:II'K It% �ITL.l l4ii I NIL, FINK 11��z 20-31543 1 .. W bFMCIi 7 :, ph,r,ll OCq,LV1?jViA1, Wtitirl il,U. to 1* AC."TP7.081 F �IGI:V. 'n I * Ii i , .1 '41AI , 0'1.,� UAIII OEMA�— "OAV.ar ,� rl-04" ";IlPf'.AA71D1i rol PenrootTil I Ut,t MW rf,� ,040,�A � Hi 1 I, I I - Angnm 7i 131"Itti I F4��4 , . -S ) , 4- - (LI (3) = il —M (1) a -0 > C) Il 0 Ill = (3) I— (3) I- 0_ = _0 0 (3) C:�L 0 L__ c: m -0 n - . - 0) -6- L) (3) -+.- Ill Q) -L- C: (3) =3 -0 M Ill -(z U) 0 -0 -- -0 C C L_ . -2 = L__ 0 (3.) 3: C = 0 --F-- U_ — l C) Cz 'a 0 M > Ill — � cr q) To— 0 S. 0_ , M ' k Q_ �­ -0 . C__ U) III a 4 z z W mi U) I " 0 (D (3) = M+W-i V4--j C.0 :D M > 0 L_ (/) 0_ cL k< (D -+-I 0 C =3 -0 M 0 3-- (gl 0 a L. U) M S. CO :3 � Lij :�E < :Z 2: < I 12- I _____ SHEET NO. -_ SH 1.5 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED 3)8" CEMENT PLASTER -------- 12 MIL DIRYLOK CMt I - MA",RY 81 OrK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF MASONRY WINDOW BUCK 2) SFALANITJOINT 5 ) SEALANT FROM INSIDE ED(' F OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ------- ATTACHED PER CODE 6) TOOLED SEALANT REOUIREMENTS BFA0 BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06 05 CMt) INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE. JAMB, SILL AND HEAD IN T Alt APPROVED SHEATHING APPROVED HOUSE WRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE ' SEALANT SOCKET WITH TOOLED APPROVED SEALANT SCIS 06 02 WINDOW F I N I NT F RFACF WI� I EXTRUDED SHOULDER WEATHER 14ESISITIVE EIARRIFR W A HE VE BARRIER & 1ARILY SECURE 00D FPAIAL�U146 i H EXTERIOR I SELF -ADHERED FLASHI', SHEATHING BY LAPPING DOWN OVER RIM JOIST AND U'' NALL BY 6 IN WEATHER RESISITIVE BARRIER �� FAL TOPS Of JOISTS - I INDER DECKING ��,EE DETAIL WP07) &D FLASHING HEAD FLASI-fiNG TIE-IN INSTRUXTIONS. 1. Cut, fold up & temporarily secure weather resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3 Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIERwpol I o© NO, BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING PRODUCTS DETAILS WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as in each detail that corresponds to the numbered items in the list of inStri-10011S 1)00W: 1 Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release On demand, embedded in tlje adhesive layer) - for ease of installation and to minimize Scoring cuts 5. Remove Lill ielease paper per standard installation instructions and adhere to substrate using piece of flashing material (6" x 6" g a Square IVIIIIII11LIfTI) 6. Fold as shown ny arrows 7. Angle of corner may vary, adjust folding of the flashing accoidin, fit tight to corner gly to 8. Mechanically fasten as neciessary WP04 r\ (' JOIST' SINGLE JOIST WOOD BEAM E: I -ADHERED SELF FLASHING SELF -ADHERED FLASHING DECK JOIST -ADHERED SELF FLASHING WP07 2x F RAMEWAL L TILE FINISH ---.--_,,. 1/2" WROCK 8" CMU 4" OR 8" CIVIL) (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD BED - VINYL SHOWER PAN A OPE SL WEATHER RFSISTIVF BARRII R 8F, LF- 4DHEPED FLASHING EXTERIOP DOOR WITH DECK - SECTION A LXILIR�Uk'�OiLAIHING 14"'- 1 " BE OF CC NSTR ADHE SIVE TO BE A �"PLIED UNDER THRESHOLD OF DOOR AND RE -TURN i IPJAMB 6" US: L I, IUID NAIL BRAND 01, L QUAL. WLA'1' H� R PROOF CAULKINC. SECTION -A (SEE DIET \IL SELF -ADHERED FLASHING SEAL TOPS ()F-,j )67S UNDER DECK;Ni" (SEE DE TAR M-1 17) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SFI.F.ADHFR U) > oca V-40 PER PLAN 7- 2 9 l-U'PER PLAN SHOWER SEAT 3"' MIN !SELF -ADHERED FLASHING OUTSIDE CORNER WP1 1 V_ WINDOW UNIT E 1 V N I V FLASHING RF DOOR ROUGH OPENING I SLOPE 0.3 in: 12.0 in R703A Gener Exterior walls shall provide the building MIT a weather -resistant exterior wall envelope. The exterior wall envelope shall (0.6 crn: 30.5 cm) '3/4"-I"BEAD OF CONS FR include flashing as described in Section R703.4, ADHESIVE TO BE A14" R: D UNDE H SELF -ADHERED FLASHING THRESHOLD OF DOOR AND 1 RETURN UP JAMB 6"' USF I I R7031 1 Water resistance. The exterior wall envelope siiail be designed and constructed in a manner that prevents the accumulation ofevater NAI,' E;RAN0 Oi-t L UUAL WL-.A I rat:la EM 1. FIN.XTERIOR PROOF CAULKING within the wall assembly by providing a water-resistant barrier, behind the exterior' cladding as required by Section R703.2 and a means of BUILDING PAPER draining to the exterior water that penetrates the exterior cladding. _e SELF-A01HERE I I I ASHING -4: WIRE LA'ih R7U3.2 Water- resistive barrier. One layer of No, 15 asphalt f0, free from holes and breaKs, complying w�th ASTM D226 for Type 1 felt or other �. �' � �1 ,, 77 SIJBFLOOR I I a roved water -I esistive barrier hall be a lied over studs or sheathin of all exterior walls No 15 as halt felt shall be a lied hoc i ontall COWINUOUS BACKER ROD & SEALANT p pp g p pp y, with the upper layer lapped over the lower layer riot less than 2 inches. Where joint,,; occur, felt shail be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation 111",11'LiCtions. The No.15asphalt RIM JOIST felt or other approved iv,a ter- resistive bamer mater,al shall be c'.ontinuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requiren'tents of the exterior wall envelope as described in Section R703.1 R703.7 3 Water -resistive batche-is ',."Vatei-resislive i)airieis shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall Include a Mvater-If,:>sistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper The individual layers shall 13e !nstalied Independently penderitly such that each layer provides a separate continuous plane and any flashing (installed in accordance wit-i Section R703.4) intended to drain to the water -resistive barrier is directed between the layers SELF -ADHERED FLASHING WP0CEMT. FINISH SILL) POTSHELF/ CHININEY SHOULDER WP03 Exception: ..Vher'e the. water -resistive, barner that is applied over, ,vood-based sheathing has a water resistance 2 equal to oi greater than that of 60-minute Grade D paper and is separated from the stucco by art intervening, MECHANICALLY FASTEN IF RUB81FR17FID RUBBERIZED ASPHALT substaritiaily nonwater-absorbing layer or designed drainage space. --INSTAU.��FIF Aoilf RED THROUGH IN CORNERS ASPHALT ADHESIVE ADHESIVE FLASHING JAMB & HEAD THROUGH SELF -ADHERED R703.4 Flashing, Approved metal flashing, vinyl flashing seif-adhered membranes and mechanically attached flexible flashing shall be applied FLASHING,SLE FLASHING -SELF-ADHERED FLASHING--",, shingle-fashiort or III accordance with the nTaI)LIfaCtUrE`.CS 11"ISIII'LlCtions Metal flashing shall be corrosion resistant FIuid-apphed membranes FLANGED VVINCIOW (SEE DE TAIL-er's instructions. All flashing shall be applied in a manner to prevent the VV; I used as flashing shall be applied in accoidance vvith the manufactu( SCORED entry of water into the wall cavity or penetration of water to the building structural framing components RELEASE PAPER Self -adhered membranes Used as flashing shall comply Nilh AAMA 711. All exterior fenestration products shall be sealed at the juncture with 103 - AST M C920 Class 25 Grade NS ci� greater for proper loint expansion and I r AI>HE f-) I A%HINI, (BEFORE FOLOV4G, SCOW the building wall with a sealant complying with AAMA 6 or RELEASE PAPER TO EXPOSE EXTEND A MINIMUM 0" AO,'F-Nf AS S 01CWN) contraction. ASTNIC1281, AANIA 812, or other approved standard as appropriate, for the type of sealant. Fluid -applied membranes Used as VERTICALLY FROM BOTI OM OF flashing in exterior %valls shall comply with AAI`AA 714 The flashing shah extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the follovving location,. 1. 1-Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section'703 2 for subsequent drainage. I'vlechanicaily attached flexible flashings shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 2 follovk i -I 1 1 The fenestration manufacturer's Installation and flashing instructions, or for applications not addressed in the fenestration manufacturer's InStTUCtiOnS, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details are (4) n- provided, provideo, pan flashing shah be Installed at the sill of exterior window and door openings Pan flashing shall be sealed oi- ( sloped in Such a manner as to direct water to the surface of the exterior wail finish or to the vvater resistive barrier for subsequent 2 11 drainage openingS Using pat) flashing shall incorporate flashing or protection at the head and sides. 78 S' 1.2 1-2 In accordance with the flashing design or inett-od of a registered design professional SELF -ADHERED FLASHING 1,3 1.3. In accordance with other approved methods. WP05 INSIDE CORNER WP06 1A In accordance with FMA/AANIA '100, FMA,, AAP,,lA 200, FNIA/WDMA 250, FMA/AAMA' WDIVIA 300 or FMAIAAMAiWDNIA 400. 2.2.At the inters(,Iction of chimneys or other masonry construction vvith frame or stucco walls, with projecting lips on both sides under Stucco copings 3.3.Under and at the ends of rnasoni y, wood or rretal copings and sills. 4.4-Continuously above all projecting A,00d trim 5 5-Where exteri0i porches, decks or stairs attach to a wall c)r floor assembly of woad -frame construction 6.6.At wall and roof intcrsoctions. 7_1 Water Resistant Barnet 7.7.At built-in Qutters :LF-ADHERED FLASHINrl JCH flF-RED Ft ASHIN(I 2,� 4 WP08 A Lath Sheathing 4 Stucco A 44 Foundation Wall. =OUNDATION WEEP SCREED STRIP OF SAF DRAINN-31T PLANIF WRB BOND BREAK WRB Si LATH WRAP DP WRB ONTC THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER FAZA11. THIS GAP IS A RESULT Of NATURAL SHRINKAGE, DO NOT GRIP SCREED PLASTIC ACCESSOPY SOFFIT/CANTILEVER. THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WAI -ERPROOFING METHODSTO BE USED. 7/8"Cernent Plaster In accordance with ASTMC926 V -ell backed metal lathe in accordance AS T M C' 1 '06 Wilk I Building Paper % sheathing Wirl) WP09 Weep Screed Installpd As Per LEGEND SELF ADHERED FLASHING (SAF) -0 ------ DPAINA(517 PLAINir MP) WrATFIFRA RE51',TANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER- SFI,F FURRING (SF) LATH PI ASTER ACCLESSORY SHEA I 10JG,'C)SB', Pt YWOOD, DLNSGLA-;,; - kSTF'RSTOP �A) h� TNlifsl IS BACK FR Pill') EALANT MEN'lilioUs FINISH wTURAL VRAWN�, I UI IAL EiHEA THI W!� OF RAF IAGE PLANE WRB BRFAKWHR tH WP10 Cement in accordrince with AST(X� '):)6 over woo6 T floor ...... ... Manufact Specs. Maintain Bottom of vveerl screed 1 /2" to 2" Above Roof Sheathing P8" CefTlent Oastei in accordance with ASTMC926 Felt backed metal Lithe in accordance with ASTMC1063 building Paper 7/1 O.S.B. h iinn 2 2023 Inc. Virtual Revi . completedAssist. and approved Plans Review BC 7th Editio with the 2020 F tv rcompl,onte ebra _-*KAM 0; similar- cauk bottom x� joint only \ -- Weep Screed Installed As Per Manufact Specs. " - --- --- Note: The building paper and metal lath must be installed over the top of the weep scr eed. WEEP SCREED DETAIL wCAI F : NO f '(--) SCALF 1 (,ementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sine. caulk for all (All > C_ Q (Z) 0 =3 U C: 0 0 L_ CIO -0 C: co 0) -0 0 0 C- 0 - 0 - U_ cu 0 Ca Q C13 > -0 E 0" C/) CU C= U) < (n _1110-0 > 0 Q_ 0 =3 _0 0 L_ Cn M LLJ Z < __J CL SHEET NO. WP1 60 v TAPE EDGE OF HEAD WALL FLASHING STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP) WALL SHEATHING PER PLAN — SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED -- WEEP SCREED--_---^ CONT SELF ADHERED FLASHING TURN 3" UP WALL- 18 GA HEAD WALL FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT SHINGLE ROOF PER SPECS — ROOF UNDERLAYMENT TO TURN UP WALL MIN 8 ROOF SHEATHING PER PLAN NOTE: ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL Muffel TAPE EDGE OF HEAD WALL FLASHING STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED ---- HEAD WALL TRIM FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT CONT SELF ADHERED FLASHING TURN 3" UP WALL, CONT BUTYL TAPE SEALANT PER MANUFACTURER INSTALLATION INSTRUCTIONS 'Z' CLOSU STANDING SEAM METAL ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN n_ 1 r_nn `v 9 z 2 HEAD WALL M 2_�11%\� STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP "Al SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED TAPE EDGE OF COUNTER FLASHING WEEP SCREED COUNTER FLASHING CONT SELF ADHERED \� FLASHING TURN 3" UP WALL---� \\ SHINGLE PER SPECS STEP FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT---- ROOF UNDERLAYMENT TO TURN UP WALL MIN 8" ROOF SHEATHING PER PLAN NOTE: ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP; TAPE EDGE OF RAKE WALL FLASHING WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED--- — RAKE WALL STEP FLASHING TO EXTEND MIN 8" BEYOND UNDERLAYMENT FIELD BEND PANEL UP 1 1/2" CONT BUTYL TAPE SEALANT 7PER MANUFACTURER INSTALLATION INSTRUCTIONS t21[yF-i1411: STANDING SEAM METAL ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP WALL MIN 8"—,-- %` ROOF SHEATHING NOTE: PER PLAN ALL LATH AND LATH ATTACHMENTS TO BE CONT SELF ADHERED OUT OF CORROSION FLASHING TURN 3" UP WALL -RESISTANT MATERIAL HEAD WALL FLASHING REQUIREMENTS R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE TAPE EDGE OF HEAD SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. O O U WALL FLASHING N OO L FIBER CEMENT SIDING R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED FIBER CEMENT SIDING PER ELEVATIONS AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER O Q O, PER ELEVATIONS WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE C= Cu -p n- WALL SHEATHING PER PLAN EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO .� U j THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. WALL SHEATHING PER PLAN O Ca Cu in SHINGLE WATER O V ,� SHINGLE WATER o0 RESISTIVE BARRIER R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM c 2 2 'm N RESISTIVE BARRIER OVER FLASHING HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED 0 Q C 0 ?� OVER FLASHING WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL O LL TAPE EDGE OF COUNTER EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE O ''-� `*Cu — FLASHING UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE .N "p O O O STARTER STRIP O L JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED to (D i ++CD CONT SELF ADHERED STARTER STRIP MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE Cu 4O d FLASHING TURN 3" UP WALL COUNTER FLASHING BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT I— -0 OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS 18 GA HEAD WALL FLASHING CONT SELF ADHERED TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING TO EXTEND MIN 8" BEYOND FLASHING TURN 3" UP WALL APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL UNDERLAYMENT ENVELOPE AS DESCRIBED IN SECTION R703.1. z SHINGLE PER SPECS SHINGLE ROOF PER SPECS R703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE c0 STEP FLASHING TO INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED ROOF UNDERLAYMENT TO EXTEND MIN 8" BEYOND SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A _Z TURN UP WALL MIN 8" UNDERLAYMENT z PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER ROOF SHEATHING ROOF UNDERLAYMENT TO PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN PER PLAN TURN UP WALL MIN 8" tO ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE "v "v BARRIER IS DIRECTED BETWEEN THE LAYERS. ROOF SHEATHING PER PLAN `'' EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER WOOD -BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER �— THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPARATED FROM THE STUCCO BY AN INTERVENING SUBSTANTIALLY NON -WATER -ABSORBING LAYER OR DESIGNED DRAINAGE SPACE. R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RAKE WALL HEAD WALL RAKE WALL INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE R F T WALL - H I N LET In I N ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. W P 12 311= 1 1_011 SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH MMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 TAPE EDGE OF HEAD GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, WALL FLASHING ASTMC1281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR FIBER CEMENT SIDING WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE FIBER CEMENT SIDING PER ELEVATIONS OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE PER ELEVATIONS FOLLOWING LOCATIONS: TAPE EDGE OF RAKE WALL FLASHING 1. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW WALL SHEATHING PER PLAN AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL WALL SHEATHING PER PLAN FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 SHINGLE WATER SHINGLE WATER FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS RESISTIVE BARRIER RESISTIVE BARRIER SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OVER FLASHING MIN 8" OVER FLASHING MIN 8" OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: a0 STARTER STRIP �� STARTER STRIP 00 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING RAKE WALL STEP FLASHING TO INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE EXTEND MIN 8" BEYOND FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH HEAD WALL TRIM FLASHING UNDERLAYMENT THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING TO EXTEND MIN 8" BEYOND INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE UNDERLAYMENT FIELD BEND PANEL UP 1 1/2" INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT CONT SELF ADHERED CONT BUTYL TAPE SEALANT PER WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER FLASHING TURN 3" UP WALL MANUFACTURER INSTALLATION RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN INSTRUCTIONS FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD CONT BUTYL TAPE SEALANT PER AND SIDES. MANUFACTURER INSTALLATION 'Z' CLOSURE INSTRUCTIONS 00 _ 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A 00 STANDING SEAM METAL 00 REGISTERED DESIGN PROFESSIONAL. 'Z' CLOSURE ROOF PER SPECS 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS. STANDING SEAM METAL 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA ROOF PER SPECS ROOF UNDERLAYMENT TO 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400. TURN UP WALL MIN 8" 2.2 AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH ROOF UNDERLAYMENT TO PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. TURN UP WALL MIN 8" 3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL ROOF SHEATHING ROOF SHEATHING COPINGS AND SILLS. PER PLAN PER PLAN 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A CONT SELF ADHERED WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. FLASHING TURN 3" UP WALL 6.6 AT WALL AND ROOF INTERSECTIONS. RAKE WALL HEAD WALL RAKE WALL 7.7 AT BUILT-IN GUTTERS. ROOF TO WALL - STANDING SEAM ROOF T SIDING THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL WP 14 3If-1 1_011 WP 5 FLASHING AND WATERPROOFING METHODS TO BE USED. Virtual Review Assist. n' roved Plans Review completed and for comp app fiance with the 2020 FBC 7th E n by Debra Anne Klahr PX230 Cn ICU a) 0 L SHEET NO. WR2.0 STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP WALL SHEATHING PER PLAN SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCREED -- WEEP SCREED HOLD 1/4" AIR GAP BETWEEN WEEP SCREED AND FLASHING------ COUNTERFLASHING CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL FLASHING PT 1X10 BLOCKING CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING CEMENT MORTAR TILE ROOF PER SPECS ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 8" ROOF SHEATHING PER PLAN 11= 1 1_ni1 311= 1 1-011 WALL SHEATHING PER PLAN STUCCO ON FRAME - 7/8" 3-COAT SAND FINISH STUCCO ON SELF FURRING LATH ON 2- LAYERS OF WATER RESISTIVE BARRIER COMPLYING WITH ASTM E2556, TYPE 1 (TYP SHINGLE WATER RESISTIVE BARRIER OVER WEEP SCRE WEEP SCREED HOLD 1/4" AIR GAP BETWEEN WEEP SCREED AND FLASHING— CONT SELF ADHERED FLASHING TO LAP FLASHING AND TURN 3" UP WALL PT 1X BLOCKING COUNTER FLASHING 0o PAN FLASHING 6" MIN----___, ROOF UNDERLAYMENT TO TURN UP BLOCKING MIN 6"---_ CONT SELF ADHERED FLASHING TURN 3" UP BLOCKING TILE ROOF PER SPECS---- '' 2X NAILER SECURELY FASTENED TO DECK — ROOF SHEATHING PER PLAN ---- NOTE: ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL HEAD WALL : ROOF PER SPECS AYMENT 3LE OVER 3E iEATHING N 3E FASCIA HERED WRB TO : OVER WRB ON :LOW kCKER ROD SLANT 'J' MOULDING 'F BRAKE METAL ON FRAME - 7/8" SAND FINISH STUCCO FURRING LATH ON 2- OF WATER RESISTIVE COMPLYING WITH 556, TYPE 1 (TYP) IEATHING PER PLAN FLASHING REQUIREMENTS FIBER CEMENT SIDING R730.1 GENERAL. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A PER ELEVATIONS WEATHER -RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE 006 N 4­0 SHALL INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. -0 > 0 WALL SHEATHING PER PLAN WALL SHEATHING PER PLAN 2 0 R703.1 .1 WATER RESISTANCE. THE EXTERIOR WALL ENVELOPE SHALL BE DIMENSIONED SHINGLE WATER RESISTIVE AND CONSTRUCTED IN A MANNER THAT PREVENTS THE ACCUMULATION OF WATER Q O 2 BARRIER OVER FLASHING FIBER CEMENT SIDING WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTANT BARRIER BEHIND THE cu -0 �— PER ELEVATIONS EXTERIOR CLADDING AS REQUIRED BY SECTION R703.2 AND A MEANS OF DRAINING TO CD THE EXTERIOR WATER THAT PENETRATES THE EXTERIOR CLADDING. -� V .� +- STARTER STRIP Cc �'< <L3 SHINGLE WATER RESISTIVE (D BARRIER OVER FLASHING R703.2 WATER RESISTIVE BARRIER. ONE LAYER OF NO.15 ASPHALT FELT, FREE FROM HOLD 1/4" AIR GAP HOLES, COMPLY WITH ASTM D226 FOR TYPE 1 FELT OR OTHER APPROVED O O_ O BETWEEN SIDING AND STARTER STRIP WATER -RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL O O O L.L cu FLASHING HOLD 1/4" AIR GAP EXTERIOR WALLS NO. 15 ASPHALT FELT SHALL BE APPLIED HORIZONTALLY, WITH THE O Oco0 UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES. WHERE .� O COUNTER FLASHING BETWEEN SIDING AND E FLASHING JOINTS OCCUR, FELT SHALL BE LAPPED NOT LESS THAN 6 INCHES. OTHER APPROVED to O L ++ Q CONT SELF ADHERED FLASHING TO MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE WATER -RESISTIVE 0 Q LAP FLASHING AND TURN 3" UP WALL CONT SELF ADHERED FLASHING TO BARRIER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE NO.15 ASPHALT FELT F— -0 V) �C LAP FLASHING AND TURN 3" UP WALL OR OTHER APPROVED WATER -RESISTIVE BARRIER MATERIAL SHALL BE CONTINUOUS FLASHING TO THE TOP OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING 10 PT 1X10 BLOCKING— PT 1X BLOCKING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1. CONT SELF ADHERED FLASHING OOUNTER FLASHING TURN 3" UP BLOCKING R703.7.3 WATER -RESISTIVE BARRIERS WATER -RESISTIVE BARRIERS SHALL BE IoN_ .9 PAN FLASHING 6" MIN INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED CEMENT MORTAR SHEATHING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A ROOF UNDERLAYMENT TO PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. THE TILE ROOF PER SPECS TURN UP BLOCKING MIN 6" INDIVIDUAL LAYERS SHALL BE INSTALLED INDEPENDENTLY SUCH THAT EACH LAYER ROOF UNDERLAYMENT TO CONT SELF ADHERED FLASHING PROVIDES A SEPARATE CONTINUOUS PLANE AND ANY FLASHING (INSTALLED IN TURN UP BLOCKING MIN 8° TURN 3" UP BLOCKING ACCORDANCE WITH SECTION R703.4) INTENDED TO DRAIN TO THE WATER -RESISTIVE BARRIER IS DIRECTED BETWEEN THE LAYERS. ROOF SHEATHING TILE ROOF PER SPECS \ PER PLAN EXCEPTION: WHERE THE WATER -RESISTIVE BARRIER THAT IS APPLIED OVER 2X NAILER SECURELY WOOD -BASED SHEATHING HAS A WATER RESISTANCE EQUAL TO OR GREATER FASTENED TO DECK THAN THAT OF 60-MINUTE GRADE D PAPER AND IS SEPARATED FROM THE STUCCO BY AN INTERVENING SUBSTANTIALLY NON -WATER -ABSORBING LAYER OR ROOF SHEATHING DESIGNED DRAINAGE SPACE. PER PLAN R703.4 FLASHING. APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RAKE WALL HEAD WALL RAKE WALL INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ROOF TO WALL -BARREL TILE TO SIDING ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. W P 311- I 1_019 SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH MMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTMC1281, MMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: 1. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH MMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 1.1 THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PLAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN l FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD 5 AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3 IN ACCORDANCE WITH THE OTHER APPROVED METHODS. 1.4 IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400. 2.2 AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3.3 UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4.4 CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5.5 WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6.6 AT WALL AND ROOF INTERSECTIONS. 7.7 AT BUILT-IN GUTTERS. ARE GENERIC AND MEANT TO SHOW LS WP 18 THESE FLASHI GI AND WATERPROOFING METHODS O BEUSED. GENERAL pL 21 2023 Virtual ReviewtAssist, ed approved Plans Review camp e with the K ahU FBCPX23Ith 00 �ddion ,or comphyfiance OeW Anne CD C� ca O L CL IL Q U O L n Mcu W SHEET N0. WP 211