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HomeMy WebLinkAbout36500 Smithfield LnA: ' ABBREVIATIONS GENERAL NOTES VERSION CHANGES INDEX OF DRAWINGS ABV -ABOVE MLDG -MOULDING THE FOLLOWING TECHNICAL CODES SHALL APPLY: VERSION DESCRIPTION OF CHANGES SHT NO: TITLE N AFF -ABOVE FINISH FLOOR MNT - MOUNT OR MOUNTING 1.0 PLAN REVISIONS CS COVER SHEET AHU - AIR HANDLER UNIT MO - MASONRY OPENING Al FOUNDATION PLAN A/C - AIR CONDITIONING MUNT - MUNTINS 2020 FLORIDA BUILDING CODE RESIDENTIAL, PLUMBING, MECHANICAL, FUEL GAS, 2.0 TRUSS CONNECTOR REVISION A2 FLOOR PLAN a ALUM - ALUMINUM # -NUMBER ENERGY EFFICIENCY, ACCESSIBILITY, AND NFPA 70 NATIONAL ELECTRICAL CODES 2017 A3 ROOF FRAMING PLAN AT - ALUMINUM THRESHOLD OC - ON CENTER 3.0 FLORIDA BUILDING CODE 7TH EDITION (2020) UPDATE A4 ROOF PLAN 'n AB - ANCHOR BOLT OGD - OVERHEAD GARAGE DOOR 2020 FBC PLUMBING RESIDENTIAL SECTION 604 4.0 GAS FIXTURES ADDED' LO " O AVG -AVERAGE OPNG - OPENING 1. TANK TYPE WATER CLOSET VOLUME A5 EXTERIOR ELEVATIONS , N' • • ��� ; 1.6 GALLONS A6 FLOOR ELECTRICAL PLAN SNO STRUCTURAL NOTES ;; '4 o Q BFE -BASE FLOOD ELEVATION OPP -OPPOSITE �?,' BM -BEAM OPT -OPTIONAL BLK -BLOCK OH - OVER HANG 2. WATER -FLOW RATE. SN1 STRUCTURAL NOTES 0 BLDG - BUILDING OH CABS- OVERHEAD CABS S3M FOUNDATION DETAILS , a w BRD -BOARD PNT -PAINT FINISH S4 FRAME WALL DETAILS PUBLIC FACILITIES LAV 0.5 G.P.M. ' g BRG -BEARING PTD -PAINTED PRIVATE FACILITIES LAV 2.2 G.P.M. .� c� S5 ROOF FRAMING DETAILS c' O BTM -BOTTOM PED -PEDESTAL SHOWER HEADS 2.5 G.P.M. o SS RETRO FIT DETAILS ' a ,y 0 ; , • lY BUC - BUILT UP COLUMN PERF -PERFORATED S11 PRECAST DETAILS,..` CAB - CABINET PLT -PLATE 3. ALL PLUMBING WATER LINES • CD - CONSTRUCTION DOCUMENTS PLYWD - PLYWOOD TO BE CPVC S12 PRECAST DETAILS w CLG - CEILING PKT -POCKET PA1.0 PRODUCT APPROVAL p CLG HT - CEILING HEIGHT LB -POUND VTR LOCATIONS ARE APPROXIMATE AND MAY CHANGE DUE TO PA1.1 PRODUCT APPROVAL Q CEMT - CEMENTITIOUS PSF - POUNDS PER SQUARE FOOT JOBSITE CONDITIONS PA1.2 PRODUCT APPROVAL CL - CENTERLINE PSI - POUNDS PER SQUARE PA1.3 PRODUCT APPROVAL COL - COLUMN PT - PRESSURE TREATED THE FOLLOWING SHALL COMPLY WITH THE 2020 FBC RESIDENTIAL PA1.4 PRODUCT APPROVAL CONC -CONCRETE PB - PUSH BUTTON CODE PA1.5 PRODUCT APPROVAL CMU - CONCRETE MASONRY UNIT REF - REFRIGERATOR CONST - CONSTRUCT OR CONSTRUCTION RECP -RECEPTACLE Q PORCHES AND BALCONIES SH 1.0 HURRICANE SHUTTERS CONT - CONTINUOUS OR CONTINUES REINF - REINFORCING CHAP. 3 SH 1.1 HURRICANE SHUTTERS .> ' o u CTR -CENTER REQD - REQUIRED SH 1.2 HURRICANE SHUTTERS m M 0 m CJ -CONTROL JOINT R/A - RETURN AIR Q HANDRAILS - CHAP. 3 SH 1.3 HURRICANE SHUTTERS D i3 2 u it DP - DEEP OR DEPTH RO - ROUGH OPENING SH 1.4 HURRICANE SHUTTERS V -0-0- s M DTL - DETAIL RS - ROUGH SAWN Q GU,�RDRAILS - CHAP. 3 SH1.5 HURRICANE SHUTTERS E u DIA -DIAMETER SC -SOLID CORE WP1.0 WATERPROOFING DETAILS p w 8 o Q DIM - DIMENSION SCP -SCUPPER Q STAIRS - CHAP. 3 U t7 DISCON - DISCONNECT SCRN -SCREEN to w s1" DW - DISHWASHER SIM - SIMILAR , �Y i ao M v, DR -DOOR SHLVS -SHELVES Q CHIMNEY & FIREPLACE0 CO DBL - DOUBLE S/R - SHELF & ROD CHAP. 10 DWG - DRAWING SH - SINGLE HUNG WINDOW s7 a EA -EACH SGD - SLIDING GLASS DOOR Q EGRESS WINDOWS J� ELEC - ELECTRICAL SPECS - SPECIFICATIONS CHAP. 3 ELEV - ELEVATOR SQ FT - SQUARE FEET EQ -EQUAL SQ IN - SQUARE INCH 5. ALL OPENINGS SHALL COMPLY WITH 2O20 FBC RESIDENTIAL WIND LOADS AS STATED �IA, EQUP - EQUIPMENT STD -STANDARD BELOW. ATTACHMENTS OF WINDOWS, DOORS, SLIDING GLASS DOORS AND O.H. EXP JT - EXPANSION JOINT STL -STEEL GARAGE DOORS ARE TO DELEGATED THE MANUFACTURER OF THESE ITEMS. THE canEXT - EXTERIOR STRUCT -STRUCTURAL MANUFACTURER OF THESE ITEMS SHALL SUBMIT ATTACHMENTS FOR SITE FIN FLR - FINISHED FLOOR TEMP -TEMPERED INSTALLATION. FIN - FIN THK - THICK OR THICKNESS EW - EACH WAY TB - TOWEL BAR SEE ATTACHED SPECIFICATION SHEETS FOR MANUFACTURERS DESIGN CRITERIA FG - FIXED GLASS TOC - TOP OF CONCRETE AND INSTALLATION METHODS FOR WINDOWS, DOORS, SLIDING GLASS DOORS, FD - FLOOR DRAIN TOM - TOP OF MASONRY OVERHEAD GARAGE DOORS, AND ROOFING. FE - FIRE EXTINGUISHER TOP - TOP OF PLATE FLR - FLOOR TP - TOILET PAPER HOLDER FLOUR -FLUORESCENT TYP - TYPICAL 6. ALL DOORS INTERIOR & EXTERIOR ARE 6'-8" UNLESS OTHERWISE NOTED ALL FTG - FOOTING LINO - UNLESS NOTED OTHERWISE SHOWER ENCLOSURES TO BE TEMPERED GLASS ❑ w w ° FR DR - FRENCH DOOR VAC -VACUUM LU z GALV - GALVANIZED VAL -VALANCE 7. ALL WINDOWS WITHIN 24" OF DOORS (INTERIOR & EXTERIOR) AND WITHIN 18" OF FLR � (D Ll.l J ° 3 LL U ° J O TO BE TEMPERED GLASS. (SECTION R308) Q ° o o it o o m ° Z GA -GAUGE VERT -VERTICAL Q— a x Z o Z o° a a GB -GRABBAR VIF -VERIFY IN FIELD ~O ��av�wwwcn��Q°12 GFI / GFCI- GROUND FAULT CIRCUIT INTERRUPTOR VTR - VENT THROUGH ROOF DIMENSIONING: Q Z 0 a¢ ° w ¢ 0 z w z o w o o a GWB -GYPSUM WALL BOARD WC -WATER CLOSET a o c ° ~ o ° ¢ a a GYPBRD - GYPSUM BOARD WH - WATER HEATER A. DIMENSIONS INDICATED ARE TO: HD - HEAD WL - WIND LOAD A.1. CMU WALL: OUTSIDE FACE OF WALL HVAC - HEATING, VENTILATING, AIR CONDITIONING WP - WEATHERPROOF A.2. INTERIOR FRAMED WALLS: PLAN WEST (OR PLAN NORTH) FROM FACE OF HT - HEIGHT WWM - WELDED WIRE MESH CORE -STUD HB - HOSE BIB W - WIDE OR WIDTH A.2.1. DIMENSIONS ARE NOT FROM ELEMENTS ATTACHED TO CORE STUD - I.E. O HC -HANDICAP WDW -WINDOW FURRING\ O INSUL - INSULATION W/ - WITH A.3. EXTERIOR FRAMED WALLS: TO OUTSIDE FACE OF STRUCTURAL CORE -STUD Z CV INT - INTERIOR WD -WOOD A.4. WINDOW OPENINGS: O LV LVL -LAMINATED VENEER LUMBER I­_A.4.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING LT - LAUNDRY TUB (n D ti LGT - LIGHT A.4.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING � � O MAX - MAXIMUM A.5. DOOR OPENINGS: (p O MATL - MATERIAL A.5.1. CMU WALLS: TO LEFT SIDE OF ROUGH OPENING 0 i. M O MFR -MANUFACTURER A.5.2. EXTERIOR FRAMED WALLS: TO CENTER OF OPENING Q (n M � MECH - MECHANICAL A.5.3. INTERIOR FRAMED WALLS: ADJACENT TO SIDE WALL: 5" RETURN MEASURED a- MTL - METAL FROM THE FINISH FACE OF ADJACENT WALL TO INTERIOR FACE OF DOOR ti" MC - MEDICINE CABINET FRAME Q W Q L~ MIN - MINIMUM A.5.4. INTERIOR FRAMED WALLS: AWAY FROM SIDE WALLS: DIMENSIONED TO CENTER I— W a M OF DOOR X 0- 'r'- A.6. SPECIAL AND CODE REQUIRED CLEARANCES - AS INDICATED ON PLANS OR FINISH Q >- Q 00 SURFACE TO FINISH SURFACE Z U H SYMBOL LEGEND . A.6.1. EXAMPLE: 3'-0" CLEAR INSIDE FINISH FOR ADA TRANSFER SHOWER LU z B. ALIGNMENT OF WALLS AND FINISHES AS SCHEDULED SHALL BE STRAIGHT, TRUE AND LLJ �O PLUMB. J A = STAIR CALL OUT HEIGHT OF SHEET NUMBER O —STEP DOWN C. THE PRIORITY FOR PROJECT DIMENSIONS SHALL BE IN THE FOLLOWING ORDER: (p 1 INT ELEV NUMBER C.1. CODE MINIMUM - MAXIMUM DIMENSIONS AND CLEARANCES It FOOTING CALL OUT - STEP DOWN ARROW SHOWS C.2. LOAD BEARING CONCRETE MASONRY UNIT WALLS AC SEE FOOTING CALLOUT DIRECTION OF VIEW C.3. FRAMED WALLS EXTERIOR SCHEDULE ARROW SHOWS INTERIOR ELEVATION CA. FRAMED WALLS INTERIOR = KEYNOTE CALL OUT DIRECTION OF VIEW MARKER C.5. DOORS AND WINDOWS 1 D. FLOOR ELEVATIONS ARE INDICATED TO THE FACE OF THE STRUCTURAL SLAB - ELEV NUMBER UNLESS OTHERWISE NOTED A9 ARROW SHOWS PRE -CAST LINTEL CALL SHEET NUMBER DIRECTION OF CUT E. VERTICAL DIMENSIONS ARE INDICATED FROM THE FLOOR ELEVATION TO THE FACE CD= OUT - SEE LENTEL EXTERIOR 1 OF MATERIAL AT THE DIMENSION POINT - UNLESS OTHERWISE NOTED SCHEDULE ELEVATION MARKER Al SECTION NUMBER F. CEILING HEIGHTS ARE INDICATED FROM THE FLOOR ELEVATION TO FACE OF THE 1 SHEET NUMBER STRUCTURAL MATERIAL ABOVE AS SCHEDULED ---ELEV NUMBER G. DIMENSIONS SHOWN ON THE DRAWINGS SHALL INDICATE THE REQUIRED SIZE, LLEDGER CALL OUT - EDGER SCHEDULE SEE 4 A15 SHEET NUMBER CLEARANCE AND DIMENSIONAL RELATIONSHIP BETWEEN PROJECT SYSTEMS AND LOCATION OF CUT COMPONENTS - DIMENSIONS SHALL NOT BE DETERMINED BY SCALING THE r----ARROW SHOWS DRAWINGS. 3 DIRECTION OF VIEW MULTI VIEW INTERIOR SECTION ELEVATION MARKER MARKER O 0 0 N N O O RECEIVEL M N N N � M � O 4- N o0011ll MAR 2 9 2023 0 z U) NLO;-N�iiil LO d. MAR 2 5 2023 1 Z ZZ aw O �--+LEM= N NA Mo W W 00 V ()(-)U)i= ow> Virtual Review Assist. Inc. o Plans Review completed and approved Z w a- for compliance with the 2020 FBC 7th Edition r� Q Q a L E N N A R TAM PA DIVISION by Debra Anne Klahr PX2300 dam' = m W 4600 W CYPRESS ST SUITE 200 T' z°cn ' NOTICE TO BUILDER & ALL SUBCONTRACTORS w a 2g2 TAMPA, FL 33607 IT IS THE INTENT OF DESIGN PROFESSIONAL LISTED IN THE TITLE 0 O gwu- a Z U z 813.574.5700 BLOCK THAT THESE DOCUMENTS ARE ACCURATE, PROVIDING Z T< LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT V J HAS BEEN MADE TO PREVENT ERRORS: THE BUILDER AND ALL O SUBCONTRACTORS ARE REQUIRED TO REVIEW ALL THE O IZ INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE COMMENCEMENT OF ANY WORK. THE DESIGN PROFESSIONAL ARE MM NOT RESPONSIBLE FOR ANY PLAN ERRORS, OIAISSIONS,OR W MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE Q DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. ALL z w C S CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE W rr. o INFORMATION FOUND IN THESE PLANS SHOULD BE DIRECTED TO THE NO DESIGN PROFESSIONAL LISTED IN THIS TITLE PAGE. NO BACK > o LAST PLOT DATE 1450 CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE + December 14, 2022 DESIGN PROFESSIONAL WITHOUT ADVANCED NOTIFICATION AND APPROVAL BY THE DESIGN PROFESSIONAL. z 0 J COVER SHEET ELEV. AT 0'-0" (8" MIN. ABV. GRADE) (TYP) 6 MIL VISQUEEN VAPOR BARRIER • MECH. COMPACTED FILL TO 95% OF MAX. DRY DENSITY • TREAT SOIL W/ TERMITE POISONING OR BORACARE TREATED LUMBER IS AN ALTERNATIVE TERMITE PROTECTION TO SOIL POISONING (TYP) 0 v 0 ;r 0 0 v 0 :;r k O v 0 v 0 ELEV (-) 3-1/2" 30'-0" H U_ 50 4'-0" L 2'-5" I. X-10" I. 3'-9" I. 4'-4" r-7-7-5'4'- I I LI 2'-4" 1, 1 4'-0" S n I JB 1 ii 1 M 2 B 0 I ,� 1 s3 i I 1 ii 1 I I1� U I I 1 W 1 II 1 I J II > mI �o No gl 1 oow Q,�1 ( 14 X -1I --- N ZI o —N �-N----------- 8-t — fir—--o----T,--r-- --i ------- --- — -- = U ------ �� O II dl II�Y NU 1 II z 11 ii I iiNN v I II J II 13 1 i-T i 1 I I ii ii I I � 0 I 10 ii i 1 II II I I II II -- II II I I I I I I 14 L ------------ ��- -----------�I PLUMB.'ip I l i i i i i 1 LAV LAV I 8'-5 Tli7 7'-3 3/8" L_____ELEC. CONDUIT SINK/ ELEC CONDUIT l I I------i 1 l I II II r 1 9 II I� 'll I I II 1 II 9 1 -- 1 4 L ----- J II I 6 1 14 I 9'-2" —-------- — —� — — — — — — ---RE F.---�—A — —r� n r 1 n I 1 ii ii ii 1 1 ii I ��---------JL---� r---- I 20'-6" I I ( I I I I C1 I TUBi 17'-7"1 12 Lt W/C I ii ii 1 14'-10" LAV I I T7 I u ii 1 Cl�— I -�-- I I l i ------------------ - ---- -- ----- ------- ---- ------ --- ------------74-4 — — — I � I I Mt I �--/ I 10 11 iII 14 i W I Ij II � K II II S3 iII /H II K LIT"2 -0 S3 ii AW SHER ELEV (-) W-4" I I 7 i _U_ 1 lil CL I III B 1 II I - -- N-------I---------- IL ------ _ I o) 1 14 C1 0 01 I I I N V-4" & 3'-0" 1'-8" B I OB 6'-0" 4'-8" 0I 14 v I I Q I 00 0 6 6 i om L 1 = J V-8" L 16'-0" L 1'-8" L 2'-0" 19'-4" 30'-0" 6'-8" L 2'-0" 10'-8" 0 "v 0 0 �r O N 0 0 zo to 0 0 0 v 0 M S 1 0 J ELEV 00 0'-3 1 /2" LO 2 1i U� a� Y N MAR 2 5 2023 Virtual Review Assist, Inc. V Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Am Klahr PX2300 FOUNDATION PLAN (ELEV B 1 /4" = 1 1 -0" 30'-0" 9'-11" 13'-9" 6'-4" SH 25 3-1 2" HD AT 6'-8" EGRESS / O 5068 SGD 2868 W U � / H.B. i 0 / 5 / N / OWNER'S SUITE 15'-8" X 11'-11" °0 / 8'-0" CLG o / Q/ / GREA T�ROOM 14'VAULTED / 6'-0 5/8" X-9 1/2" 6'-3" 12'-7 5/8" 2868 N m — — — 2.5/12 VAULT. FM ICDO. BATH ; N 12" DP I CLG N 8'-0" CLG (5) SH TP W.I.0 8'-0" CLG TB 36" x 60' iv I cn •= SHOWER Icac0 PAN DRAIN ;� 000 ti DINING ' SHW HD co I M 10'-0" X 12'-6"60 & VALVE I VAULTED M =� .o, q r- R&S = w d = m _ N — p cn oo —to 4'-2 5/8" 7'-3 1/2" I CD 00 N co I N CPT. M 00 co 106 ILE I BEDROOM #3 N Z. KITCHEN _ - ( g 12'-6" X 13'-6" N Zo�W U)¢C7 pw 0 v = co 0?� LO w XQx =w 11 -1 X 10 -1 8'-0" CLG e 1 V-6 1 /8" 10'-3 1 /8" BEDROOM #2 9'-10" X 11'-1" 8'-0" CLG PROTECTIVE OW/H BOLLARD L 22-1/2" x 54" ATTIC ACCESS 7 p N N S2 O• r VAULTED /J .- Z I (Do _ r zo 25/12 0 �� 0 _ O_ I NUN Y CLG L266j8l_ ---- ----- 2'-0" 4'-6" N '-3 1/2" 3'-9 3/8" co 7'-11 1/2" 4'-5 1/4" 8'-0" CLG 668 - N -( I ao TP TB a 1 � I- q <C.U00 ° BATH #2 CD I 8'-0" CLG 3'-2 3/4" 2'-9 1/2" a o2S O c`h c�,F I v N 00 I M oe -----� _ 2.5/12 WALL co r- \/ VAULT. CLG 20 MIN. RATED -c%) 50 DOOR W/ AHU PLATFORM WEATHER LAUNDY STRIP 8'-0" CLG FOYER F- - 4'-4" X 12'-8" S3 `r 6� VAULTED 00 SHELVES IN n LAUNDRY AT ti 60" A.F.F. HANSEN BOX o I, DRYER D W `' fiLT3_1 VENT 3:: 4" PADDED FRAME WALL SH 1/2 33 _____________ HD AT6'-8" LINE OF GARAGE IN I I OPEN POSITION I 11-811 41-4" 61_0 :: 4,_8-1 I PORCH 8'-0" CLG 16070 1'-8" L 1614" L V-8" L 2'-0" 6'-8" L 2'4" 19'-4" 1 10'-8" FLOOR PLAN (ELEV B 1 /411 = 1'-011 DMI CV N N a) N 0 v co o� 00 LO 0 N 0 zo to GENERAL NOTES: ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY FROM WINDOW FRAME. VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. INSTALL RND DRYWALL BEADS AT HORIZ & VERT CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS NOTED. USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG DETAILS; REC CLG SURFACES SHALL HAVE SMOOTH FINISH. LOCATE ALL PLUMBING & EXHAUST STACKS BEYOND THE FRONT ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. THE GARAGE IS TO BE SEPARATED FROM ADJACENT LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) APPLIED TO THE GARAGE SIDE. TOWEL BAR - (T.B.)* = 42" A.F.F. OR U.N.O. TOWEL BAR ABV TUB DECK* = 36" ABV. TUB DECK TOILET PAPER DISP. - (T.P.)* = 20" A.F.F. ROD AND SHELF (SGL)- (R/S) = 60" A.F.F. ROD AND SHELF (DBL)- (R/S) = 40" & 80" A.F.F. CORNER SHELF = 56" A.F.F. MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. *PROVIDE 2X BLOCKING IN WALL AT ALL LOCATIONS FOR T.B. AND T.P. WALL LEGEND: ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR RESISTANT COMPONENTS. 8" CMU W/ 1X3 PT FURRING STRIP 3/4" INSUL BOARD 1/2" GYP 8" CMU NON -BEARING 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) SQUARE FOOTAGE: ELEV B AREA PROPOSED FIRST FLOOR LIVING 1448 TOTAL LIVING SQ FT 1448 ENTRY 93 GARAGE 387 TOTAL SQ FT 1928 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2X4 R-11/R-13 KRAFT FACED EXT FRAME 2X6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFLES AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) MAR 2 5 2023 Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Dehra Anne Klahr PX2360 ALLOWABLE WIND SPEED DESIGN PRESSURE (140 mph, enclosed, 3 sec. gust, 2.1/12 to 6.9.12 pitch, Exposure C, Height=30 ft, Importance Factor=1.0, End Zone= 4 ft) As per Florida Building Code 7th edition (2020), Residential Table R301.2 (4) (Wind Speed Conversions) and ASCE 7-10 Methods WALL TRIBUTARY AREA (ft)2 INTERIOR END 10 39.4 -42.1 39.4 -51.8 20 37.6 -40.5 37.6 -48.6 50 35.2 -37.3 35.2 -43.7 100 33.4 -35.6 33.4 -40.5 GARAGED 30.0 -33.9 30.0 -33.9 N N O f ;h. ` Go n ' ''' L0 0' ¢ z W A. p p{ w p z to N LO -0 W L .c N U ti I) Mcn V d M 5 O 2 § �.� p Fib c Q .N.� wad z c a CUF W LLI Ui W 0 F- W�_ W J W O o 0�0;' 00�0 Q Q F— U I— <f7p�zt W0z20'1-�Q cywx 0 OROOmZZ � Cy Q O Z �0am� WHMXZp�_ ¢LL AWOL �-LuZ OQ oa o O oQz �Q� O Z W O� j�o O CD vJ LL W LO F-0�aM � Q 00 Q Z V Z� W WO J O O N N N O o o C o z O N Lo N 0LO I 00 }~ zz W ¢W O W O O O V W (jV rn Lo O Z)z5; 0�< Q 0 Z a —a Q = WLLI Litt (� m r-I O z O M LU a <�=) Q O �. 0 Uaz gW0 Z Z 0U 0 a. W 01 z z W C) O o LAST PLOT DATE z . 0 J FLOOR PLAN B N N O N a o Co Lo ! ✓ 5 lNw e��� � s 4 r h cw LL o w 1 W L •' `O o U C)Mm d N N V 0� d A f C c O8 Co O S can) N `U per' a N � M O E- N °L 0Co w� w w�o U�LU Q Q V W�2-,(Dp�WWLLU0LL-0 �00Z�iLOZM�OHQQ H 0W� �ZOW 11. w H IOmZ= U LL O LL Z ¢oWpWBM-U'wa boa Q OQ 0 =O LL 0a< �- Q LL i O ZW O� V/ D MO Q CM U)LL ti P- fY a. M QUQoo Z E— W W _� 0 J I!I III 0 00 (N CT)(N N N N � 0 M CN I I 0 Z o ' O N Lo Lo; qql g N M I I I I Co♦/1 Z�- ♦/, Q Z w O 4-J O W W Ozz O U U U O o�- Q C Z F- a —a Q W 0 ZOM . . W � }¢_U) Q O O gww ■ Z az Z ?� pU ow m z Z Z W W J O t— O O LAST PLOT DATE . . December 14, 2022 Z 0 I ROOF FRAMING PLANS B GENERAL NOTES: G.C. VERIFY ROOF PITCH ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12) IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. ROOF CRITERIA - 12" OVERHANG U.N.O. - PLUMB CUT FASCIA - ROOF PITCH PER ELEVATION - WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION) - SHINGLE LOADING ROOF VENT CALC: NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANTITIES, AND SIZES. ROOF VENTS SHALL BE INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR EQUIVALENT SYSTEM PER F.B.C. 7TH ED. (2020) SECTION R806 FORMULA = S.F. / 300 (1/300) * 144 (TO CONVERT TO SQ. INCHES) _ NET SQ. INCH REQUIREMENT ATTIC AREA = 1854 SQ FT VENTILATION REQUIRED = 890 SQ IN VENTILATION PROVIDED AT RIDGE = 552 SQ IN VENTILATION PROVIDED AT SOFFIT =1386 SQ IN ATTIC VENTILATION ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL R806. THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET MEASURE VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF TH� 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 MAR 25 VRA? Virtual Review Assist, Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2360 ROOF PLAN (ELEV B 1 /4„ = 1'-011 N N 0 N a ;... o Go ��'-- LO co � E z Q W `0 q U 1 M 0 d N } M 0- U a VI CO C CO u 0 u 8 o Q �• U •N O� ■ QN ``/ LU a W W O LLI f/j W Q f- W� WO UM,Q0 LU< Q0�0 Q F— 0 P. X LL��0 m1-Q azZ1Oz20Q D cycn�ooaooZz O Z W w�ZW Oa _j izZLLO LU Oa wQOW Vi g2s< OQ 0 QH LL LL f O Z N OW H S2Dti O 0 M M Q � � � ti z0< M 00 Z W J O O A III III O N ` C N ` 0 � O�OIIII M � Z O co Cr00 zZ aZ W O 000 0 V VU(j) O Or� Q 0 Z airy WQ Sri = LU m ~ ui �--I Z o z: • • i- Q�� 0 Z0fO Z U WLL aZLL ry .. Z 0 U _0 m z z z W J O 0 04 LAST PLOT DATE z O . J ROOF PLAN B SHINGLE RC 1 1 /4" THK x STUCCO BA 5/8" STUCC, OVER CMU (DfRRON TS ELEVATION B 1 /4 - 1 -011 REAR ELEVATION B 1 /411 = 1'-0" RIGHT ELEVATION B 1 /4" = 1'-0" I 7 I A5 I I I I I ti LEFT ELEVATION B 1 /4" = 1'-011 .EV AT 8'-0" T.O.M. :V AT 0'-0" FLOOR FF VGLE ROOF ELEV AT 8'-0" T.O.M. 5/8" STUCCO OVER CMU 00 io 1518" STUCCO OVER CMU y ELEV AT 0'-0" 1ST FLOOR FF 12 5 ROOF FINISH PER ELEVATION ROOF SHEATHING MANUFACTURED ROOFTRUSS MTL DRIP EDGE ALUMINUM WRAP ALUMINUM SOFFIT NOTE: REFER TO STRUCTURAL SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL OVERHANG DETAIL J ATA11 = I - ROOF FINISH PER ELEVATION ROOF SHEATHING roc MANUFACTURED ROOFTRUSS METAL DRIP EDGE 2X4 SUB -FASCIA ALUMINIUM WRAP PER ELEVATION ALUMINUM NOTE: REFER TO STRUCTURAL SOFFIT SOFFIT DETAIL SF01 SHEET SS FOR SOFFIT ATTACHMENT DETAIL OVERHANG DETAIL 6 5/8" STUCCO OVER CMU y 7-ICMU COLUMN DETAIL ELEV AT 8'-0" Adk T.O.M. 2'-0" ELEV AT 0'-0" 1 ST FLOOR FF ELEV AT 8'-0" T.O.M. _ ELEV AT 0'-0" 1ST FLOOR FF NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE BUILT W/ STUCCO e� , jEL Zrr� ION DETAILS 5/8" STUCCO FINISH ---- 2" L VARIES CV N ASSUMED GRADE 9 ELEVATION DETAIL MAR 2 5 2023 Virtual Review Assist. Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX23GO 1 1/4" THICK FLASHING NOTES: DUE TO CLARITY NOT ALL REQUIRED FLASHING ARE INDICATED ON DRAWINGS. REFER TO FBC RES 2020 (7TH EDITION), SECTION R703.4. AND R903.2 APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED AT ALL ROOFING SYSTEM INTERRUPTIONS, TERMINATIONS, INTERSECTIONS, AND PENETRATIONS AND IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAK PROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES (28 MM) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. 8. WHENEVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION. 9. AT ROOF CRICKET OR SADDLE. 10. AROUND ROOF OPENINGS. GENERAL FLASHING NOTES: INSTALL FLASHING IN ACCORDANCE WITH FBC RES 7TH EDITION (2020), SECTION R703.4 AND IN ACCORDANCE WITH STANDARD APPLICATIONS ILLUSTRATED IN THE ARCHITECTURAL SHEET METAL MANUAL (LATEST EDITION) AS PUBLISHED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, INC. WINDOW NOTE: ALL NEW WINDOWS MUST MEET A MINIMUM 'U'-VALUE OF 0.4 OR LESS AND A'SHGC' OF 0.25 OR LESS. (UTILIZING THE PRESCRIPTIVE METHOD FOR EXISTING STRUCTURES) * EGRESS NOTE: EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR ROOM SHINGLE / UNDERLAYMENT NOTE: ASPHALT SHINGLES ARE IN ACCORDANCE WITH TABLE R905.2.6.1, FBC 7TH EDITION (2020) - RESIDENTIAL SHINGLE UNDERLAYMENT SHALL COMPLY WITH SECTION 905.1.1, FBC 7TH EDITION (2020) - RESIDENTIAL GENERAL FINISH NOTES: APPLICATION OF STUCCO (EXTERIOR PLASTER) MUST BE IN ACCORDANCE WITH FBC R703.7, ASTM C926 AND C1063 ALL LATH AND LATH ATTACHMENTS TO BE OUT OF CORROSION -RESISTANT MATERIAL. (REFER TO SHEET SN1 FOR THE ENGINEERED METHOD FOR LATH ATTACHMENT) N N 0 v T <: Go Ln ' 0 W ' n ' O W ❑ z a N OL0F E � W L = �0 N U ❑ M F m +�— 0 } O Zjm u V - co,8M .O 2 O 0 LL 8 R Q S � N ^` O^ Q N C i w 0o E F 7W V, W W W Ouj C W 0H H~ z -1 o_f ~z� (D Q L) �02 �¢O¢�¢tLU0��0 F- OWW 0 OROOMOZ¢¢ _30a�z' aZZLL0W0Wa Z QLL �wO���_�Wo Qua OW o 0 o Z F ¢ LL O Z W o� U) M O Q � M � (A � 11') H 0 cM Zoo V W W JQ O ct" O o N 0 N 0 N C °' O z o � o 0 N W L? LO O CV M I I i d- zZ az w O � W ❑00 O U L)V LO O Off❑ Z (L Q C) _ W=a v ~~O H 1--I z 0-,0 = ■ W >- Q F- 0-) O ZWO 0 Z 0a It ZLL • Z 0 U0 W z a z z w W 04 0 Q o O LAST PLOT DATE • December 14, 2022 Z O EXTERIOR 'J ELEVATIONS B _! T T - f'v FA PORCH ELEVATION L LAYOUT VARY ELECTRICAL PLAN (ELEVATIONS A & B 1 /4" = 1'-0„ DICONNECT ELECTRICAL NOTES: 1. GFCI'S ARE TO BE INSTALLED IN THE FOLLOWING LOCATIONS AS SPECIFIED PER NFPA 70 (NEC) 2017 A) BATHROOMS B) GARAGES, AND ALSO ACCESSORY BUILDINGS THAT HAVE A FLOOR LOCATED AT OR BELOW GRADE LEVEL NOT INTENDED AS HABITABLE ROOMS AND LIMITED TO STORAGE AREAS, WORK AREAS, AND AREAS OF SIMILAR USE. C) CRAWL SPACES AT OR BELOW GRADE. D) KITCHENS - WHERE THE RECEPTACLES ARE INSTALLED TO SERVE THE COUNTERTOP SURFACES. E) LAUNDRY, UTILITY, AND WET BAR SINKS - WHERE THE RECEPTACLES ARE INSTALLED WITHIN 6 FEET OF THE OUTSIDE EDGE OF THE SINK. 2. ARCH FAULT OUTLETS ARE REQUIRED PER NFPA 70 (NEC) 2017, INCLUDING ARTICLES 210 AND 400. 3. ANY CONFLICTS BETWEEN LOCATION OF MECHANICAL FIXTURES ON PLANS AND THE ABILITY TO LOCATE THEM IN THE FIELD MUST BE REPORTED TO THE ARCHITECT PRIOR TO INSTALLATION. 4. RECEPTACLE OUTLETS IN GARAGE MUST BE SERVED BY SEPARATE BRANCH CIRCUIT THAT DOES NOT SUPPLY OTHER OUTLETS. 5. CM MUST BE AT LEAST 3' FROM BATH DOOR AND AT LEAST 6' FROM KITCHEN RANGE/OVEN. NOTES: UNLESS OTHERWISE NOTED 1. ELECTRICAL OUTLET HEIGHTS AS MEASURED FROM FINISHED FLOOR TO CENTERED LINE OF THE BOX TO BE: 12" AFF (GENERAL) KITCHEN 44" AFF BATHROOM 39" AFF LAUNDRY ROOM 36" AFF EXTERIOR WATERPROOF 12" AFF GARAGE GENERAL PURPOSE 42" AFF RANGE 2" AFF 2. ALL TRIM PLATES & DEVICES TO BE GANGED, WHERE POSSIBLE. 3. ELECTRICAL SWITCHES TO BE AT 42" CENTERLINE ABOVE FINISHED FLOOR 4. ELECTRICAL PLAN IS INTENDED FOR BID PURPOSES ONLY. ALL WORK SHALL. BE DONE IN STRICT ACCORDANCE_ WITH THE NATIONAL ELECTRIC CODE, LATEST EDITION, BY A LICENSED ELECTRICAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE INSTALLATION & SIZING OF ALL ELECTRICAL, WIRING & ACCESSORIES. 5. SMOKE DETECTORS SHALL BE INSTALLED AS DIRECTED BY THE 2016 NFPA 72 NATIONAL FIRE ALARM CODE. 6. ALL ELECTRICAL IN THE LIVING ROOMS, DINING ROOMS, SUNROOMS, FAMILY ROOMS, DENS, LIBRARIES, SLEEPING ROOMS, PARLORS AND SIMILAR ROOMS OR AREAS SHALL BE ON AN A.F.C.I. PROTECT CIRCUIT PER NFPA 70 (NEC) 2017. 7. IN ALL AREA SPECIFIED IN NFPA 70 (NEC) 2017 210.52, ALL 125 VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. 200A INDOOR PANEL CENTER 10 #15 copper to lights & outlets NEMA 1 200 AMP PIO #12 copper to 20 amp ckts JO #10-2 copper to WH 00 #10-3 copper to Dryer METER 210 or 4/0 SER Alu MAIN 0 200 amp 150 amp Disconnect POWER CO. FEED 4 Bare Cu Ground Footer STEEL Groundrod tied to looter steel OR 4 Bare attached to footer steel 150-200 AMP ELECTRICAL RISER DIAGRAM \,'TYPICAL NTS MAR 2 5 2023 Virtual Review Assist. Inc. Plans Review completed and approv for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX23GO ELECTRICAL DETAIL: INTERCOM SPEAKER ALIGNED W/ EDGE OF SWITCH Li SWITCH- 4 1/2" DOORJAMB DUPLEX OUTLET TRIM o 0 BASE NOTE: ALL DIMENSIONS ARE FROM ROUGH FRAMING SMOKE DETECTOR LOCATION: WALL oz 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 STRUCTURED WIRE OUTLET - SWITCH AT 36" 3 WAY SWITCH AT 36" 4 WAY SWITCH AT 36" -C PUSH BUTTON FOR GARAGE DOOR OPENER DIMMER SWITCH AT 36" -� PUSH-BUTTON DOORBELL } CLG MNT LT FIXTURE {�- CLG MNT PREWIRE - FIXTURE BY OWNER SURFACE MNT FIXTURE -- WALL MNT FIXTURE NOTE: 0 40W A 6" ROUND OPALEX - ALTERNATE TUB/SHOWER CANS MAY BE 40 50W PAR30 NFL 6" WHITE BAFFLE USED IF APPROVED BY 60 50W MR16 4" LOW VOLTAGE OWNER 50W PAR20 NFL 4" MINI ROUND RECESS 00 50W PAR20 NFL 6" RD REGRESSED BAFFLE EYEBALL -0 CLG FAN PREWIRE AND SWITCH COMBINATION CARBON MONOIXED DETECTOR/ CosCOMBINATION DETECTOR O SMOKE DETECTOR cU-18z UNDER CABINET 18" cS-18a 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"CLG MNT WRAPPED FLUOR LIGHT 5724:R 24" VANITY LIGHTING F;—= 36 ;FR 36" VANITY LIGHTING �4848" VANITY LIGHTING EXHAUST FAN/LIGHT Q EXHAUST FAN DOUBLE FLOOD LIGHT W/ COVERS AND 150W PAR 38 FL ® INTERCOM SPEAKER AT 5'-0" ABV FINISH FLOOR CEILING MNT SPEAKER M CHIMES (DELETE W/ INTERCOM) = MASTER STATION 7111111iiZ3 ELEC PANEL ® VACUM OUTLET AT 12" CEILING RETURN AIR ® A/C REGISTER OT THERMOSTAT M SECURITY PAD ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. iYr✓ Po • d" � V. en •( > j01 �s q U cM 'IQ d O 0 O u 2 r' M E.o� 2 �= ors o< V) V w Q W L OO i= c LIj W 0L vi �� x w0I— x of Z Qicy� LLI zLLp2OQ O'MzQ 0OQ acox OZOx00m Z �Uai <LOOZ Q0w w W YVQL Z 0¢ 0 0 LL �Q I— Q LL O Z W F_ U :) ti F M O Q M � � CD z F-W0-M 0. � .Q>-Q0O Z H Z � W O �O A qt N N N � M r- CD in o r- o ' Z O V5 LO V co zZ (Cr Qw O W 13oo -4_0 O U U (1) Lo O Or< C:) Z Q _ LU 0 F-F- 1--I z O = . •� W U 2g Q Ogwo . Z az U Z pU ow W z A6 z w W J 0 r o Q LAST PLOT DATE O December 14, 2022 z 4-0 J ELECTRICAL PLAN STRUCTURAL NOTES NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BECONSIDERED 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) HOR!ZONTALLY 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 & AC1530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD, 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT CONSTRUCTION. 0 F 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 7TH EDITION (2020), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-16 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 60, fy = 60 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 30", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-1-P CONCRETE NOT EXPOSED: 1 1/2" GROUT FILLED MASONRY: 3/4" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C4-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-1-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 15132" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 461(si HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS, 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) Fv = 285 PSI 4.7. STEEL: 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEELERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS, CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. - 4.7. 7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR ELEMENTS ARE IN PLACE. 4.8. SOIL: 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 7TH EDITION (2020), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and 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. B. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - C ncrete overpou and mortar along the foundation perimeter must be removed be ore exterior soi�treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 -An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12, FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 56 SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. KInTC• GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE 3/". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. MAR 2 5 2fi.8 \/V\ Virtual Review Assist, Ir Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX23GO N 0 N ;ff�!� LO 11'�f f,�q '�, - ""6,J'.^.fin 0000 LO `cA ' W Q 0 Nam- E L o _W C) 5 N V o02 m M [ E O� L -22 O Ug ° Q QN C N >` o Ec m °a io V, 0 W w wL_ w J w7Q�0 Ofji_j 0 LL00o_j0 Q Q V I- F- jC►O ZLWL 0220 1, 0v)X�OZOR00m� 0 0 0 Z �Fa° �OZWwoic°i°a. a LL 00Q o OQzg< a LL ,� It O Z 04 OW MO D- C/) Nt U_ W - ti I-Wa.M� M IXCL2V­ Z L) Wz� Wo J J 0 � e � O N � N o O o o l O N V5 Lo LULO N co O- '/1 ZZ Vj aZ W O 0 W V WOO UV� LO 0 o�ra Q O Z aWa = W=a (� F-~2 F- r-1 tY O z o = W a <�� . . O Q 0 yt ZWO C:)W U It .`'. Z �ZLL U) 00� O �-- m z SNO Q Z W W J � O 0 LAST PLOT DATE z 0 STRUCTURAL DETAILS THIS DETAIL ONLY REFERS TO THE DIAMOND-h1ESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAO-112" LONG (3/4"-1" CROWN STAPLES @ 6" O.C. VERT BETWEEP STUDS (NOTED THUS:_) - OFFSE' STAPLES BETWEEN STUDS AS SHOWI WALL SHEATHING 16GAx1-1i2" LONG (314"-1" CROWN) STAPLES C G" O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.2i SCALE: 14"= 1'-0" *DETAIL EXCEECS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* "ONLY APPLIES TO LENNAR TPAlJAX;* 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 1 0'-0" TANK -LESS W/H 5'-0" STUB -OUT FOR ' GAS METER 0 O (V H C G 000 �o U 0 • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY*" RAFTER SPAN "FABLE 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. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE 0_1 15/32" CDX PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6' O.C. EDGES & 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2-3/8 INCH NAIL LENGTH 2-3/8 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + t + + F + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + + ++ + ++++++++t + 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 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 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 + k 1� FILL CELL BOND BEAM STEP #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # 2nd FLOOR Solid block all posts from STUU DS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 128" min. Small 2° min. ? gap max. � 4 max. Clinch nails when possible 1 1) Support back of web during nailing to prevent damage to web -flange connection. I� 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVINGY" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. top flange of joist. - Under 2nd floor column w/ loads N.T.S. higher than 1.rnnih SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 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 ED Boise Joist Blocking tJse 3" 110d1 nails at 6" n_c_ t,S Provide adequate bearing for each lapped joist. 10d nails SECTION @ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges 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 Use 10dx3" nails at Vo.c. for all joist blocking panel *Non -stacking walls require additional consideration.— 61' A 1 2' R UND L 67DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yz" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" Round Hole Diameter in 2 3 4 5 _ 6 7 _ 8 & 875 10 11 12 13 Rectangular Hole Side (in) 2 3 5 6 8 9 10 Any 16" joist Span (ft) 8 V-0" 1'-1" V-2" V-2" V-3" V-3" V-7" V-11" 2'4" 2'-9" 3'-2" T-7" 12 V-0" V-1" V-2" V-2" 1'_3" 1'-9" 2'-4" 2'-11" 3'-7" 4'-2" 4'-9" 5'-4" V-1" V-2" V-2" V-7" 2'-5" 3'-2" 3'-10" 4' 9" 5'-7" 6'-4" 7'-2" WIV-40" 1'-1" V-2" V-2" 2'-0- 3'-0" 4'-0" 4'-10" 5'-11" 6'-11" 7'-11- 8"-1 1'-1" 1'-2" V 2'-5" 3'-7" 4'_9" 5'-10"' 7'-2" 8.-4"' 9'-6" 10'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED 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. up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. \Install tight totopflange. Joist hanger \ 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 stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height orequirements .6 X Joist depth I -JOISTS BUCKETS N.T.S. Web Stiffener Fastener Schedule Joist Bearin Location Series Depth End Intermediate ® BC15000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d BC 6000s® BCI6500s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60so 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® " 3-16 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/(22)- NAILS 7 5/8" 0 THRU BOLT SIMPSC w/ (22) NAILS 7 R TRUSS 'OP PLATE LC TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEMS SEE PLAN FOR—'°• ° . • • . • FOUNDATION INFO d, G ° STEM FOUNDATION GRADE REINF. SEE PLAN a �A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. •�® LOCATION OF SECOND H10A SIMPSON H10A ° ° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4' 0" CENTERED @ PIPE PENETRATION 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE ° 1 I=II''L1=_III— 1 I L__�� SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE ° a a � °.a a ----------------------- CDz •°. • d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @PIPE PENETRATION PLUMBING LINE d ° ' .aFF n a ,1. = 1=1 I TTf_I o �a--2 ----_/ SEE FND. PLN. SIZE &REINF. MAR 2 5 2023 Virtual Review Assist, inc.`/ Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2360 N O N 23 ' cWc tt °J� ' . L• G C.z0 W p z Q E O � -= 0 o \ ' M C d /1 tN } i C")N V -0-0— M 1 A, L L �/ E _ T� v! } 0 u- g m Q U6� .Ni 7. D_Nr N C 4)fL� o E V a W W J W Q 2Q - O Q Q W V �_— J0�LL JQO XOLLO 0Z20 VO�dOFpQ— QUJ Z) - owwW�uaaWO��� a. Ov0aOZQW 6 a -ZWZw 2Q� MW Q ILL. ow OQ Oo LL s! 0 z04 LU O� D co 0 z Q M LO 2 C) I_ W M Q- V­ Z U WQ W J 0 co Nt O o N 0 \ 0 N M ` N � `O o�olili ' z O LO 00 (n Q z W O I.-i 4-1 0 W v pO_O LU ��� O Or Z aid Q = WLU =W m~- I- rl ZOM LL17 i- QH=) ■ ■ Q 2 3 2 O 0 aZ� 3 z z �z �� 00 a. 10 m z SN1 z z UJ J T_ 0 0 LAST PLOT DATE .. 40 Z STRUCTURAL -- DETAILS (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL / PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH 12 TRUSS (SEE UPLIFT SCHED.) W/ VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES INSULATION BAFFLE ALUMINUM DRIP EDGE 5/8" OR 1/2" HIGH ALUMINUM FASCIA STRENGTH CEILING 12" N 0 2x SUB FASCIA BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE EE SOFFIT W/A HABITABLE ROOM SHEET ABOVE) W/DRYWALL 8"x8"X16" KNOCK -OUT SCREWS @ 7" O.C. BLOCK W/ 1#5 CONT. CEILING & 8" O.C. WALLS FILLED SOLID W/GROUT INSULATION PER CHART ON FLOOR 8" C.M.U. TYPICAL PLAN 1x2 P.T. HORIZONTAL TYPE "S" MORTAR NAILER STD. 90-HOOK (SEE DETAIL) ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS U.N.O. (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER U) 31/4" BASEBOARD x MIN. 2500 PSI CONC. SLAB w a MIN PSI MAY VARY PER - MUNICIPALITY. `o 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 04 M — I ° p o z JS— — D 00 6 MIL VAPOR D —I = = z BARRIER _ ; I> .� 4 D COMP. SOIL. (COMPACTED TO 95% �1=TiT NOTE: EXTEND DECO FINISH MODIFIED PROCTOR 4" to 6" BELOW GRADE ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK U.N.O. 4" V-8" (2 STORY) (SEE DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS Z ./ . J A SEE A/S3 OR J/S6 L� I FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR) I / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. � Tr* OP T 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE—, (2) #5 CONT. ON 3" CHAIRS (TYP.) gall— '"""Ilsll• 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 & @ 6" MAX FROM END OF 2 x PLATE .6x6W1.4xW1.4 r WWF OR FIBERMESH ° . TYPICAL INTERIOR BEARING WALL W/ OUT UPLIFT SEE TYP. WALL SECTION SCALE: 3/4"=V-0" LOAD BEARING OR -- EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10) 10d NAILS TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY , NOTE: *FOR BEARING WALL W/ UPLIFT ONLY GG S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 3/8" MORTAR BETWEEN SLAB & BLOCK ELEV. 0'-0" OIL __:::1L::Z A.F.F. ° v .. v'' ♦� Al'IL d' V a. ° ° '. , ;' p' d a . ELEV. 4-3 1/2" Z ° ° ... d • .' ° • . ° ° °. °' v d O °•°' ° a d 2x4 CONT.-.0. ° . ... ° " A.F.F. O v ° ° '° ° ° °v d LL 4. ` GARAGE DEPTH VARIES °..• .n .. ' , ° 4 GARAGE SLAB AT STEP B SCALE: 3/4"=V-0" S3 S.P.F. STUDS @ 16" O.C. 2x STUD 8" C.M.U. I 1"x P.T. STUD #5 VERT. IN FILLED CELL FRAME WALL TO C.M.U. WALL CONNECTION 5/8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6) 1/4"x31/4" TAPCONS SPACED EVENLY 2x P.T. PLATE ASSUMED FINISHED GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min. 4" A 00 ° RADE v G _ Tr r �t rr�ri r (1) #5 REBAR w/ OPT. _I I —III— I ILSCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 1311 —I f-O.H.D. RECESS ; . 411 o0 = I •y 1T SEE A/S3 OR J/1036 Trr FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 ST RY) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. �'S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING — NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH c YD D N ° .D Cl) _ _ _ p D ' .• 6 MIL VAPOR BARRIER11 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 211 ° TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH 3 1/2"(min. - 4"_rr I- I (2) #5 CON_T U.N.O. 11 All MIN. TYPICAL BEARING WALL STEP Ob SHEARWALL rc "SHEAR WALL" SCALE: 3/4"=V-0" S3 4� 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT 5/8"OR 1/2" HIGH STRENGTH — (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2"°0/16" PLATE WASHER (TYP.) - (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT INCLUDE THE WALL ATTACHMENTS TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10)10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH 00 D °D 3 1/2"(min.) - 4" =1 -ll �=� —III= I-11' 4. (2) #5 CONT. I— 11=1T_I ' I I.� 8,- U.N.O. MIN. TYPICAL BEARING WALL @ STEP APPLICATION /r 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. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD K.O. BLOCK 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING WEEP SCREED INSTALLED BAR PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR z #3 #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi FINISH GRADE 00 2 (GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP [30" MIN. LAP] 00 TI IT N Z r #5 REINFORCING BAR R 1 7/8 ij�j-� T #5 LAP SPLICE COMP. SOIL. (COMPACTED TO —_ I D 36"MIN. LAP [36" MIN. LAP] 95% MODIFIED PROCTOR ASTM '� —ITS-- ll— �- I' 10" D1557)rrr�l Irrr Ill I #6 REINFORCING BAR #5 STD. 90 HOOK 4„ 1� �1 #6 LAP SPLICE TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T. 2x 0.� '_0�� -- _- J ..- CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) ;0 c �E _ N M 6 MIL VAPOF BARRIER 1/2" GYP. BD. .HOLD GYP. BD. 1/2" FROM SLAB —CONT. BEAD SEALM INTERIOR -a" , CONCRETE ae 4114" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" 2X STUDS @ 24" O.C. U.N.O. GARAGE 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E � 6x6W1.4xW1.4 %+ WWF OR FIBERMESH M °. a K S3 REBAR DETAILS rF SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD AT 24" O.C. MAX. SEE PLAN FOR /� TOP OF BEAM Y (2) HTS20 2x4 P.T. PLATE 7/16" O.S.B. COLUMN LOCATION SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM ATTACHMENTS z W° � w J w w w co SCALE: 3/4"= V-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR a BOLTS 6" MAX FROM o END OF 2" x PLATE LU D U U) 6 =1 ,f I -111 m w 111 I— n �III IIII I ° SEE ROOF PLAN FOR TRUSS CONNECTION INFO & LAYOUT DESIGN SEE ROOF PLAN FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.C. SHEATHING ATTACHED PER NAILING SCHEDULE SEE PLAN FOR STRUCTURAL COLUMN SIZE AND BASE CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE w/ 1 /4"x3" TAPCONS AT 8" O.C. TRIM PER PLAN SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER COMMUNITY SPECS LOGO � � �/O>i �� • . • • - , • 0111.11 , (2) #5 CONT. =1 g.El ON 3" CHAIRS 8" 1'4" (TYP.) CC S3 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N �: WWF OR FIBERMESH ° I —III—III—III- o 8" TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=V-0"1,, S3 VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) WWF OR FIBERMESH \7 ° 4. _� ° I I_ I I III I; ° ° r a E. ° r .c �TiJ..LJ.ii i i C N �--� I I I a II I' Cl)) E I ") -11'• a 8•. III SEE A/S3/J/S6 -11 "�-1"i� '� I' 4 1-4 8' FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD _ CONT. FOOTING STEEL MAT REINFORCING. ' 00 RAD d ° r) _ = a d =1 I 1=ITT I=I z = _ '�I 11= . �(-1TI=1 I I —III w 0 w _ �TfTI I11 a� . I I1-�-11I Z Q LL. ST � — n .. A d FOOTING J f lll—III-1 I I—Tf I— —I I f-1Tr U =JEE =�( �( BEYOND PAD REINFORCEMENT-)-`'=1 I 1=1 I f= (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N �')i SCALE: N.T.S. S3 MAR 2 5 2023 Virtual Review Assist. Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Ktahr PX23GO 0 00 T 00 00 01' o Q c Q w O s � Y w 0 z Q E `0g o a.0 M v N V �co O� �a E0 5M� 2$ T� v� O 8 m a LU aN C ^` W L. co EIO a LLI LLI w W W J w 2� 0 (7 Q Q U �j��a0pa���V00 00 zLLLLQz29 ,-1 0 CYrj) W Z a cww�0:Z~pH Wm,W Q zOWO20O U On �< LL Oa U. Q zo QCN a l! O Z UJI O� > (n O M O LO a _J lL ti I—�<LO O Z0 w � W J0 O r Ili III O o N 0 N 0 N N � CD (D l O N U) N I l i l L VJ Qz w O � w woo O V VVFD LO .M O pz> orL-j O Z airy w=Q V � ~~O ZOO UJ a <F- . Q O zwo 0 .. Z o- z �SQ � �C Q o�� 0 �m z a z z w W J O O 0 LAST PLOT DATE Z. 0 STRUCTURAL DETAILS - MONO (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 2x6 / 2x8 WALL BEYOND SEE PLAN FOR HEADER (2) 2x KEADER TO SIT CONNECTION i FLUSH TO THE OUTSIDE i SEE PLAN FOR SIZE 2x DEAD WOOD @ MID POINT w/ (3)12d TONEAILS SPACED EVENLY HEADER FLUSH TO OUTSIDE OPTION DOUBLE 2x TOP PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 �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 a 1/2" EXTERIOR GRADE SHEATHING " FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10) 10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. /— SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3) 10d TOENAILS T&B AS REQ'D -2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3) 10d NAIL BLOCKING (TYP.) \--ROOF TRUSS IFT CONNECTOR (SEE SCHEDULE) STURE BARRIER SCALE: N.T.S. —SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. 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 21/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS • 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS DRAIN WALL CLEAN -OUT 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 .. .�. • • _ .. •. • milli ■■ill III■■ �lill 11111110 ■■!II NINE ■■III Ill■■ MIIII Il�I� ■■lii II!■■ �IIII IIII� NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. 0 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION 2x6 MOUNTING BASE J Uj T > 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.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR f GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY .:, GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. --TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK 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" 8" 7 5/8" 8" 7 5/8" 8" 11] - SOLID AREAS ARE ❑ SOLID AREAS ARE ❑ STEEL AND GROUT ❑ ❑ STEEL AND GROUT I FULL 8 8 16 BLOCK - SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD 12 TRUSSES @ 24" O/C (NP) 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 INTER OR ❑ x x SIMPSOWSP2 w/ (12)10d WALL ❑ ❑ NAILS AT EACH STUD �J( Ct DOOR OPENING DOOR OPENING DOOR OPENING -Ct 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C EXTERIOR ❑ ❑ BOUNDARIES 6" O/C EDGES & 8" BLOCKING (1 WALL ❑ ❑ ❑ O/C FIELD ❑Fi-i I ❑ 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP 1ST COURSE 2ND COURSE 3RD COURSE CARRIER/GIRDER TRUSS MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SIMPSON HETA20 w/ (8)10dx1 1/2" COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE NAILS AT EA. TRUSS VERTICAL WEB WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD MAIN SPAN MASONRY LAYOUT D MOISTURE BARRIER RCOF TRUSS UPLIFT CONNECTOR S4 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) SCALE: N.T.S. AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8"ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON fOP PSPN516Z w/ (12) 16d NAILS ' TOP 2 ROWS 10d @ 3" O.C. (14 iARASPLICE NAILS TOTAL) EA. SIDE OF 1OORGE ' 48. SPLICE STAGGERED • �! (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 V-4' (1) (2) (1) (2) (1)LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION sFF �N� 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR 2x CRIPPLES @ GREATER HEADER 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN 10d x 1 1/2" AT EA STUD (USE SP6 FOR S4 • INTERIOR HEADER: 2x6 WALL, USE SP8 (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. Op O,Q U.N.O. SEE N/S4 ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT INTERIOR WALL HEADER DETAILrQ SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL a dQ A. 10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ 4 16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS L P.T. ATE SIMPSON C SIMPSON SP4 SP2 SIMPSON SIMPSON SP1 SIMPSON SP4 10c ST co M TRANSOM FRAMING SEE SECTION AA/S1 AND BB/Sl FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 O , C C 2X8 P.T. BOTTOM Pr E SIMPSON SIMPSON SP4 SP2 ..r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON /- SIMPSON SP4 / SP4 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 10d NAILS 4" [TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END W 2x V2-16d TOP PLATE vJ C 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 FSTAGGERED FROM BOT. REINF. INFO. PLATE TO CONCRETE TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL j SCALE: N.T.S. S4 SP4 2X TOP PLATE OVERLAPPING NAILS @ 6" \GGERED 30LTS @ 24" O.C. �X 2X P.T. PLATE 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) 3 (5645# SPF) i (6970# SPF) )S (9335# SPF) N. 8" PDXIED A.T.R. i&NUT 'OXIED A.T.R. t&NUT OXIED A.T.R. t&NUT ROOF TRUSS ABOVE 2X BLOCKING �91 -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL @ 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING ° - BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" L 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 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) C. a " ' ALTERNATE: 2X8 P.T. BOTTOM 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM D PLATE @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) SCALE: N.T.S. S4 MAR 2 5 2023 i Virtual Review Assist, Inc. Plans Review completed and approi( for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N ,� o '. i'v LO Via` ^✓�,' 0D s z W b p W 6.-r O q U \J� ' 0 cM c v - M •�. �Oao ua N -0 — M E E :E .2-9 8 o Q .N.= w0- QN � L C:) LLI W W W J W i � O X=) J_j0:M,)0U0 � L.L Q = J <ax,zLof Ozmo-a �I z r<JWQO CO WWzU_C0 o�QO�LWMQo LL YzQ OQ ��QLL O Z CV O w F- 5 ti O 0 cM CO z Q C/) � cf) LL. "t U) f—(Y-a- M a�Q°° Z U Ujw� J � co t� i Ili I i O O o r o N 0 N 0 N O ` Q O U NLO ; NLO CO z W CO Qz CD zW 4--+ 0 LU V W O O UV� az5; 0LU0 z aka �— < 0 -Ln w=Q v 0 Ono r-I z o = C) w CL <�D . Q 0 gW� ■ Z �� 0V .0 m z z W W 0 N r o 0 LAST PLOT DATE .. z 0 STRUCTURAL -- DETAILS SIMPSON HGAM11 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° ± 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 10dX3" @ 3" O/C THROUGH CHORD INTO 2"x6" P.T. PLATE 2x4 "T" ON TOP OF PANEL BLOCKING, SCREED FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP 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 1odx1 1/2" NAILS AT EA. STRAP MISSED VERTICAL SECTION rT TRUSS wTIMAN WEB (24" WEB, USE MSTAM36 w/ (7) O.C. MAX) 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 1 O/S6 BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 45°± / SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR 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) 1 Od & SIMPSON H2.5A w/ (10) 8d (2)1 Od TOE NAILS @ EA. FROM LEDGER TO END BLOCKING GYPSUM WALL BOARD GABLE TRUSS 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST ' (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM CDX PLYWOOD OR CORD ATTACHED W/ (2) 16d TOENAILS HE OS SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. wl 1 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 lj� BLOCKING, FASTEN WITH SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 1Odx3" @ 4" O/C 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. Srj 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. TL H LE HEET F R SEE SC EDU - [RSH] - ON FRAMING S 0 SHEATHING REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR :rr X-BRACING, AND TOP r " M SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `° `o SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES '° ;o 1. ;0 1/ " 2"x4" CROSS BRACE (2) 16d NAILS APPROX, 8" FROM 2x4 RAT RUN BRACING 1 1 2" " RIDGE FASTENED AT Zvi AT 24" O.C. ON TOP OF t2' EACH JOINT w/ (3) BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS NAILS @ EA. END Ne ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE (2) 16d NAILS 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") 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 FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 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 COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARI G LOCATION 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. SCALE: N.T.S. SrJ i IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL 1 (2) 16d NA (2) 16d PER JOINT �- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 GABLE END BRACING DETAIL 12" RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.C. Od x 0.131" NAILS EA. SIDE IT. 2x4 #2 SYP w/ 1 Od XO.131"@8"O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. SCJ MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 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/ 1Od NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2x4 "T" ON TOP OF PANEL' BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ :.. 1 Odx3" @ 4" O/C (2)12d TOENAILS SECTION g SCALE: N.T.S. S'CJ -MINIMUM (2)16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 2x4 #2 SYP BLK'G @ 16" O.C. wl (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2)10d TOE NAILS @ EA. END 2x4 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2)16d TOENAILS (2) 16d NAILS MAX. 9" UNSUPPORTED, IF >9" SEE 10/S6 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2"CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1Odx3" @ 4" O/C SIMPSON HGAIOKT w/ (4) 1 /4"xl 1/2" SDS SCREWS TO J TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. SIMPSON SP2 w/ (12)10d DBL. TOP PLATE NAILS AT EACH STUD STUD WALL (SEE TYP. SEC.) SECTION K"4� SCALE: N.T.S. S5 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM1OKTAw/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z w BRACING w/ (3) 1 Od x 3" AT • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) E SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 010" - T-0" 3'-0" - 6-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGAIOKT w/ (4) 1l4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3"SDS SCREWS TO PLATES (TYP.) `CONT. BEARING " GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d 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 E " O.C. TYPICAL GABLE TRUSS WB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" 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 r7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. ME II NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED 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 SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION MAR 2 5 2023 Virtual Review Assist. I Plans Review completed and for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N 0 N 4 „ter_ o LO IN ..y� c Lti.r,, _ i G!}. �' O 9>N ' j 0 '. --- LU 717 _W 'C '�O q U `J1 0 � v "I N �� M -0 f d 0 0,W � AV CO E L ¢ «c»> OOg °¢ w QN 7W L 00 C) � F LU LU W WW H W J w m � O W~¢ �2J wgYzcx z Q Q LUj2-u¢iO�Ix"'C'0002_j0 U00 102 ozmgaH_ ¢ F- F- c�WR9ozoWoo0m : 0 cn a v5ww V5 Wz¢ W� 0 Z ��¢OwQ�zwz���oa ��-� ¢ I.L. OW 9WZ�¢ 0W o 0 0¢ �¢w i O ZW 0 I... > U COOP- IT 2(0LL z U7 fY M 00 < Z U W� LU J 0 III III O N N N C) °)�� o � o O Nof LO to LU qt 00 �/1 ZZ �/, Q Z W O 0 W v WOO 00co I.- 0O OLU- r Q � Z airy it = 0 ~~o rl zo= W < ~� . Q O U gw0 ■ Z az � Z OU pa m Z z z W WC) N o > 0 LAST PLOT DATE M ■ Z6-0 O STRUCTURAL .1 DETAILS 1/4" MAX 2'-0" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK ---- 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. 1x4 1x4 P.T. 3/16" 0 X 3" LONG FURRING 3-1/4" LONG X 3/16" 03 FURRING TAPCONS TAPCON. INTO STAGGERED @ 16" ix8 P.T. BLOCK@ SPACING „ O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL MASONRY THROUGH 1x4 P.T. & 1x8 P.T. 1-1/21� DETAIL DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN. 3/16" x 3 -1/2" TAPCON @ 16" 1 x4 P.T. O.C. & 4" FROM DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH END w/ 2x8 P.T. 2x P.T. AS rz1:r MIN. 2" EDGE DIST. 2x DETAIL 21/4" DETAIL DOOR JAMB (REFER 1x4 1/2" DRYWALL TO PRODUCT APPROVAL FOR CONN. 1X4 FURRING (2) ROWS 3/16" x 3-1/2" TAPCON @ 16" O.C. & 4" 2X8 FROM EACH END w/ MIN. 1X8 2" EDGE DIST. ATTACH 1 x8 w/ (2) ROWS 8d NALS 3" DETAIL STAGGERED @ 12" O.C. DOOR JAMB (REFER TO PRODUCT APPROVAL FOR CONN.rx4" DRYWALL 2x8 P.T. w/ (2) ROWS 3/16" x 3-1/2" TAPCON @ 16"1x4 O.C. & 4" FROM EACHFURRING END w/ MIN. 2" EDGE DIST. ATTACH SECOND PLY w/ (2) ROWS 10dx3" x STAGGERED @ 12" O.C. '4-1 M" nr:TA 11 I I BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS 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 45A DIAGONAL (4)10d NAILS INTO BRACE(S) 7/16" OSB 2 x 8 BRACE/ BLKG BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR-' \_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS SECTION A -A 8" 1/4" x 31/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED --2 x 8 45 DrAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE 4' MAX. RAD. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B_B 1/4" MAX EMBEDMENT INTO ) Z-0" 8" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE BTWN". VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B—B ARCH DETAIL K SCALE: N.T.S. SS PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK- (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4' MAX. RAD. PROPER INSTALLATION MAX. 8 FILL SOLID BOTH CELLS #5 REB (TYP') STD. 90' HOOK 0 a ±5A NOTCH WEB AT FIRST 2 COURSI ,APACI I T = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4Y.' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE ALL (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS JACK TRUSS PROVIDED BY--/ TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. � 4'-0" MAX SEE PLAN OOOF 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 1N JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. `'•'`j"''' `''"' ` 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2) 1/4" X 31/2" 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 p II II; p I� e GRADE p p 1 p e CV q fh z \ \ ° e 9 (2) #5 REBAR. MIN. 3" 16" MIN. COVER EA. WAY JIL 7.01 SECTION AT DEEP MONO FOUNDATION SCALE: 3/4" = V-0" FILLED CELL PER FOUNDATION PLAN fl I THE :S I IAIAr`f%CDTAQI C MOTAI I TIf1MI FILLED CELL INSTALLATION SCALE: N.T.S. SEE ARCH FLAN AND PRE-ENG TRLSS DESIGN SEE NOTE '" BELOW 2x SUE ALUM _ .cF ED;, BRG WALL TYPE —j—� o ...�' ALUM =5 =".. PE R PLAN I ' f �l 1-314"T :' FAl`,TEi. F CHANNEL.—F---__ FASTENED PER I DIA NOTE 2 BELOW - I " I - 1 j CONT VENTED ORE __ L' _ a - r CONT 2 A NAILED TO L 2x BLOCKING NAILED TO TOT BUCKING w+ 2-12d NAILS (') CHDRD EVER`! OTHER TRUE p 3-12d NAILS, TYP. (") 1. G.C.? BUILDER TO VEPJFY%PROVIDE SOFFIT MATERIAL SPAN CAPACIT ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CL/ LISTED IN THE DESIGN CRITERIA ON SHEET SN 2 FOR SOFFIT ATTACHMENT AT WALL (PFR ALPHA M L1M 'iN{v FL.# 1"—' -` PRODUCT APPROVAL) F CHANNEL FASTENED TD: CfA J wi T MAIL .097" DIA @ 24" O.C. W 510" MIN. EMBEDMENT - WOOD w/ (3) 15 GA. 3,14"xV4• CROWN STAPLES @ 24" MAX. O.C. Ih' `i- PATTERN SUB FASCIA W 16 GA. 314"x114" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT SF01 SCALE 3J4" -1'-D" ('-)FOR ALUMINUM SOFFITS WIT - REV, 03.`L'3 2021 > 1'-4". INSTALL MID SPAN BL0CF i 4 THE SCIFFIT FL PA INSTALLATIOf, "REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS. 2 X 4 #2 SYP SCAB TO SIDE OF �RUS S AS SHOWN FOR O.H. UP TO Z-6" DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. X (2)10d NAILS @ 8" O.C. D�FRyq TO TRUSS TOP CHORD H 4 + + �NOTy PLYWOOD SHEATHING + + BLOCKING AS + REQUIRED TO SUPPORT TRUSS + SOFFIT + + 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL SCHED. AIN 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) - 5l8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR Mil MSTAM STRAP 7AI F 3/4 CCC OUCCT M) AAIM z 0 a U_ 0 W F- 0 a U) 2N 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 HGAMIOKTA @ 12" O.C. w/ (4)1/41 1/2" SDS SCREWS INTO BAND JOIST & (4) 1AN2 3l4" TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st 4 COURSES SOLID W/GROUT FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. a• OVERHANG--.�.; Al ° ° 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" 5-0" NISH F #5 BAR X p ° ° CENTERED W/ p p e Aa 9 H IN TOP o KNOCKOUT / N CHAIR BLOCK MONO FOOTING SIZE AND REINF. PER PLAN AND SECTION DETAILS -I CLEAN FILL DIRT z ° STANDARD o P 90' HOOK N #5 BAR IN FILLED CELL - Aa r s �• O ei a• 0 0 �s �• O 0 es �• p es a• STEMWALL FOOTING SIZE AND N STEMWALL FOOTING REINF. PERLAN AND STEMWALL SECTION DETAILS SCALE: 3/4" = V-0" DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC' ONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY EXISTING FOOTING RETROFIT FILLED CELL DETAIL 2 #5x6 IN CONC. FILLED CELL SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. MAR 2 5 2023 Virtual Review Assist, Inc. Plans Review completed and appr .fed for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 N N 0 N a 00 r� �. w LLI Q W L 100 U �M°° 5 gj Vi V -0 -a— dM E .` M C O ` 8 O p C.6 LL 8 Q .Ns wok �< U SLN CO a ^ �a WW W0a¢¢0 CHQ7 Dui w0WF_ w w2Ifo w C� z�� i00u 0J CJ V 0Z201-�QQ jamLLy0OMWQzow000ca /� HU)OZ�in LU QpH �Mwoa _vi w 2rF 2w23 QLL 0 D D�QLL oLL 1 O Z W 0 U ti D �: M O cM � a � ti i— W ce) 00 Z U W� W J QO r� Ili ill O 0 N 0 \ 0 N � RO M ` � N C) CD 0 N N M L �/� zF- W �/J Qz O zw O W V 000LU _ UVCf) -� 0 or, Q C:)W Z a- LLJ LU In cow 0 ~~O ztD O= 2 W � F- Q O ZXO �. � UaZ z Z Fm /0 0 t2 m z z w W J O O 0 LAST PLOT DATE ■ ■ z O STRUCTURAL DETAILS - RETRO FIT 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 F'G = 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 U360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER WITH A NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180. 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF LINTEL CAVITY. 7. 7/32 INCH DIAMETER WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE. SAFE LOAD TABLE NOTES 1. ALL VALUES BASED ON MINIMUM 4 INCH NOMINAL BEARING. EXCEPTION: SAFE LOADS FOR UNFILLED LINTELS MUST BE REDUCED BY 20 % IF BEARING LENGTH IS LESS THAN 6-1/2 INCHES. 2. N.R. = NOT RATED. 3. SAFE LOADS ARE SUPERIMPOSED ALLOWABLE LOAD. 4. SAFE LOADS BASED ON GRADE 40 OR GRADE 60 FIELD REBAR. 5. ADDITIONAL LATERAL LOAD CAPACITY CAN BE OBTAINED BY THE DESIGNER BY PROVIDING ADDITIONAL REINFORCED MASONRY ABOVE THE PRECAST LINTEL. SEE REINFORCED CMU ON PAGE 4. 6. ONE #7 REBAR MAY BE SUBSTITUTED FOR TWO #5 REBARS IN 8" LINTELS ONLY. 7. THE DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING THE MAXIMUM RESISTING MOMENT AND SHEAR AT D-AWAY FROM THE FACE OF SUPPORT. 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 • 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 + APPLIED HORIZONTAL LOAD � 1.0 SAFE VERTICAL LOAD SAFE HORIZONTAL LOAD 8, FOR COMPOSITE LINTEL HEIGHTS NOT SHOWN, USE SAFE LOAD FROM NEXT LOWER HEIGHT. 9. FOR LINTEL LENGTHS NOT SHOWN, USE SAFE LOAD FROM NEXT LONGEST LENGTH. 10. ALL SAFE LOADS IN UNITS OF POUNDS PER LINEAR FOOT. 11. ALL SAFE LOADS BASED ON SIMPLY SUPPORTED SPAN. 12. THE NUMBER IN THE PARENTHESIS INDICATES THE PERCENT REDUCTION FOR GRADE 40 FIELD ADDED REBAR. EXAMPLE: 7'-6" LINTEL TYPE 8F32-1 B SAFE GRAVITY LOAD = 6472 (15) W/ 15% REDUCTION => 6472 (.85) = 5501 PLF SAFE LOAD TABLES For Gravity, Uplift & Lateral Loads 4114mr-4R11" SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8.OB BF12-0B 8F16.013 8F20-0B 81`24-013 81`28-08 8F32-08 SF8.1B 8F12-113 BF16-IB 81`20.18 8F24.1B 81`28.113 8F32.113 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 1 4605 6113 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 26 33 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 7 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 1 2560 3123 3686 4249 1663 3090 5365 7547 36 7342 19 8733 19 10127 19 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 45 6036 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 T-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 8467 44 6472 15 9'4" (112") PRECAST 554 699 11 SO 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705 37 6390 47 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 38 4754 45 11'4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR458 783 1370 1902 2245 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 NR300 548 950 1326 1609 1849 2047 19'4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N R NR NR NR NR NR NR NR 165 315 550 784 1047 1 1285 1399 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR129 250 450 654 884 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS CAs'IIINCRrn SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 8RF6-0B SRF10-0B 8RF14-0B 8RF18-0B 8RF22-0B SRF26.OB 8RF30-08 8RF6.1B 8RF10-IB 8RF14-1B 8RF18-IB 8RF22-IB 8RF26.1B 8RF30.18 4'-4" (52") PRECAST 1635 1749 3355 3280 4349 5421 6493 7567 1891 3699 5206 6639 8060 9479 10893 4'-6" (54") PRECAST 1494 1596 3063 2992 3968 4946 5924 6904 1756 3699 5206 6639 8060P.3174 10893 5'-8" (68") PRECAST 866 920 1770 1716 2277 2839 3966 1167 2481 4567 6389 8060 34 931119 5'-10" (70") PRECAST 810 859 1653 1600 2124 2649 3700 11132342 4242 6639 10 8060 39 19 8706 19 6'-8" (80") PRECAST 797 901 1825 3120 5048 7747 9448 7360 901 1 1825 3120 5048 7915 1 9479 10893 32 7'-6" (90") PRECAST 669 755 1490 2459 3776 5743 7239 5623 755 1490 2459 3776 5743 8998 19 10893 48 9'-8" (116") PRECAST 411 466 999 1568 2253 3129 4091 3146 526 999 1568 2253 3129 4150 5891 47 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO.4 SAFE LATERAL LOADS FOR R" PRFrAST P. PRFSTRESSFD U-LINTELS SAFE LOAD PLF TYPE LENGTH 8U8 8F8 REINF. CMU* 2'-10" (34") PRECAST 1293 1642 2135 3'-6" (42") PRECAST 1025 1024 1830 4'-0" (48") PRECAST 765 763 1365 4'-6" (54") PRECAST 592 591 1057 5'-4" (64") PRECAST 411 411 734 5'-10" (70") PRECAST 340 339 607 6-6" (78") PRECAST 507 721 483 T-6" (90") PRECAST 424 534 357 9'-4" (112") PRECAST 326 512 227 10'-6" (126") PRECAST 284 401 178 11'-4" (136") PRECAST 260 452 152 12'-0" (144") PRECAST 244 402 135 13'-4" (160") PRECAST 217 324 109 14'-0" (168") PRECAST 205 293 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 C�Rrn SAFE LOAD PLF LENGTH TYPE 8RU6 8RF6 CMU* 4'-4" (52") PRECAST 758 757 1365 4'-6" (54") PRECAST 694 693 1249 5'-8" (68") PRECAST 408 407 734 5'-10" (70") PRECAST 382 381 687 6'-8" (80") PRECAST 595 788 510 T-6" (90") PRECAST 509 674 393 9'-8" (116") PRECAST 370 490 227 * SEE NOTE 18 SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4AW-4m '! SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8F8.1T 8F12-1T 8F16-1T 81`20.1T BF24-IT 8F28.1T 8F32-1T 8F8-2T BF12.2T 8F16-2T 8F20.2T 8F24-2T 8F28.2T 8F32-2T 2'-10" (34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 T-6" (42") PRECAST 1569 2524 3547 4569 5591 6613 7636 1 1569 1 2524 3547 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 5'-10" (70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 12 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 T-6" (90") PRECAST 727 23 1021 1634 12 210 11 2571 10 3039 10 3508 9 727 1166 1634 2102 2571 3039 3508 9'-4" (112") PRECAST 591 680 113 15 141115 181115 2152 16 2494 15 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 91415 118 15 1458 15 1732 15 2007 15 530 686 1183 1526 1865 2204 2544 1l'-4" (136") PRECAST 474 485 79815 1034 15 1272 15 1510 15 1749 15 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 9 441 723 14 936 14 1151 15 1366 15 1582 15 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 41815 373 606 14 783 14 962 14 1141 14 1321 14 428 455 770 1145 1444 1718 1993 14'-0" (168") PRECAST 384 15 346 559 14 723 14 887 14 1052 14 1218 14 410 420 709 1050 1434 8 1694 8 1954 7 14'-8" (176") PRESTRESSED 239 323 519 13 671 13 823 13 976 14 112914 246 390 655 968 1324 8 162 11 187 11 15'-4" (184") PRESTRESSED 224 302 485 13 626 13 761 13 909 13 105213 230 364 609 1 897 1224 8 156214 1801 14 17'-4" (208") PRESTRESSED 187 255 404 12 520 12 637 12 754 12 872 12 192 303 500 732 993 8 1268 14 1470 14 19'-4" (232") PRESTRESSED 162 222 34711 44611 546 12 646 12 74612 166 261 424 616 1 831 8 105714 122514 21'-4" (256") PRESTRESSED 142 198 30611 39311 48011 56711 65411 142 230 369 531 713 7 903 13 1046 13 22'-0" (264") PRESTRESSED 137 192 295 10 37811 461 10 54511 62911 137 221 354 508 681 7 86113 99713 24'-0" (288") PRESTRESSED 124 175 261 10 341 10 416 10 491 10 566 10 124 1 200 316 1 450 600 7 75612 875 13 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SEE NOTE NO. 4 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS C^WNCRfn SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RF6-1T 8RF10-1T BRF14.1T BRF18-1T 8RF22-1T BRF26-1T BRF30.1T 8RF6-2T 8RF10-2T 8RF14.2T 8RF18.2T 8RF22-2T 8RF26-2T 8RF30-2T 4'-4" (52") PRECAST 905 1748 2635 3522 4409 5296 6183 905 1748 2635 3522 4409 5296 6183 4'-6" (54") PRECAST 867 1675 2525 3374 4224 5074 5924 867 1675 2525 3374 4224 5074 1 5924 5'-8" (68") PRECAST 675 1301 1 1960 2618 1 3277 3935 1 4594 675 1301 1960 2618 3277 3935 4594 5'-10" (70") PRECAST 655 1262 1900 2538 3176 3815 4453 655 1262 1900 2538 3176 3815 4453 6'-8" (80") PRECAST 570 1012 1651 2204 2758 3312 3865 570 1097 1651 2204 2758 3312 3865 T-6" (90") PRECAST 506 797 1462 8 1952 7 2442 6 2931 6 3257 506 967 1462 1952 1 2442 2931 3421 9'-8" (116") PRECAST 395 491 93112 1301 15 1640 15 198015 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 ° 4 ° < '& W_ % > D > D > D C ,o ° - D C C 0 4 0 C C C 6 C 8F16-11BB/0T 8F16n1B/1T 8RF14-1B/0T 8F8-1B �1 �/ 0 °4 >D O ° e 4 > D O ° 8" PRECAST LINTEL W/ (1), #5 HOR CONT p BAR & (2) COURSES OF 8' K.O. BLOCKS C C W/ (1) #5 CONT HOR BAR IN EACH - ALL GROUT FILLED 0 * LINTEL DOES INCLUDE 8" CONTINUOUS TIE BEAM ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D ° 4 1-1/2" CLEAR C.M.U. CO cn X o D =cn0Co n wCc U~��u�Cn a #5REBAR AT o 0u, a ° BOTTOM MIN. (1) ofQoawz REQ'D QU- -JJ z - . LU 16 GAUGE ,ro c j ° POWERS STEEL Cl) r- z BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN REFER TO MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION. CONTRACTOR TO PROVIDE PROPER PROTECTION OF LINTEL TO PREVENT RUSTING. REFER TO MANUFACTURER'S SPECIFICATIONS IF LINTEL IS SCRATCHED OR DAMAGED REFER TO POWERS STEEL FOR REPAIR. LINTEL DEPTH TO MATCH PRECAST DEPTH. ONE #5 BAR REQUIRED TOP AND BOTTOM OF ALL POWERS STEEL LINTELS. #5 REBAR AT TOP MIN. (1) REQ'D TGROUT " CLEAR �C.M.U. a BAR AT BOTTOM TEL CAVITY BOTTOM REINFORCING C U 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 QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP zz= CF CF v LINTEL PLAN PER ELEVATION B 10'-8" CV) Cq MAR 2 5 2023 ELEV B Virtual Review Assist, Inc. Plans Review completed and approved Lo for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 00 LL 04 2 LL IT _LU LO Cr j CF v LINTEL PLAN PER ELEVATION B 10'-8" CV) Cq MAR 2 5 2023 ELEV B Virtual Review Assist, Inc. Plans Review completed and approved Lo for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 00 LL 04 2 LL IT _LU LO Cr j N O w 0 Z Q � W L '� � U Vi v/ -0 -0- m M E _ � r o �� 0 o g • f , U"I N C /V� `i cQ V � 0 a a W O uj Uj W O F LU a ¢a ooaoX- Wo�a°oZwo< Z om� �U�r �0� �Oa�� �X�03xvLLUQ ��0 O Q�w Z�� n�AWWw%QQJ w�yDoQZ¢�?wzOwvaQw� �2 F- 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)#51-(1)#5U (1)#5L(2)#5U DETAIL'A' DETAIL'B' DETAIL'C' (1)#5L(1)#5U DETAIL'D' DETAIL'B' &'C' 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No.3 6740 9462 9462 10000 10000 3-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 2912 5318 5318 5114 5114 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 2038 3722 3722 3598 3598 414" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 1566 2859 2859 2772 2772 4'4' 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 1453 2654 2654 2574 2574 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 1127 2013 2013 2000 2000 5-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 964 1636 1636 1712 1712 6-6" 54' PRECAST (2) D4.5 WIRE 2 No.4 796 1454 1454 1435 1435 7-6" 64' PRECAST (2) D4.5 WIRE 2 No.4 639 1167 1167 1152 1152 714" 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 979 988 914" 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" 1014, PRECAST (2) No.3 2 No.5 329 602 602 430 602 12'-6" 11'-2" PRECAST (2) No.3 2 No.5 312 570 570 391 570 13'-4" 12'-0" PRECAST (2) No.3 2 No.5 287 1 525 525 337 525 14'-0" 12'-8" PRECAST (2) No.3 2 No.5 270 449 449 286 451 14'-8" 13'4' PRESTRESSED (2) No.3 (2) 7/16strand + N.R. 522 522 360 499 2 No.4 15'-4" 14'-0" PRESTRESSED 2 () No. 3 (2) 7/16 strand + N.R. 473 473 328 455 2 No.4 174' 16'-0" PRESTRESSED (2) No.3 (2) 7116strand + N.R. 357 357 254 352 2 No. 174" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + N.R. 277 277 202 281 2 No. 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 256 256 188 262 2 No. N.R. 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 219 219 165 229 2 No. S N.R. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 203 203 155 215 2 No. N.R. (2) 7/16strand + 24'-0" 22'-8" PRESTRESSED (2) No.3 (2) No. 5 N.R. 164 164 124 179 N.R.- NOT RECOMMENDED jj 1-1 Qd DETAIL "A" DETAIL "B" DETAIL "C" DETAIL "D" TYPE DESIGNATION P-PLAIN LINTEU QUANTITY OF#5BAR AT 5-SOLID LINTEL -i r LOWER LINTEL CAVITY [8x16-P-1 L/1IU] 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)#5L(1)#5U (0)#5L(1)#5U (1)#5L(1)#5U (1)#5L (1)#5U (II#5L(2)#5U DETAIL'H' DETAIL'J' DETAIL'H'&'J' DETAILW 2'-10" V-6" PRECAST 2 D4.5 WIRE 2 No. 3 1 10000 10000 10000 10000 3'-6" 2'-7' 1 PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No. 3 9550 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No.3 7207 10000 9863 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 6614 10000 9053 10000 54' 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 4843 6687 6635 7320 5'-10" 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 3940 5211 5402 5641 6'-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 4350 4350 4225 4314 74' 6'-2" PRECAST (2) D4.5 WIRE 2 No. 4 3206 3206 3063 31133 7-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 3071 3071 2916 3049 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No.4 2831 2831 2651 2811 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No.4 2625 2625 1 2421 2607 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No. 4 2153 2153 1881 2139 1014" 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'-6" 1 V-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) 7/16strand + 1419 1419 850 1347 2 No.4 164" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1291 1291 775 1270 2 No. 17'-4" 16-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 993 993 600 1084 2 No. A 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1035 1035 478 936 2 No.5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7/16 strand + 961 961 446 872 2 No. 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 834 834 390 763 2 No.5 22'-0" 20'-8" PRESTRESSED (2) No.3 (2) 7/16strand + 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 'is,�: •:L•i: •t:L•i: DETAIL "H" DETAIL "J" DETAIL "K" TYPE DESIGNATION P - PLAIN LINTEL/ QUANTITY OF #5 BAR AT S - SOLID LNTEL r LOWER LINTEL CAVITY [8xl I6-P-1 L/1IU] NOMINAL WIDTH I `QUANTITY OF #5 BAR AT NOMINAL HEIGHT) UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x12" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5 (1) U (0) L SOLID ##511 U (0' L SOLID #5 (2) U (1) L DETAIL'DE' DETAIL'DF DETAIL'DE' &'DF' DETAIL'DG' 3-8" 2'-4" Z-91 PRECAST (2) D4.5 WIRE (2) No.3 3764 6455 5637 5637 4'-0" 2'-8" 74" PRECAST (2) D4.5 WIRE (2) No. 3 2970 4965 4401 4401 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 2654 4449 3965 3965 4'4' 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 2400 4030 3607 3607 4'-8" 34" 3-0" PRECAST (2) D4.5 WIRE (2) No. 3 1966 3390 3053 3053 5-8" 4'-4" 4-0" PRECAST (2) D4.5 WIRE (2) No.3 1193 2290 2085 2085 6-8" 54" 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 1764 1763 1578 1578 7-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 1409 1409 1188 1267 9'-8" 8'-4" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1000 1 1000 686 903 TYPE DESIGNATION P-PLAIN LINTEL/ QUANTITY OF#5BAR AT S - SOLID LINTEL r LOWER LINTEL CAVITY [8xl j 6 L/1 U] NOMINALWIDTHJ L QUANTITY OF #5 BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY DETAIL "DE" DETAIL "DF" DETAIL "DG" REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 12" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE/ BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U (1)#5L(1)#5U DETAIL'E' DETAIL? DETAIL'E' &'F' DETAIL'G' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No. 3 10000 10000 10000 10000 3'-6" 1 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 9383 1Dow 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 6766 8225 9200 9445 414" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 5104 5671 6345 6345 414" 3'-4" PRECAST (2) D4.5 WIRE 2 No. 3 4683 5137 5717 5717 54" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 3428 3727 4091 4091 5'-10" 4'4' PRECAST (2) D4.5 WIRE 2 No. 3 2787 3088 3369 3369 6-6" 5'-2" PRECAST (2) D4.5 WIRE 2 No.4 2560 2560 2723 2723 74" 6-2" PRECAST (2) D4.5 WIRE 2 No.4 1992 1992 2112 2112 71-8" 64" PRECAST (2) D4.5 WIRE 2 No.4 1921 1921 2035 2035 64' PRECAST (2) D4.5 WIRE 2 No.4 1792 1792 1862 1897 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No. 4 1679 1679 1699 1776 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 1411 1411 1319 1489 10'-6" 9'-2" PRECAST (2) D4.5 WIRE 2 No. 4 1186 1186 1014 1251 11'-4" 10'-0" PRECAST (2) No.3 2 No.5 1074 1074 854 1121 12'-0" 10'-8" PRECAST (2) No. 3 2 No. 5 992 992 751 1035 12'-6" 1 V-2" PRECAST (2) No. 3 2 No. 5 937 937 685 978 13'4" 12'-0" PRECAST (2) No.3 2 No. 5 859 859 591 896 14'-0" 12'-8" PRECAST (2) No.3 2 No. 5 804 804 529 838 14'-8" 13'4' PRESTRESSED (2) No. 3 (2) 7116 strand + 1207 1207 605 938 2 No.4 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1095 1095 551 887 2 No.4 17'-4" 16'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 836 836 426 763 2 No. 19' 4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand +2 655 655 340 645 No. 5 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 607 607 317 601 2 No.5 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 524 524 277 526 2 No.5 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 488 488 260 493 2 No.5 (2) 7116 strand + 24'-0" 22' 8" PRESTRESSED 121 No. 3 (2) No. 5 399 399 217 412 TYPE DESIGNATION P - IPLAN LINTEL/ -r QUANTITY OF #5 BAR AT S-SOLD LINTEL I r LOWER LINTEL CAVITY [8xl 6-P-1 L/1IU] NOMINAL WIDTH j `QUANTITY OF #5 BARAT NOMINALHEIGHT UPPER LINTEL CAVITY DETAIL "E" DETAIL "F" DETAIL "G" 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 (01#5L(1)#5U (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U DETAIL'L' DETAIL'M' (1)#5L(1)#5U DETAIL'N' DETAIL'L' &'M' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'4' 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-6" 3-2" PRECAST (2) D4.5 WIRE 2 No.3 9313 10000 10000 10000 4'-8" 3'-4" PRECAST (2) D4.5 WIRE 2 No.3 8548 10000 10000 10000 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No.3 6261 10000 8605 10000 5'-l0" 4'-6" PRECAST (2) D4.5 WIRE 2 No.3 5095 8995 7007 9811 6-6" 5-2" PRECAST (2) D4.5 WIRE 2 No.4 6871 6871 5482 6814 7-6" 6'-2" PRECAST (2) D4.5 WIRE 2 No.4 4693 4693 3976 4661 7'-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 4456 4456 3785 4427 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No.4 4047 4047 3443 4021 8'-4" 7-0" PRECAST (2) D4.5 WIRE 2 No.4 3706 3706 3144 3683 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 2954 2954 2445 2937 1014" 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 2082 1590 2082 12'-0" 10'-8" PRECAST (2) No.3 2 No. 5 1895 1895 1401 1895 12'-6" 11'-2" PRECAST (2) No.3 2 No.5 1775 1775 1279 1775 134" 12'-0" PRECAST (2) No.3 2 No. 5 1605 1605 1107 5 14'-0" 12'-8" PRECAST (2) No.3 2 No. 5 1490 1490 992 0 14'-8" 13'-4" PRESTRESSED 2 No. 3 () (2) 7/16 strand + 1948 1948 1093 2 No.4 V14 15'-4" 14'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1774 1774 996 4 2 No.4 17'-4" 16'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 1368 1368 771 4 2 No.4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1084 1084 615 1095 2 No.S 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 1008 1008 573 1048 2 No.S 21'-4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 877 877 501 966 2 No.S 22'-0" 20'-8" PRESTRESSED (2) No.3 (2) 7/16 strand +2 850 850 471 923 No. (2) 7/16 strand + 24'-0" 22'-8" PRESTRESSED (2) No. 3 (2J No. 5 740 740 393 772 DETAIL "L" DETAIL "M" DETAIL "N" TYPE DESIGNATION P - PLAIN LINTEU QUANTRY OF#5BARAT S-SOLID LINTEL r LOWER LINTEL CAVITY [8x1j 6-P-1 L/1 U] NOMINAL WIDTH L QUANTITY OF #5 BAR 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. 3000 PSI GROUT (PLACED INFIELD) 2" 2" 7 5/8" TOP LEG BARS: (SEE SCHEDULE) (1) #5 CONTINUOUS REQ'D PER STRUCTURAL PLAN 32" STIRRUPS AT 4'-0" cc ED OR WELDED) )TTOM BARS :E SCHEDULE NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL -ASTM A615 TYPICAL RECESS LINTEL SECTION PRECAST CONCRETE 4.) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" PER FLORIDA BUILDING CODE 7TH EDITION (2020), RESIDENTIAL SECTION R606.14 OR FLORIDA BUILDING CODE 7TH EDITION (2020), BUILDING) SECTION 2104.1.5 4.2 DESIGNER MAY EVALUATE CONCENTRATED LOADS FROM THE SAFE LOAD TABLES BY CALCULATING MAXIMUM RESISTING MOMENT AND SHEAR AT d DISTANCE AWAY FROM THE FACE OF THE SUPPORT 4.3 LINTELS THAT ARE GREATER THAN 14'-0" CLEAR SPAN MUST BE PROVIDED TEMPORARY SUPPORT, NOT TO BE REMOVED UNTIL TWO (2) DAYS AFTER GROUT PLACEMENT. 3000 PSI GROUT (PLACED IN FIELD 2" 2" LO 7 5/8" TOP LEG BARS: /-(SEE SCHEDULE) - (1) #5 CONTINUOUS REQ'D. C PER STRUCTURAL PLAN 7/32" STIRRUPS AT 4'-0" cc (TIED OR WELDED) BOTTOM BARS SEE SCHEDULE H NOTES: 1. MINIMUM COVERAGE OF STEEL - 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" 3. STANDARD FOR REINF. STEEL - ASTM A615 TYPICAL LINTEL SECTION PRECAST CONCRETE CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC. REINFORCING SCHEDULE & LOAD CAPACITIES SAFE WORKING LOADS (PLF) 8" X 24" COMPOSITE LINTELS LINTEL CLEAR LINTEL TYPE LINTEL STEEL TOP LINTEL STEEL GRAVITY GRAVITY UPLIFT UPLIFT LENGTH SPAN WIRE / BAR BOTTOM BAR CAPACITY CAPACITY CAPACITY CAPACITY (0)#5L(1)#5U (1)#5L(1)#5U (0)#5L(1)#5U (1)#5L(2)#5U DETAIL'O' DETAIL'P' (1)#4L(1)#5U DETAIL'Q' DETAIL'O' &'P' 2'-10" 1'-6" PRECAST 2 D4.5 WIRE 2 No.3 10000 10000 10000 10000 3'-6" 2'-2" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-0" 2'-8" PRECAST (2) D4.5 WIRE 2 No.3 10000 10000 10000 10000 4'-6" 3'-2" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 41-8" 314" PRECAST (2) D4.5 WIRE 2 No. 3 10000 10000 10000 10000 5'-4" 4'-0" PRECAST (2) D4.5 WIRE 2 No. 3 7681 10000 10000 10000 5-19' 1 4'-6" PRECAST (2) D4.5 WIRE 2 No. 3 6251 10000 8615 10000 614" 5'-2" PRECAST (2) D4.5 WIRE 2 No. 4 8629 10000 6741 10000 7-6" 6-2" PRECAST (2) D4.5 WIRE 2 No. 4 6266 6603 4891 6909 7-8" 6'-4" PRECAST (2) D4.5 WIRE 2 No.4 5967 6199 4657 6477 8'-0" 6'-8" PRECAST (2) D4.5 WIRE 2 No. 4 5430 5524 4236 5756 8'-4" 7'-0" PRECAST (2) D4.5 WIRE 2 No.4 4961 4979 3869 5178 9'-4" 8'-0" PRECAST (2) D4.5 WIRE 2 No.4 3865 3838 3010 3973 10'-6" 19'-2" PRECAST (2) D4.5 WIRE 2 No.4 2984 3021 2320 3118 1 V-4" 10'-0" PRECAST (2) No. 3 2 No. 5 2699 2699 1959 2699 12'-0" 10'-8" PRECAST (2) No. 3 2 No. 5 2436 2436 1727 2436 127-6" 11'-2" PRECAST (2) No. 3 2 No.5 2269 2269 1577 2269 13'-4" 17-9' PRECAST (2) No. 3 2 No. 5 2034 2034 1366 2034 1*-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. 154" 14'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand + 2199 2199 1219 1846 2 No. 17'-4" 16-0" PRESTRESSED (2) No. 3 (2) 7116 strand +2 1698 1698 944 1546 No 4 19'-4" 18'-0" PRESTRESSED (2) No. 3 (2) 7/16 strand +2 1348 1348 753 1330 No. 20'-0" 18'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 1254 1254 702 1271 2 No. 21'4" 20'-0" PRESTRESSED (2) No. 3 (2) 7116 strand + 1092 1092 614 1167 2 No. 22'-0" 20'-8" PRESTRESSED (2) No. 3 (2) 7116 strand + 1023 1023 576 1121 2 No.5 (2) 7/16 strand + 22'-8" PRESTRESSED (2) No.3 (2) No. 5 898 898 481 947 •G:;� 'tip •(�•� TYPE DESIGNATION ,.,.r rly't ,.,.� ,.,•� �'A+y'� `,Atp'� P- PLAIN LINTEL/ QUANTIT10111 BAR AT .tiN ,tit S-SOLID LINTEL r LOWER LINTEL CAVITY [8x16-P-1 L/1 U] it 't•,,' t• •• NOMINAL W IDTHJ J `QUANTITY OF #5 BARAT NOMINAL HEIGHT UPPER LINTEL CAVITY DETAIL "O" DETAIL "P" DETAIL "Q" CHARTS FROM QUALITY PRECAST COMPANY COMMERCIAL CONCRETE PRODUCTS, INC. GRAVITY & UPLIFT SAFE LOADS (PLF) 811x16" 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 ##515 (1) U (0)1 ILL SOLID #5 (2) U (1) L DETAIL'DH' DETAIL'DJ DETAIL'DH' &'DJ' DETAIL'DK' 3'-8" 24" 2'-U' PRECAST (2) D4.5 WIRE (2) No. 3 5713 10000 1 DODO I D000 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 4511 10000 9686 10000 4'-2" 2-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 4032 1DOW 8687 9503 4'4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 3647 9133 7835 8173 4" PRECAST 2 D4.5 WIRE 2 No.3 2990 7025 6382 6382 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 1819 4139 3839 3839 6-8" 54" 5'-0" PRECAST (2) D4.5 WIRE (2) No.4 2976 2976 2676 2737 7-8" 6'-4" 6-0" PRECAST (2) D4.5 WIRE (2) No. 4 2292 2292 1918 2121 64" 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 1563 1563 1113 1455 DETAIL "DH" DETAIL "DJ" DETAIL "DK TYPE DESIGNATION P- PLAIN LINTEL/ �r QUANTITY OF #5 BAR AT S - SOLID LINTEL f r LOWER LINTEL CAVITY [8x16-P-1L/1U] NOMINALWIDTHJ I LQUANTITY OF#5BAR AT NOMINAL HEIGHT UPPER LINTEL CAVITY GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x20" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5(1)U(0)L # 1 U i L SOLID #5(2)U(1)L DETAIL'DU DETAIL'DM' DETAIL'DU &'DM' DETAIL'DN' 3-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 7665 10000 10000 10000 4'-0" 2'-8" 2'-4" 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 1DDDO 7552 10000 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 4897 10000 6836 100DO 4'-8" 3'4" 3-0" PRECAST (2) D4.5 WIRE (2) No.3 4017 10000 5613 10000 5-8" 44" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 2448 7050 3434 6540 6-8" 54' 5-0" PRECAST (2) D4.5 WIRE (2) No. 4 4569 4569 2302 4235 7'-8" 64" 6-0" PRECAST (2) D4.5 WIRE (2) No.4 3338 3338 1640 3122 91-8" 8'-11 8'-0" PRECAST (2) D4.5 WIRE (2) No.4 2158 2158 936 2036 Il 11 11 DETAIL "DL" DETAIL "DM" DETAIL "DN" TYPE DESIGNATION P CL ANTI ]F 75 BAP P- 5 1__ r, r [8xI6-P-IL/I`U1 a I .LTH] ` ,AI e -°PER _I TE :-11 UNIT '1450' - 1ST FLOOR PLAN ELEV 6 1 /811 = 1 '-011 GRAVITY & UPLIFT SAFE LOADS (PLF) 8"x8" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE / BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UPLIFT SAFE LOAD PLAIN SOLID #5(1)U(0)L SOLID #5(1)U(1)L SOLID #5 (1) U (0) L # 1 U 1 L SOLID #5(2)U(1)L DETAIL'DA' DETAIL'DB' DETAIL'DC' DETAIL'DB' &'DC' DETAIL'DU 3' 8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 1919 2143 2143 1753 1753 4'-0" 2'-8" 2'-4" PRECAST (2) D4.5 WIRE (2) No. 3 1597 1801 1801 1483 1483 4'-2" 2'-10" 2'-6" PRECAST (2) D4.5 WIRE (2) No.3 1473 1668 1668 1376 1376 4'-4" 3'-0" 2'-8" PRECAST (2) D4.5 WIRE (2) No.3 1367 1553 1553 1284 1284 4'-8" 3'-4" 3'-0" PRECAST (2) D4.5 WIRE (2) No.3 1194 1363 1363 1131 1131 5-8" 4'-4" 4'-0" PRECAST (2) D4.5 WIRE (2) No.3 864 995 995 831 831 6'-8" 54" 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 "DA" DETAIL "DB" DETAIL "DC" DETAIL "DD" GRAVITY & UPLIFT SAFE LOADS (PLF) 811x24" RECESS DOOR HEADER TOTAL LENGTH CLEAR SPAN DOOR SIZE LINTEL TYPE LINTEL STEEL TOP WIRE/ BAR LINTEL STEEL BOTTOM BAR GRAVITY SAFE LOAD UFLIFTSAFELCAD SOLID #5(1)U(0)L SOLID #5(1)U(I)L SOLID #5(1)U(0)L #5 111L SOLID #5(2)U(1)L DETAIL'DO' DETAIL'DP' DETAIL'DO' &'DP' DETAIL'DQ' 3'-8" 2'-4" 2'-0" PRECAST (2) D4.5 WIRE (2) No.3 9620 7599 10000 10000 10000 10000 10000 10000 4'-0" 74" 2'-4" PRECAST (2) D4.5 WIRE (2) No.3 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 5-8" 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 7'-8" 6'4" 1 6-0" PRECAST (2) D4.5 WIRE (2) No.4 2693 4979 2069 4671 9'-8" r 8'4' 8'-0" PRECAST (2) D4.5 WIRE (2) No. 4 1552 2996 83 2844 TYPE DESIGNATION JJ L TYPE DESIGNATION P- PLAIN LINTEL/ QUANTTY OF #5 BAR AT 5-SOLID LINTEL -1 r LOWER LINTEL CAVITY [8xl6-P-1 L/1IU] NOMINAL WIDTH `QUANTITY OF 15 BAR NOMINAL HEIGHT I UPPER LINTEL CAVITY MAR Z 5 2023 \/R/ - li, " Virtual Review Assist. Ini. Plans Review completed and a ved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 SAFE WORKING LATERAL LOADS (PLF) 8" X 8" LINTELS Total Length Type 8"x8" PLAIN 8"x8" SOLID 2'-10" Precast 2082 9235 3-6" Precast 1325 4624 4'-0" Precast 1041 3358 4'-6" Precast 858 2635 4-8" Precast 810 2459 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 8 9'-4" Precast 222 772 10'-6" Precast 156 600 1 V-4" Precast 132 651 12'-0" Precast Ill 593 12'-6" Precast 98 544 13'-4" Precast 82 475 14'-0" Precast 71 429 14-8" Prestressed N.R. 417 15'-4" Prestressed N.R. 369 17'-4" Prestressed N.R. 257 19'-4" Prestressed N.R. 184 20'-0" Prestressed N.R. 167 21'-4" Prestressed N.R. 138 22'-0" Prestressed N.R. 127 24'-0" Prestressed N.R. 100 N.K. = Not KeCOmmended N N CD N d• N_ Ln U. e C T O Z Q to N LO - � W L �>- u N U r. co V M A� C C CO Y/ u g O TS1 0� Q g a Q C U .N d -: LU IZry C ^` W L E � .P CL -0 ( U) ) LJ LL zw L♦~ � w x<oY iJ W WOQ Q`QOf O�00 �QZU �~ 0Q U Q JO Q0ZU-L.-Z20 0 a T�-WH LL OZWaww LLJ p WLO¢OwLuVoa. ZQ LL ow 2 1.- o 0¢ Q oa 0 H O zW O� I.-: (y)CD Q WJ CV) L0 (D qqt c� LL C W I` z W LO W^ a _M (L 00 >- ZVF- W W J� O0 il! ! ! I N N N I � M � � Z 0 N W ! ! ! ! ' ^ > N M 00 / %� Z ~ Z v, Z W C)Z �a CF)O W U 0OO U u) O Or< c) z nEL ' > 1..1 1 Q LU W ~ V O j O ZO= ■ ■� W (L 0ZWO O Q U gWLL LL z �z z F� pU _o co Z Z J W o � o 0 LAST PLOT DATE Z STRUCTURAL DETAILS '--� ELEV. B (LEFT) HURR/CANE Mounting Brackats i 10 Gage: +1 `2-x+1: 2' x 2.12 See Atnc ilclr sold; 112' 1%a. A32S C;aly (Typ.) Ret 10-s/sr watha i Self-locking Nuts buck CrOSE Support P (May be tut to W) Right Bracket (16 Gauge) Serf'rd.+y Scare AS A/C Unit Stmorn Ett Hurricane Strap (Tyr>itak 3 in front) Front Cross Support iMay be cut to W) Utt bracket (16 Gdugel) # 14 Self-Drillng Strews Thru Byrttcketi d Sark Cross SLpportInto A/C Una Beatorn Side (Typical: 3 each side for hurri"ne use) a' seat t raeti is :�.tl situ ., .Aa Hi a I. d11.. lion tYal€e W11tuLiu4a.1 Jrum suave .Pxt mqooi ( fat win sip to a Florida Department of Business & Professional Regulabon POW 1 a, Building Codes and Standards an of a, Product Approval AppileMion Deba S44e Pint f ull D>PondOs Do tole! Ytl.gd agoilligaM Comm Ita�rx.E.iirase Yltdtolrl®t Ylralte9 ba2I¢M FacMerevi den[¢1Q4 flies "kr4ioa 2020 111 vent RPdeu9 Im A4C+4el be. n-Iff N1Ysro P.E Lode Bovda*+ I 12M&"20 12liono2o 12r ili PpprVeed Casuallyftwura Ccrrgsaerts (6771441.6360 PE•73T76 M03M,IariD SoloCalegair. Proalota ha1Ml<Masa Rii of infociamameatow NW TedA66"Y C,OI A-- MIMWIt E.Nraion popom tart e Flo" Registered Aar 11W or a Warta" Floral iiAmn4to Froreelmd slower Est gmwmbxbmm babuinodmw S IOLQU Acormaidn«use Amroved man AMfiei>l0Y rr Use knm aolgd DN .) Eammu 1 Bnommont model am(�sio dial Fur h. Flood and Vemu~ Vent Izall a23 Yes Yos NIA a1006d00 2 SnmPlleerd Model r1S4G611 ail DFvwo_ Flood end VknNadon vend 12/dlrio2S Y" Yes NM +t00d• too 3 9rraw"m Mods WIWI M Mtlated Flood Yetd 1201CM yes Yes NAA +10D4,lo6 4 3rrt iVeM MD[Wl 540-121 Isolated Faded Vent 12r31r1023 Ya4 Yea NaL .100a'00 5 BmIdVoM MofM a1540O'.D4 161ryd; G-1. Door Fbad Vont 12,31120M Yes Yes NIA. WA 6 nrera sraMdm 1,1541 Wood Weil lawkbod d FloVent 1N3IMI YaleYes NIA +taoi too I i nMC4 r61ao0174 1 IMMM 14.Saquo linage Door Flood VW 120310/70 Yes Yes NA NM Florida Dspaftrn®nt of Business & Professlonai Regulation pew 1 w l Building Codes and Standards to 4 mz1 Product Approval Application Doug -- art 151t t; II[t >t E(oonru r n�a Efadn OBn1V20X1 OaA92020 OBr2o201D Ion'Yad"M MpraAd gudL61ELMt Amenteollor.Us* Elm lraw Ewa 6taert cadet a .tor r IIsaM g in we a s Rgles6 girt petal Mebt Rooltlo SYwem1 CMG 1031 DMC 15465, OW 1155, DUG 2006, 1213/R025 Yes No NIA red Ito DYC SY Florida DWartment of Business & Professional Regulation Paw 2 a 4 Building Codes and Standards2Dz1 Product Approval Application Detali - 299 1� Version MeatfeC%m C91twEne111eatf i t.kenee V8lierretl ev ere_ t.omd Sulm.1i w FW Awrove0 SLBWa Revision 20M Tharnii Cor"on Stave Josperaw Lyndon F. So,%mW PE Ryan.! King, P.E 00151 1 121312020 W72212021 05KW2021 Appolred Caltellovir Eabrer Doors M a13-7626 PE-43" (811) 767,%W aubCeteao/►. enolorla Eleanor w anor DoAssembles sl�oerson®ttermatru co Compose"-1 ... : C-vaivatlen Report mom e m Florida Registered AreMteet or a Lioertlwd Fbrda Professional Engineer F .P2DN84tsglialWitaliI PredFmdM pp��y������r��/����r�lrrtt�eylr�y�� 4 RUZQaaaiiaM AOOr*Vil1/�f�*r Un AODFON.dttWU�M N NVN2 pI(mpact fimu= Dari PrtEsli�i 1 a Th6rnr-Tru Fiper•CAssstc and smoclh-Sbr Nominal SAM.8 6quorin mc*k of Opaque 12nit2i'S2 No Yes Yes WA Conyoete Edge F beglaea Seigle, Door timrae ,Goc usewlg: X dmMgurstai 2 b. TMmq-TN F6tor.CliWc a" Smooth -Star Nominal aLgm,8 aquogn mct&qudt Opaque 12r31f2IM No Yes Yes WA Composite Edge Fbtaglsas Sagle Door with SddM(s) (Inavlirlgloutraving: XO. OXw OXO mnrrgurations) 3 c. Therma-Tru Fiber -Classic and Smooth Sitar Narwhal Ci6AL9p8 dquotlmpctiqudt Opaque 12ril 2012 No Yee Yes WA Composite Edge Fiberglass Double Door Wth I without Sid Nola. OrmwingfOuttmer a: XX a OXXG comquraspns) 1 d_ TMrme•Tm Fber•CgsYc and Smooth -Star rllomleui tT6R3G,0 8quollmrpactigte5t Opaque 1713127J2 No Yoe Y» WA Composite EAbe FtboVIaea Snple Door P"Swrg70Nrwwv; x con6gmabory 5 e. Therm 7m Ft o-C &s3iC and Smooth -SW Nr WSI B6R98,o agwttlrpactligtalt Opaque tmlr= No Yes Yea WA Composite Edge Margulies Single Dow Irlth SdWM(.) (InswnptUlsving; XO..OX«OXO c nligurseons) 6 f TlwmwTru F%wCWo6c and Smooth -Bier Nominal SLOWO i ac tgwk 0 12131r2022 NO Yes Y" VA Composts, Edge 1F or kAAMIR Sida.as tramingrOulsiI XXo 04XXG 7 g. Thern e-Tru Flom -Classic and Smod!I-Star r'lomdlal5L4W.a &qu&jffpacgkpwt Glazed 1213WIM M1b Ymi Yob WA Composite Edge Fberglsaa Single Door OmanigO!M'iviA9- X mnMguabon) 8 h- Themr-Tru FRW-Cbesre one Snndtn-STar NommN BL43P.8 SMI W02013grnr: Glazed 1213lr= No Ym Yes WA Composite Edge Ftspglms &Vie Door wah Sdaile(s) (Inarirq/Oubwne: XO OX a 01 cwdgunebons) 0 1Therms-Tru Fiber-Claswc mW Sn"It 1st Nomnal G&M,,88qui mpaoNrgitot Gould 12011= No Yes Yes WA Composite Edge Rbsrghwa Double Dow Wth or wMout Sideltles (►immargr0towng: XX or OXXO domrigurarici 10 l Thermo.Tm FWar-Classic and SmoomS4r Nominal S "WO 8 all nuctigwr Glazed 12131/2072 No Y" Yes WA Composite Edge Rlar-om Single Door nnwrlgxhdeMeng; X misgumbon) 11 IL Therme-TN Fiber-00I and SlrleodA-lMar Nominal MOM0 84uM mrwd&gLvO Glazed 12r311= No Yea Y]a WA Composite Edge R b"ap Style Door wnh tibdb(s) 0 A+rlg/Outwerrg; XO OX or OXO om 12 1 Th6rmo-Tru FYfef-Clasar anti 9mfM_3pr Nommal "N3G;O &quote ll'rAae}agwF, Glazed 1201/21122 NO Yes Yes WA Composite Edge Fiberglass Double Door rwlh or midwut Sdelbes Orae iny0uto Ing, XXIor Oxxo codrguebons) 13 m Therma-Tru FAw-Claaaic and Smooth -Star NomdW Milli 6quot<I ftV"t!lgI Glazed Muted 12131/2ti22 No Yes Yes WA Open CompoYle Edge Fdwglanr Single Door 9nseararOutswr4 X wnlN-8110rd 14 m Ttemla-Tru FCor-Classi and Smooth -Star NorrII 8adi!&8 ta7r ot, mpacKgwt Olxsd Molded 12131f= NO Yos Yes NIA Open Going*" Edge FWagism single Door %ft Glazed Molded Open S1de"s) (IneMrgpu!sNMeg; .10 OX orOXO _d q.nab n ) 15 o. Therrllai FmerC:lome and Smooth-Sbr Nomrrol Metes &gtwtl"MedoWL Glazed Moded 121312IM No Yes Yes NIA Open Composite Edge FAreglass Double Door w0l or wthout Glazed Melded Open Sldelltel 11r r%JOutsmg, XXw O= configurations) 16 p. The -T- Fdwr-Gana. end Smooth -'elan Nomuwl SAM''S &.Pu tlmpectaq.r t Opaque 12131/2622 Nn Yes Yea NrA Composgt# Edge Fiberglass Si'gle Door with Molded Open Sdeh%I Ons+dngJCyutsAing, x0, OX or OXO w, fguravori 17 q. Ttemv-Tru Flier-Cla c and Smootl>Ster Nominal OL"l ,8 &quotl mpacdo of Op ;quo 12/3112022 No Yee Yea WA Composda Edge Fiberglau Double Dow win or 'rotll" Glared AaoNed Open Sdebtos liinewrgCuk" XXcr0XXOmnegura I Florida De(Mnrnerd of Bushiest & PFWss6brlal Regulation F;1P 1 d 1 Building Codas and Standards 1&1 Product Approval Application Detan s tall art Data P.narou g� Tani. *MgfKoar O"W ellale'r 6 uoerla vabmtee a f1ri Ittg Fac.AoevrvY moved ' RowsIon 2DW POT Muatri" isae Ro * manioo& 91- CEa M6114-(AdP sCCD - VAL 1394;1r2Da0 1 D728''N20 11fl4t=u AWWO Camporyc Eyed. Doors (941) Aa&o 100 (vas/ 315-25dr0 6ubWHgory: %&as E b.fi Door Asaw bies {rrxer»Ig)pgind,abreae Conpilllenw YMbel: C.Ol ao retie a, uafng am FdiDeJtnRodsds Ew R:Adtd WL YOrk m. ar Nt fmabLakwasum 9 600.4&70 Hags 1A.16e leeperil Yrra1 Yldag Oboe 0- cluster Asur(pg doW4Ved nor ilia Aaordvee Tr UM % a g DHAM Cooled Sulamti 00,14ra021 Yes Y.. Yes NIA August 1': ;-022 As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed belo° �f they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING Therm aTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 sf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/3112022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.71-38.7 psf 411412026 Pella Corporation FL2646 C. SECTIONAL Wayne -Dalton Series 800018100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 sf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/810018200 #1124 (16X7) FL8248.11 +34.4/-38.3 psf 12131/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60,0/-60.0 psf 10/8/2011 PGT Series 5500 FL239.2 NIA , 7/30/2C25 Pella Corporation Series 10120 FL11206 +35.0/-35.0 psf 6/1712C12-7 Pella Corporation Pella 10 Series FL16603 +60.01-60.0 psf 6/2212023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/1612C1'24 Pella Corporation Series 10120 FL11161 +30.0/-30.0 psf 3/27/2C23 Pella Corporation Series 10 Sliding Window FL12811 NIA 5/2512C31 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 N/A 4/3012C25 Pella Corporation Series 10120 FL6694 +50.01-50.0 psf 7/1512024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5/2512031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261.1 NIA 5/2612026 E. OTHE R 3. PANEL WALL: A. SIDING .dames Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Sofa FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54,2/-54.2 psf 713012023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2022 B. UNDERLAYMENTS Tamko for Shingle Roof) 151b Felt Underla meat FL12328 NIA 6/2912C23 Plyglass USA, Inc. (for Tile Roof) POLYSTICK TU MAX FL5259 NIA 12I23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 NIA 9/912026 Florida Metal Products, Inc Vent RV 10 FL21580.3 NIA 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.51-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NIA 12/31/2022 All American Shutters & Glass Galvanized Steei Storm Panels FL17869.1 N/A 12131/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999r1 - FL1999.4 N/A 1213112024 MITek Industries, Inc. Truss Plates FL2197.1 - FL.2197.5 NIA 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NIA 3/3112C23 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 NIA 9/1112C23 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 NIA 5/2512C24 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must to available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE r,)riae7epa roe'tcfBusiness&ProfessoiiIRecc,,;lalon as ' uik:rrc. Godos and Siantfards Product Approval Application Detail Eel :s m 1as DY*PerriIIf; T „'v.'�rylr�n W.:r lfactur .oM:ce mquiter S L.-cri 141i"teo SY ya1 olw 4i.mir -Ir 7DC Auovval AeonI SyIlL-1 •:"T...ir.. 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L. ... ... .: u. � - ., A= IE bs4: 4 .-.�. .3 �lazrn IiJ31+si11 "e-s ._ 'era A� be ( t...: MAR 2 5 202VV\ =loiidaoeppiv,wiofBasres;AProft scna Regularon I Virtual Review Assist. Inc. ��. C.dlcing Codes a-r Cla'K131d5 Plans Review completed and all l Piod'uctApproval Aplul'`alionDetall the 2020 FBC 7th Edition for compliance with by Debra Anne Klahr rLt„>xP� ,1S E ulz. W 2Asin IMI, fwl-& gst d �--?f' :.T C +1' f is:9i rcen!P 1�6 nilW xkYaj 21111'er B- &II maaw" Wok.:. 8.a aw0. y ,: a.:.. has ,.-:a:;x a ::• _,xra ' *3gs.13LY_Asir _•, I. IJyP AMPYtsf :y,'T uH 11SAfI 01,4a-. 5 i rx P x I No!1N W." •1 r,. Ny: 1.. :-tom J•rsplyflyr Cc Itra 1 EaJiI D:Y.v 'It .`Ej b" N1MT R•5$IArM PRlsx ; C ! _: 1 ... " -.['n 54_:r At,,,•• l 4 a. "r= IY, N;A -n re: ex„x 1 4 '.'j'Fflh S lA.. M t '1N 1. :Irr',IA :,. rr:- 14'! monist . At 0 ,: it n{,r. Florloa D9pa Urent cf 6utino s 8 prCfa sDk 1a! 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PA 1.0 I N Florida Department of Business & Professional Regulation Pages of 9 Florida Department of Business & Professional R olbraw Pa e9 P. .+ Florida Department of Business & Professional Regublion ^1911(i, ()Pfrurtr-len" W BiEW 011 & P"141 sslcna: ugubt on p, U Budding Codes and Standards Building Codes and Standards Blihing Codes and Standards 2Ak1nd Cc'des z•ld ota'xlar(s 70 O - Detail Product Approval Application De Product Approval Application Detail Product Approval Application Detail ro Pduct Apprnual AMAication Detail Q :.. - - --- Q� _t el.,r IV R14 li DalrPMdlhte20 ! e�� Co 1(•��, I � C V LM Yltilon � Eno new A,. License Validated iblQmltted FIBC Aslorevel ggg� �{gi Lab riartLrt all ➢art Date Penelro lout 1941 enter a. oat MR lib-Et2Va ➢& "}# twit ;k+J:k. Fa�dLlj. pw_- V Rawson 2020 Thermo-hu Corpssah.. 3bnn•e.Lapate n Lyndon F. gehmiM PE "i, J King P E. 1w7riml mien J21 Iam312071 12n5>i'Q21 Approved Mort � ���r �� �� VWIdalb lr Y�J�� &��Mi FaC Am .I�Q� $r.a�c.� 7 V-- r - y y f apt..•,, .,t�.rs. _Y� _✓ L 4r,u err,• - L>,n.,r.. t. �vwa. $ scene Y-Adood a, - Jalleae Su6na�LeJ FaG tshu-,q+ 19Yus , • � �a � t� CatpirX EKteripr Doles, (800) 813-7f329 PEd3400 (813) T87.6555 +Vhnatioa 2020 PGT lnbraries Jens Rasmedli Mer,f-Cede BCCO-CER his-batl. BCCO-VAl � IImrvai a,0y'rp2D IVIV2b20 ACV Ftatwn 2070 MI W,nn+Weand Doors - dremcha rear Amenran N>d,tec,ufal ;srcn M Ikicn. PE taotu202o 1pipra2o2o tort y2:'-. - - __ri ' ..,. - _. 4. 7A- •:.- - :-�.-. 1 k.-� q. .., .err .,_ _ SullCallegan: averring Edealor Door AseeenNiss sjowerecroatermahu.C,c Cragrr ovd_ (941)46"100 r7e6i 313.2590 Category. Wndnas t717)30,3300 Manueset sA.-irm 1117)J1T-As4 C. Q.), �.LtepryFa 7 1, COmptleaCeMolod: Evduatlon Repertfroma m owtcotgmy: taoge Nang Madrod: Cartnaem Irge0rlk@{+gir+oawissc on subcstegpry: p4.r 4k-t.+3`ems rh- >` Florida Registered Architect Oita Licensed Florida Corry14rc. Men a using Camilla- Neft4 COW.Noo Mee a Lming _ . R7feaoontl Fxgber Fl.ezit4t2a Pro�w.lt F t.rla rr t r'Sus..-., tt,rdpr(s O L ��tq FLa2gi6/-RP Prrsdut)es b,MYv AsarraMx AgaavW To the A -rend to I%@ OT044 casks; t'aaa11IV A9wrarKt Approvedfor use AmoVM to use Newel ce y,. P d �Icv M -vrel rtr ua. Auanrsd ±� use O O VJCS•I Product iRliproved ref lute t Pressure Esa recoduct 2 shboi. awsw Wei. mpeal V.0 g ion Wind- 0713p2025 t' ItYlti OCRsnth HVNL fil pf"I i(1 Yes Yes Yes N,A sks"don. or C, ,tract Expansion � in HvHZ Outside 811111� v-.. - ,y'� i raiviL 14,111 R'�k..°:21s'=: ^.4(tu'F�Pp.A{A1R9L^.. ,kSa) Pat IA;_"YML S!:.{'a i (1 HLHlitex Moist , CfaM[tzlA Suss Mods Nunberor Name Product Descdotlm Contract Exgrathis flats w HyHZ Outside HVHZ Resistant Urge i a eW g a ng. H� 166 Fun rid v `}xs2$ GFew 1 - 3•, �•Y;1g, 1Rn'? +r• x,-, n� Akan 1 a ThemaTru Fiber -Classic and Smooth -Stu Nominal O&M.8 &quot Non-IrrpacAquoL I',7peque I V31/202.2 No Yes Nos NIA M Compcairo Edge Fibeig law Single Door O 2 bTheorist Fiber-Ciasab and Smo•Jlb-Star (Inatairg*u*mng. X cnrifigureliort) Nominal 68,tt1p6 AquotNon-I moncr&qudt Opaque 12/31/2022 NO Y" NO WA (n .Ln O Composite Ed" Fdtetglalss Single poor With L Sande(&.) (1ntwnpi0ulewirg, XO, OX or OXO (n L-+/g-� CL ..rrrgurabsn. ♦/�1 u 3 e,Therma-TFbar-Clrsac and Smooth-Stor N Nomlrrol B&e3g:8liquor Non-Impact&qust: Opaque 12r3112022 No Yes No NIA t.e,� Fiberglass Cornpoalle Edge Double (floor ft o vAMpvt Sidalitea (IrmLMrpiOuNwnq', XX or O)XO �� .� V! OOl�guittOflt) ''. 4 d. ThemahTm Fiber•Claisc and SirK,ah-Star Nominal 78ai*,0 actual Non•impsOt&quoL Opaque 12f31l2= No Yes into WA Compasses Edge Fiberglass Single Door_-.- 5 aThemiaTtu Flbar-Cluaw and Smooth -Stair (InteArgrOueswng; X Comtgurabon) Nominal 7&rZPO Aqua[[:Non-Irtpact&quat Opaque 1213112022 No Yes rn WA Composite Edge Fiberglass Single Door will Sdetae(Q (Inswro'Cutawng XO. OX or OXO coregurahons) 8 I Thernse-Tru Fiber -Classic Mitl Smooth- Nomatd 6&M;oagtb(NOMImPDCMgwt 'Opaque 1213112OV 140 Isis No NIA Florida Department of Business & Professional Regulation Paeg., 01 Florida Department of Business & Profeftona1 Regulation r - - Florida D'eya`trsoorM :t Bas-mess & Prcfessioral Reg�;atbn Compndla Edge Fiberglas Single Doer Building Codas and Standards t%M7 , Madding Codes and standards n = B5u,di rig Codes artd Starr.3rf�e Hn,as, itrlaTMrigrOutevirg: X wrllgmanon) 7 g, ThomIes-Tru Fiber -Classic and Snout! -Shay Nornsad ll dogQ &quaFNgrFlmpaR&glaot, Opetraa lv3112GQ$ No Yes No NIA Composite Edge Flbaglew, Single Dow dch Pro" Approval AMNcaeon Dltall Product Approval Appileat on DeM Product Approval Application Detail Sktetite(e) (inav4rlgrQsAawing, XO, OX or OXO -_ - - configurations) 8 h. Therons,Tfu Fiber-Ckwc and SilkOlh-Star neaN No U030;0 agtgkNon-Impalt&quot Opaque 12131r= No Yea No NO _ :: - -.. n ahsua.ae -_. - _ - FLa2[-;sins Compeella Edge Rbarglau Double Over sseh t# _.. S9il _- -- -- -- FertCz - Bra gm4la.PJeli6a go - � - - - Edrea -. ➢tlt � ! bM C.rltie aMtJ :. a�iik JL&t C,Aa PonGnu ! 4 wt1azi SkWfta (lnaA4rhgn7utsNng; XX or OXXO con6punWene) mm venal- at;.8 i'a911 tlarloea i:L�aa Y/riasLk Yall1e11d til"alGei FOC Approval TXM venison, q P validated ar Y,qbiLi{ fullesidad Fa£E®t brae,.:.. a,rw ��s Vr�ar•. I6nnUY.1,.a! ram•$ Eadnw is Uctn" VNMxM Bu MNI. a ram, YdIdYM AbmMl• >>-BC Ammval 9 LTherms-Tru Fiber-Chssie and Sliooth,%ar N17nsal 6110W.8&gvotNon•ImpeQ6,gegt Glazed 12131r21J2' No Yes No WA NkmMiOn 2020 PGT fndaar" Jana Flow Marh,iCado BCCO-CER Mlem 044. 8CC0-VAL 11g5QOM 1IA's W3 IIM1r.,II1 AOpavwd RaHewn 2020 an WV44sia.ad Dbrs & d9nn1w WIs A Lase. PE Slave.M unrv. PE i0ea12020 lrAGnO20 1dY19,4020 i2flW? . _. _•_w1 :-l" -2 r.. - _ sa w a5.rsiro^.e Bs,_ ID L.. aaarra-Caen BC C -L'.._ .;,rX`;��_-, 11R. .r7.T 2G 11n •'xi_l� nr{.n I Compowls, Edge Fiberglass Single Door C*.gw Valndena (941)485-0100 (766S 315.2507 Cataggr VVnarva (717;. 365-3Ilan PE.G2514 (717)3t7-8454 rxwyars' r-Asa--, I9413=5.".5'(ICrI (ir rlplOVM--M. X COMgwation) sr4fwYagery^. Feed p061Nraa1@1kJaMJeulea0 Sanowbegerar lauions bsitstgerQmMM-lam j S,.ecstaooa rsBvo,, rWWIk16PAM1 j(ne C 10 1 Therma-Tn1 Flber..cesesc and Smoethsaat Nomr W 81110132;8 AquatNen.Imparl&quet Glaasd 12131k2DY2 Composed, Edge FfbargleY Single Door with No Yes No MIA Ctarpeanu Mashed! Cartlacaserl M.rk r u4nig am ca s plaehc. klMhote EvMJason flown tin a Florid. Regi.t.nd ke,iact am Used maw. ,.,tmpl an Mahan` r e n -a....+.: s,>xrs n I.i.t ny i=^I Sidelse(gil (linsivilogroults.4rq. XO, OX or OXO FtIck.iwul Engnew plant tlons) 11 k Therma•Tru Fber•CtrJac and SmotAh�ar Nomelel OW39;8 cC Gazed 1231IdD22 tos fJo Yea No NIA A AOR{.eteate.ilia t QWM f aNAet Cuaser Asaretrce Araaared,a ue. v.d' RL>`"" >a.3E2z. Do CrnpoMae Edna F-�ergls 0eubb Door wthw don Doubles g'O! Il.tlS9{Z lati laSrsw.7 ',tt4 5+�:.£4z4sL.HittLvt�.!#;sRta E.�6&i�<yl�::g(. 4a•xraeeemh allpn l?�,a_e F?� w-1-g�-ar',r>¢ Reidztiy tt;•a gsigia wtholA Sbiaa imabal On ion . XX or OXXO ( g, 5 P,IµI M.Lwryr Missile loped, Nno Fi MAndow 44MI 25 Yea Yes Yea WA guma AmLIMS1 Amewdtar use t� r_y_ S.:S,.n.:: :s R' ., .. -,< e. ., - . +.. ... :rtl Nnaacnrs 0L17Y.27:F ,I � ,v. Yo-� =>:n cOmagufadM6) �l Redurl Mndrl Mranhr r Npnr ferna.l Emkallr, arY in i�iL tta�r i'_va_-a _ ,. 12 L Theme-Tnb Fibrr•Crmle and Smooh-Stair Normal 7&M;0&quottaaelmplshadqua', Glazed 12131rdm No Yet No NIA 2 S7S4 Vertical Numnum Pull. 12`31Q024 No Y. Yes Cenpwle Edge FibagkRs Single Door pmwnatowwm 1S X OCHO MMOr) 13 m.Therms-Tn, Feer-Clusic and SinPPlhaail Neonal aq,N'itAlon-Import&quot' GIua.9 121310OW Composite Fdge, Fibargla , Smile Door with S"44(st) Qrrev irglt}.esvMg: X0, OX or OXO No Yes IN. MfA 14 n. Themr-Tru FmeoCrmip and SnooM•Strr kemeel U0139'0 agnoLNon-imp s lAquok Glazed IW3112(722 No Yes Ne NJA Composile Edge F76ygfau Single Door (NWngrOusvtrg: X mmigustion) 15 o Thsmm.Tru F4ler-Cima: and Steoth-Sear Nomml 8913904qu0te4Dnlmpsa&gtlot Glazed 12l3112fP22 No Yes .40 NIA Composites Edge Fil eglaa Single Door With SKldde(s) OnsYlig/Otath ta,g. XO.. OX or OXO connpuretona) Forida Department of Business & PTafessional Regulation Pa]a 1 n Florida DeParimerd of Busins& Professional Regulation Flo" da De(ra-lrr nit BL ,ness & Pr 'e,slo-ai Reyu'atlor 15 p Thenre*Tru FYba•Chewk end Snoah•8tar Norrnsull 6& 39.0 &gootNon•lmpw*quot Glamd 12J'31r1022 No vas No NIA Building Codes and Standards I,a: 1. Building Codes and Standards -_- r� -L r�rtg Crcz_.3 and Srdr<oir_�5 Compols Edge Flberglass Double Door afro or Walioul Sildelibes ansiongtOuoltanB: XX or OXyp confgurations) Product Approval Application Detail Product Approve( Application Detail PTodLKt Approval Applicatdan Detail 17 q. Them'e.Tru Fibear-Caessic and Srnmth-Bair Norllhd 0139:8 &quott,lwrlmpaf!&quot Opaque 12ra1R022 No Yes NO NIA Composite Edge Fitharglaa Single Door % ttt 1B I Themse-Tiu Fiber -Civic and Sac ith•5lar 7raosonlOp( configuration)- Nornihd e4Kf98411,quoldNo FlmpecdcluoL Opaque 12faln 22 No Yes No NfA S4� linava lEal 292 D" pual1e slat SC2b for $° an 4E.iE.Pe UNM !dt r_ndm - �� _ �51 Lail P ,„Ar Oe" e Composes Edge FitierglaRs. Single Door wars Sele ile(s) and Transom {IrppWnglOutw.rq', OJXO VEa1aa !tom fiartl� &Odm6il�i! Yam' vac NN a idgm ilk Ili A&� iragl6 11M Vi- iboirl , , � ValrmLee err VarldYtl lacmaaa FRC Apprw,.l AgOmYC: -'._ 'y,. V - v V-. a :; v:q Cct'r.hn $1�h 8 L .ty4 VaF,al Vail" ed SLn grl PtS� ro APH al /gyp, >vr4 $ar3 (YoxwonoxOromgurealael Restaion 2W Jamn, Florae Buistng Prom In;. ChadDroks V.Me- Ton JW 9W6nsW, P. E. 01,032021 12J14nW0 01,08r2021 dng FBC Appn Rel- AA Alr� Nlek Thaanpson cr"F Seh aP.E Ryan)Kng. PE 02n VA21 07nW 171 1371//7021 OMYIC-: -.-.: ,, ;,r„y ... - ^�..,.-.. `: - ♦� M '^ ,--:>ne:'li-•n .. Y. .� -'F �'+•'�r,.-.. �..... ":'1.i��i�:, ".v.-'viJ ass, 19 a Thermo-Tru Fber-Classic and Smooth -Se, Nomro18&a3P8&guotN*n-InVoctggLM Opaq a 12/af12022 No Yes Hh WA Caegary: Panal Wawa (90M "ll-e g PE-81662 I'S52) 387-2336 Caloew. . Pend waiK PE-43409 (5131791-95$5 _m,•4,nJ o "; 1.:-'.<I -E =7 J:, - . uZ2- Composite Edge FrbeigMss Single Door with S,JDCMegcry: adn0 ched.dss cke*ameahsed SubCahgorr. 8.111s nmetnwa,®ehA. can S tx,x1,7rn ­t _ - _. s'.n,et;4i ';xr SKWM(q (In WollioPhavirig, XC` Ox r OXO Cgr vmm,. MW,od Enusio, Repm tam a a- Carrpfl.nca Melhoe• EVxuYren Regan tram a a:err ylnm Mwe ,x!f.,,F. Continuout Head and 60 eonNgtrrbosle) Florida Rep.ee.6 Armtlect- 1-1-wd Firsts Fip.aa Regrdared Ard,lltet ov a Liwnaen Fbtde IW1,11 + J 1 a t,'+ +rc:^ L ern "III io, I:Iu 20 E TheranV-Tns Flbet-Cksse snd SYnoeIAStK Nan4nll8&a3a;0 Aqu0k,NWt-Impgl6qugL ppequ! 12r3ll= No 'Yas No WA Rrahsaima rrpner P,Ivae, ooel Enpneer ^.'vl;rlrau',;w,ur I'n,,n.,nerl Composer Edge kbergless Singeor DoLMth Sldella(5) (Inaw1g1Outiam g. QX or QXQ FLai 52724115 Pcd„as k a1'111.c,§ _ FTodacR,v Continuous Head lira Sir Wr6gryrWiais) 4r1!d Asr,ran a, Amowdio uss Am ilor d FiatIM t� thisfal Q"W Ass AwroYM fir Use 'a 21 u. Thermst-Tru FlGer-Classic sod Smooth -Star NomWl 6tar,8 11quot Non-IrnPaa&quot Gazed 12131r2m No Yea No WA outrde NVNZ gym �! Product amberor lianas lodKt a 0 CaWe[I [tsfeam DMe In jar Pisr Ch atta,lssaranint AAseraved rr use Approved Ator Use t7.; W,, AI,;-ZW Use Imposer P. ;,,A,L- M Jai INa d cv w Na:,,e Rovis./ Orsrr,a C.,r,u act E.ai al e+, Oatr. k, HVHZ .rtd4e I+YZ R Imi sae a A,Muct Model. arbr es uor aidlard et deerleo, w nLataP1 fMtrall-OM. h, kvmr &A" KVKZ RerMrY ar,.. c saw pr�w-s Composite Edge Fiberglass Slope Door silo apeows) poswngroimhMrv, Xe, Ox re Ox0 I Crnplena Lep Sdng 1bn- ine.t lsp.idng t2P1Q023 -wi�lj Y_vastK A WA I d 6quU2T&q ct 8rito Vmr r cdld VaN Softy t 2J3lr2023 No Yes NO _s, _,£.3= 4r,`:e, pr.Y . �F p a. a al a K 3 sa le--. t_:• '-twF..n•f : , Continuous Mild and Sir coretpuramns) 2 Hardrpoiss, Las siding lbw -amnions i.p aldn9 42Air202} Yea Yea NM WA 2 a byuaJVlancn TMdua5."1 veal r Pidld vvi Sra :291.r2023 Na, Ye. No - - Xr ow:,e • �.+-::'ra 22 r Theme-Tk Fiber -Gleam and 3mootMStst, Nominal SUM: 0liquMNon-Irnpas&gsgt Gls¢sd 12/311= No Yes No NIA . C aat(I.rraanbw Nmege 8",Iod6S39. Sea Vanier gold VVM 5Pfa 11,312023 No Ye. No Composite Edge Fiberglaw angle Door Yrith 1 d A4a,Dsalai sale Vent r Said hArrl4 :,arR 1JJT023 tb Yas Ne sichaba(e) freswngioneswril; xc,,, OX a OXO 5 a 6ql t'PrW Draaqud; 8.45 Vent r Saki Vnks SPna t2a, 2p23 Fro Y. NO ' 23 W, ltsm la-Tru Flber-Ciwak and SmrocNrStar Corrtmuouls Mead and SellconItgaIrsaMa) Nominal 61aR396 tgLootNon-Irrpec4Aquot Opagoo 12r31rm No "ass, NO WA G F. Gpud:'Acpar'Sgsn&7uat; Sa6d Vat r Sol ctl Warne We ; L"3t2023 No Yen sib Composts Edge Fiberglass, Doc, PanCts wdh vented Ssddla(a) (I naadigi'Oubwrg, X)l )=r XXXX mnhgumb-) 24 K Theirrai Ftw-Oasac and SirwMSfar Nominal 911ae90 &ki012 Nw-Inpaa&4wo OPnrpre 1273l= No Yes NO, WA - - - - --.-_---- "------ - composite Edge Fibsollaw Doo, Pansb wilt, Vernzd Sitlalae(a)(lrnwngl4utso-V )OL XXXor)0= j col rngureeon.) 25 y ThsmN,-Tm Flier -Chic and Simoah-Star Nominal 69A3g:8 SquotNom-Inpra&quot Glared 12/31/2022 No Yet No WA Composite Edge FibHglew Door Panels vole+ Varied I Saddb(s) (I-r.900idowning XX XX}(or )000( Florida Departnterrt of Business & Professlonai Regulation Urge l m r. Flcare s Dppertmont of Business & Prntessacnab Regulation rain'::, Florlpa Depal"kroard rsr BrislsleSs & Prefesssonal Regulpnal p,.2,y r ra, 20 zTherrra-TruFba•Clauicand 5moothStsr obnliguralbort NomaIk99 elB&:D&quotNon•NontggwkGlazed 12ra11C0"Ld No Yet hid WA Building Codes g es an tat+�"u•'� Building ICodesandStandards �-,.. 3uiidin Oodiisand Stardards leracl., `� Composite Edge Rberglaw Doo, Panels with Veirffid ScWW&) friswrglOubaWtg, XX XXX at XXA`x Product Approval Applkat(on Detail Product Approval Application Detail PfWud Approval Apphcallo n Detail aoApurailant) _. .. 27 za.Therms-Tiu Fiber-Classicard Smpotft-Sesr Nominal Glazed 12131rx= No Yes No WA i Color> -i Edae Fiberglass five Dee With 360390Sidel lam- -- - - !9 l : .`_: - LS•17 2 ae(si Ont,Lntgrol�ro X0, OX or OXO _ -,- - I Deft Pens^° _ �1l @ra Enft 21211 .fit &� Perialn0 21. 25 zo. Therme-TN Fide -Gawk, and SmoodrSesr Nomaacosdogular>S'M:B&glntNon•IrnpwMquot Glazed 12/3172022 No Yfw No WA ,LM YIWaC 11 ir" Vim: Yi1id ill ,2s iS{�LL T V I�af *"^'r &O:clWKAILkares!yarmma tir it WU 3f1 t9aID a Arnow. ;Jn:.ius TG=. Vester: ,aracw, W `_.r Coyaef _w.a L._«,a. vakre.c� Jcatdelw Stem Ir.d fee �rml A i�e._v.,f S-an Composite edge Fiberglass Doubts Door Wtih R44aon 2020 TAMKO adding ProduCts LLC Kid Use now Nanarer Jana W. INezeAdl, PE 10002DW 0iWW2070 h1112ro20 17A5.M ,"po.ad Raw.aon 2020 LV. Thonpso,, I.a III)* Thanpw ArchgaturA Tony Chinatown Zachary R. Pest !A"n M L", PE OW170M OW16,20W ollimGd6 1705M -.. - •. ,^ -,_ V:i I Rs.. s,o-. --•.. klunln Math F.•r�:_•ts':re. ctaer ,! r ¢. Jemrs 1. LL4xke' I' Lit, J!^.r, V Urn*. Ff. ry2T,�G„7 17n�'.Y}7"v i r�42('�: 1'+'.0 ..-L> AFq'u.T.J pAdwnplOutsTarg; O)00.? PC-56aee r954'1 T7Z-6274 PE-74Mt i717?317.9454 I ,:NalpNy fi A- 6rgneenul yi •,r.±t ]1:•,96}t 29 m. ThertnrTru Frbar•gastieand Smooth-F,7[ar oonfo ndbon)ke ooMlgulfilli 12r"31l2022 Nomegll ll&IEdge No Yes hid WA tam Cafa®ryeans :VMetl.yr,rds k4em1M14-0044 er allay am Cal chasm . Ro:innolnp ACassnrle5,B1a1 Me an oriya feKKnacco, y SLraCdegury r va-gAe s,n�N „r era, P,A�mr.z am P'E.91.-K "eras Friberg Single i h 3101 Composite r Edge postab oven ,)(L. Door wile 3&A390 Sdelae(sj (11t.wrglD,Aa,Mrg'. XG, OX or Q)(d complai1sm wmOM Etaluslsol Re Pen Foime FlarMr Rrgaratl NOettd or. uw,aad Flram Integral art lame RCGIng alm ( r nwppr, err Mdhvd rip M f?r1,•v, ! 30 ThLvrtsa-Tru Fiber-CIPsew Smooth dmNguratona) =1191 l 8&f39;0&quoLNon-Impart&quot Glazed 1211ll= No Vas No NiA RderronN Engi+er F Cmerpilartce Med1O2 FvesnYm Rararl sera s tialea Registered N solset oa Licens d Flrida � . R c,-n , ,,-..,,•+r ... ,., sr„Kw r . cr zd. and -Star Composits Edge, Rberglaw Double Door wth rtmz3zt.Re Produces Pralessrrns Enginew F r -u six r,- 334139;0 Stltsatss (ins'wngrOulswrpg, OXXO A irarpravad tr ua. l�td i flJ1w'ItA2 iwppuas o0nt>gutom) bell a er4ae! Eaoiratle^ Date .slat iin Roe outside ii t�1Y15. Comae Asallolrrr A:Yae ed io ;z, Ax• 2,i is Usr niter! Or 31 Ze. Therme-TN Feer-Qwilc and Sind ari-SW Nornalad 7&NWQ &gU"0oe Im Shgter 12j3lrj 1 pp01&g40C NO Yes N0 NIA Or1,tI0i Assurance t Amreaad fd Uat L'rv3al, L. - a.I M • sari # g� c xf n+ralm^ 1'd- e, NVMI rMe '� sVr,f $t> ffi P L3 r9lt SaiN Composite EdgeGlazed Fiberglass, Door 111AW29de1b{qn 1 TAAs(O Red UndarMynHThta(tMQ7 Rmur,Ca®aymaatror wen FBC+mC a5r�t202} Yes N:, WA WA �r asQi t� V.t Kra '. j r�arl,.o rca+AY-�. arJ � 'P. •[, rI �O�M'. Qya AT�mPymp J'V1 Vir piCCP. R1 rdbR laM;^1Mn 12:'i,/r(V4 rid W iy't with crwsdtout (IraaMrgyOuesvng', X DX, XO or OXO IXvdi,Turato" TAWO poor Undefts tta,"i NON+(VHZ) pnshcmns, R.W."' edaymeot. fa wan FBC n 1. i''ac oe+ :-01} Me Yea NN "It'st TAAaf.°rJ rM1K TCp Q1iPod9e Yonl wN16�1C br lie 26 @a. aldtc.ppf rrltlMr w#h paiflo 0ar09Q0'..4 Yes Yea N;A ptisawms 2 TAMC0 Cwraenack Vann TAMGC Off-Rda. Rod Van v ifs Bills 20 OL u'5,092026 76 let. MSIe ryar sbtblr writ Inlegrded D.Ma 09h'Ri12tt26 NO Yan Yes Yea NIA WA •w� _ 4 TAMCO Round Top ON-RO40 Vent Mg, 8a)6oW Tika 26 6W sac roof Ve"Wr win baffle 09o0,7(126 Yes Yes NA ',+r. Florida Deparh»ern of Buslrless & Professional Regulation aqa 1 d 1 Florida Department of Busimgea it Professional Regulation Florida Deparlire it ,of E- s nes_ 3 P ofessio.,a l Regullatior :, t Florida Department of Business and Professional Regulation BLriclngCods widStandards fan,, BuiIcing Codes and standards ELnk! igg Codes d,d Building Coders and Standards 3/15l2022 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail _.. fL9ifil�il2. - :. FI MSS=-f?6 Se.4gt l;t'Yt.'!a earl ttYl 2althadFYl bl! 690t Eliftor 2n all. gia.Pines- 21M ::ode r�n!h5+ nr 61 !i .)Jaye 7abe Pa."Ine Gale FLif 59 R31 um yoso R►+isia, 2020 Laminas 'SslOq V L Kri Jolley JM LBndmea. P-E. st-M uoat, P£ yawn %� Ac-,l A It23.2020 1111VA"0 II*^,M20 dnO FEU."Aw. jypt vene Nwufart,- Rtulshen ZDNJ Bawl R.,Ap � Va Malwd air Armrsmnph. LAPMO UnNomn 6wluapen 11"W.Walkr ;fig FBC Approval 11mCV2d 11102.2020 Mrevm.i 111t�an :' �,,< YP9 a� .-:awn=.,1 `..m.,s ., ', •.- ft tel:,<tur-ct ,-.tz,. :=ro...co v,r.r.;,x'<_._. CxY 1i Enyl tier f $L.gA � a do ad BY Yi3lglli9Dl 3'u�.O.St"2lt F8e �r4..::al A+BAS3,59 -iln 4:.~n,:sC^ 'v':lan�rn Ilat,ur I, E.-IOP'rn %J Knaze; rh I_ 1Fnn�F S'� ':wJc,,.`:;:. I,.Li;_:i'LI ,JtY:.^"i"] Appre�ve:'f 9}a�.9.9�2�Entlyg i� 2M a. 2= �$ CalepayrRoolog (501)0e) IS3 PE-31242 (7i7131719NA coagwrRobins 001)MO-609i St"cesLLC. (205)@34.01a\1 '.Hwger{ ^a t"'-•,`.:S ter[, C44'F7 1� Jy,a[On Manufacturer C Fog JL�@ Infwr& Vel ed BV Revision 2020 POLYCLASS USA Ma Alpert en John W iay1,cdx: i IU28d2020 111[11 020 FBC BReroved Approved 12M50020 9taCrtagary' Rrxrng icra..rlet art rw an lowAs Pori ofmi Raoul a arm ComplianceMahod: EVMe.lbn Rapt lam. Ipolreaknienwcam SLOCalegory! Rasing Tiles Carrpilar 1011.ed! EVah,91-Reprat hear pr E•,.)usdPo En My RoAlnNdde,san@ideal ro m uM ar«•oy ..on' FI. once M•itod ea '2v o '.2age tz A •'.. Cy:Jryt,^i:-.: ,. Ceiegory: Roofing S95d2331330SmaIpeAQpolyglawcorn Robert Nieminen Knezeivich, PE Flalds RfgMercdNMMclrxs Leeased C06 Ra SubCageyory: IJndedaymBflLg PE-59186 (954) 772.8224 11t01f2020 El&t12024N lrmrMs Professional Fnigneer FL93AL I&A&ds sly AsarrMsee Amrevrd la iMe AmrovM la UseL_LL_- boom F Jil'OT£ RE-.-VdUCbF, Compliance Method: OuearAirasit4 _ 6Q@9JBL4tll3alt Aprawctm sae $ lei,aewr wm. amZlift"'lt--r-+ Fags SFat lad nos it I era. nvr,CO 1 y. i 01 Pea a 1-Igrqu �'4Pne1 Nnrnhxra Q,Ditty Aa2mn>Mt trtr }x AaOPa',Ped tor lilac liAC1&t Ce+:Mn Prod UeNc+ ran Evaklstion R from t t r 1 rnrta A.rp: impact Ma Snot - cP .ar„C r.. a - ,. ....., ,,,„yy ,,,r ,.--.: __cR-.. :nfarxh":.h�[ UCa eary we t E xbra Gate ..�o,.Janwr-t.,aYrn�r a-arp.Tea:,;ttrsr i..�dll.uargldirlP.erJ A„_Il.nq..,: ', ev, Ou13Ida HVft2 ResMam Phrtaune .,.,. r .. ... ,, ..,.. ,,.. I., Yea IIIA a Florida Regrs:ered 1 DackFi DAJ err TPI Burst Dee Nr DA-4 Lw PPrJ P s Rsske Pod vwn 1211414 Y25 a, d'badaadit1II No Yea No -07 5/ e> :. -Ka,suata!Pudm{aaaaa, IT Sa wy a60 8lek "I 4smp: $04 Shoo FNu Praha Steelton. CA a2/3ir20 V N. Yes NIA m •y. revs 'Riotu _ Ards tees Ora L Ceased FlFlorida Professorial hNcArxet Afitched k Plywood Doak 15 Seta r a00 - Slats, Steele Anmp; Se4R Steele is 700 Sh.Ar, &We 6awtp, 8011 stake Grainy F e P of le - Riato, CA J31 RU 0 Flan "I. � JAa`id- CA i27 t=() No Yns W. Yea MIA WA `;. i.r NIA /g Engineer 20 5r 1700 - steak.. Stsi. k.- 504 shake 27 Toes F Was I R.- r e Flat P,001. Nato CA 1241=20 High Rare - Katy, TX 121310020 No Yea Not Yes NIA WA I . 28 V'aa L Prime • Italy. TX 12/3120211 N Taf NA v FLA6�-R31 Products gually a lsr Imam 20M Z /��1� S�rq or Mom x Product Modal Marlber rge Contract Expiration In Productv Ego"" L / Date 1 Possess Roof UndeMynerRs Rooting underlayments 101'2172022 No Yes WA +WA/-e21.5 1 Payglats Root Unallift aCnes (KVHZ) Pedy leas roof W4~ort9 for use in FBC 12/232023 Yes No WA wA co FIVNi Malad dlons ere„_ > 2 Paygl&%R007Urboeasy Urft (rbW-HVHZ) Pd"a» roof u ntlenapnnlents, for Use In 12123f2M No FBC ron4HVHZ )udal0letlona Yes MIA aWAI-=25 O WA Florida Department of Business & Professional Regulation Rape l or, Florida DeperimartofBusiness & Professional Regulation Florca De rltref t rT Busness & F` esstonal R JlotKtn F, , d1 �' 2'O 1 Pa amRooTUllpeea yg1 yfaenes (HVFIZ> Payglass ;ppadl;ta7�rn�getf■etadofostas lnlKl MllM In iBC 1223V2Q2:3 vas � HVNTp„ydbgdrie Potfglax ibr No Hf0 Yes WA WA +NrAPM5 Building Codes and Standards 12srsJ22 Bu111ir5gCodes and Standards - rx d=nos Codas and S.andards L%:1: + L /� C L 2 Rool'UMa6aynerltt (11drl-HVHZ)-12) roof undeaWmerts, sit n 12F232023 ►BGnon�(VHZ}uAs&oruM. Product Application Detail ApprovalPWoV Product Approval A (cation Data Pr ods.x:l Approval Application Derail T PayglanRcWUndarlopmer'ts(HVMrp PoM/giawrocifuri laymeeYs&xusrinFECi2t23M= Yes FnliiZjup.Wictals No WA WA tint Al;+i' !E TPi0 'r'L7)i- Rj 2 Payglass Roof Urvasiaepastras (non44VHZ) P*om roof udeta7rynents, for out in 1=11a 3 No `Ass WA +WA!-Wi Emblar or 2m21ftegg DM e.Mallt Yhase,g 18tr tills tam bit col FBCnan+4VRZp imhcbm . 7 version -�° msnufacnuarr contact lim-nor&Dcarwe VaNdated By Validated submitted FBC Approval A status 739a Veilaa t fBOMF! GWERWJ LWM Vadamd err Yt19t81at FIICAm va NaMsy : - is +� � Y,x nos -:iron, r L� �ni rF p fit, S�as9t :Do et- A. Lea[ valwrrc 3„ C.mn.d a. Aacr, M �pyi 1 Polygram Roof Underts yteefYs (HvKr) PalWass roof 1mdMn6Arherts for ute In F8C12f23=1 Yes No NM: MA Roulsion 2020 All Anel cei Shu0xs and Glees Mies Barbieri Flank L Ban rwdo. RE Troy awhop. P E 1Gf2WM 1%15l2I730 11105=0 l2Tlr%WL) Apprw d Ro iaon 2020 Alp- sl.Ml Leal. ICC &.1-00n Sernce. LLC We&- M RMer1, PE 1(v312020 1022m20 11,05fM211 1/ASfX ,. -,..•• . - , _ c ,nrr_ 1 u e � J s -c Roar oar t Samae 4-Gretnbara ,T.nHq' ..;1�2,=J t r...n png FgC °9f, v 2 Paygtaw Roof UnGeMyneit (r1ltaHiVF® trVH2llnadiL'ear. Pd Wass roof undalaIlmerts, lief use to 12F23M= No Yes WA -NW-822,5 ommy�, S"'caf. SuldO~fyc Storm Panab (5d1)712A882 PE•O?46548 (954)947-W60 mlkeboallamericanshrme eaaspwlr: Frudyne C orrponaets 9,bCMallory. Truro metes (321)71fi-3777 (4o7t 641-1917 siaielloaipmaite' Pain 'I :aagwy 9Tv r =m-�-- z 9.bCxripory' - ,�,'.; .1 i :, a iris ::i _..'J>': :s, •)r,'.Frn'C' nE`<:a •. 'txl,'.3a.':tt• crssv9gela(;ay.bA^ co'r. FBC non-HVHZ issisdaitiore. COMWIMce Method. Evdis am Reprst Loma lords Raglekred Archrlact or a Licensed Florida as will Garpkan.. M.lb dEehist r, Resat lima Product colift"ar entity IYw 'a;r w one"a^rs Plan"; i•, 7 !.. Professional Engineer r .a:•or! a .Rec 1s*t� rai anion 'la.+¢ie w;sr�reaFg+a O OWIVAe.hAama A.rowd fr U, Ab000ndfarUw revised _scan,_ f'6.el tt4-R6 Fto�- ci.; aim S." f Roidgfd Mudd Numbw or Hews Amrovad rot Use Abordyw ear use Implies Dealers Product DeseNption Certrau•1 Ealgrnlian oats in HVHZ Outside HV4Z Raaiabnt Pray wm Baal 1 ITW scahlo.t Hot- Shanties IN damn: s1 wit metal Connector Ris. i 2r}1Q624 in HW Yea Yes NA ?nazstr,e .., 1, Quefe S-ascia Apao-vad 1v Ixo Ads ,5wd Ili list �(r 1:1- 1 Nqa GaNantzm $tool Sloe Panel 24ga Gahreirid Sled Storm Penes 17731r20I2 yes VB6 Yes WA Il1V BC1.afApilr Hoge Nele htenl l:arVhetaaf Pblt 12731Q021 Yes yes NA 5. Y �'i ..� 0au1 Model Number x Nb Ptoh2r Otpi mmos, CWWAd Emlryion oa e In R1fYtaM rP tut HVHZ ',)�dde H'Vt12 N 3 '.Try 8CGIlabow TNlr 4 ITW RC31A♦.. Wave hkkl ccmerta Phut 120142024 Ma1r, Cass. Paid I V31Q024 Yea Yas Yn Y. NA,e1.. NA - .. r. :. %.1'a+ p.e,:aa'arA Ftes^'.,s.a;JCaa,c•rerL�te.e nS_%5. .'a .,, nos NiA Fie. /gam W M W MAR 2 5 hots Q Florida Deparlmild Business & Pialls Regulabon Paw t d2 Florida Department of Business & Professional Regulawn raze r, Florida Department of Business & Professional Regulation r..� of siorhai Building Codes and Standards ,092721 Building codes ord Standards I mr4rn, Building Codes and Standards 1 Product Approval Application Detail Product Approval Application Detall Product Approval Application Detail , L cc .. 296 ism& RIM lots Dan Perramp ...` . -. -._. _.. Pont _ �& aa" De. Panel- 20 finally or tail err 2bsalia, tttt L1-d fiat yflmWn lllas i� ar � brAuvllma YdiftoLk Y&d" i�l.i FEG.� Amend shale � aory Mm,ywu a cvr� Mdnw A III: ayaimatd by vw:m PAC AmroVN MOtbVrd atA.� caVisalia,.... Vi SlMfid Ee Validated ere Ytriatis tf lE�niY>m f.BG.AgRrm� bmr<-; rkwsr.n 2020 Ni nc ti Candor eta eubcale EM Waii ICC EVakson BrNCt. LLC ICC Evaluation service. a90"o LLC 06MIrA21 06110=1 CIS in ZIA71 Apprawed ReMsem 2020 Werrlhsreaer catagai ��amppd Rw 8ddwin ICC H.wdlan tr-4m LLC Ir L.irw PF- 606) 639-3266 02/02MV 1m3QU2 vZT)7N.1 .A,.,,,.4 aarmancn 1020 AIpria Aluminum. ha. C I.gay: Fend Vlnllt Jose Bev* Lose R. Lana. sloven M. UrWI. PE i40T: 50e-2006 PE-1251! n717, 31T-aa51 tin rM21,1 I,na2020 1120Q - ....._._ Vaessessess) irr- Th Tho4 Pleas _1 awleenQml.mm t205s 5a9.9B00 ���ry Lu.W, Ctmali4 M4"e DVeludron Remotions Rnabe t BNd waS w �iii �K r rtaalu xn a nc�yata camelia a earlpllMltarrhnd:EwlPaimRWMtroma Prodrd EWludtpn EmMY Rodt<IEYNwean�� CpmpltMwrMMhed:EvtluMitrlRaganrame 6�eda Ragk4ered A.rd,np:t n a Licansb Flwd. Plo(s aeaelEnpner seam Assistn Inc. � flallu dUPanduo FLI092T•Rt1PraetrCts virtual ,view a roved pp Q awn Assurance ADMOM fat use ADMO M Fat ass IkNtlD ProdimVedlLlewbrrHanse CoaradCminflonDst Am.red i N.a AmrdnMd rr lA. , outdsHVHZ Futa44as Retina feted and Review comp 9th Edition seer Sim b.tiyl}2 : � lYllaP1 AMA 1 ha-11-LVL Lerr4nwedVe-Lua,ber 11alW113 q,N1Au t emtan No Yet NfA NIA 44Ki&y. Assaance - Apacvao rtr use JWrotrae tr Uri Impact OL•4p1- Plans 2U2 ABC the 2 Nt16ANS M18GHS lasp.hies.1saaa,iresscrm.dadaa a27J12022 to a& super hick apMglh Ire" cahnackr pile 12131rM2 T4 Yes Tet Yea NA fiiA WA WA 2 P"Isi. Pal Pw kl V ..d LunVe 0.1t2,W-'_- Nos fez WA WA �l ltuataaYadaLMaMMralma 1 Prbar3Dasa,idhm 07t3p1= QdYrf 11iI1iZ Yea $"NNo �� tot compliance with px23hU i a' 3 M116 16gatilcurawageplate 12J3tQ0T2 Y" Yes NIA WA 3 limbrlibatLSl Lonnaledteendtunbe, 03rJt d2} NO Yes WA MA ArnneAlu+aralSoto&arvv veinedAurninumSOMY Ci1.�,JJ 3. c: woof ApOa!armfabmSolid6r,'p.VcmedAlmbum sin' CWJ sere", Woos Debra Ann e 4 MT16Hs la hips stsangm"-cancel. pans 12/310022 Yee Yen NA WA 4 TJ hem hard Stu rhIN Composite L umber a OrlCnttd thread 97J312273 Fib Yet NA NIA by SHEET N lis 5 MT20H9 20 at Nph sliselp sass colosdr oak 12131Q0;.2 Yes Y44 NA WA Bard bearded a nIt, Mans to lip.p.-nintlrpaw 1113112012 Yea Yas HA NIA 5 WeYld,eess.t N.n Beard l Onsr4,Ki Strand Beard Rm Aoerd 0:v31 r2073 NO Yas NIA WA . 7 TL20. W20 20 OL alp wransirr pastas 12012022 Yes Us NIA WA August 10, 2022 PA in 1 Q) CI) > C:) EMW Simpson Strong -Tie 2020 FBC Approved Products Updated 12f.WI2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 1260CM20 Simpson Strong -Tie 2020 FBC Approved Products Simpson Strong -Tie 2020 FBC Approved Products (1) 0_ 0 0 Ficr direct limits to all 68T splual listed below, QLLQZ_bJa& For dreel links to ail SIST approval& $tied Wow, CLICK HER For direct limits to gul SST figigirovals listed below HES -ccl.vl��*91�SIC&I'�-��raN-f,��-21siste�--ic-;t r Z��L (3) -0 ----I Far additional Indermultion regarding Flords`3 Statewide Prodlucl Approval System and Mom -Dade County Nodoe of ACCOPIA110 MCA). 2W6KhfZ For additional informill3on regarding narde*s Statewide Product Approval System sod Mrsimi-Oade County t4olikie of Acceptance (NOA). CWQ)K_KFR Fog itildtlonal inforniatiort regembig Florda's Star&*" PrOAW Appe0vari &,VeM and Marini County No"" OF 'allal Appr*,bl Syst"i wi-. f4hus-I'liticig Cocray 14W,,e ;tXW FLAQ355-R7 F1,11111040I&R6 FL*J04WR5 1 KOS r�lrkls tar ge, Fare.nriti;m 1, welthN th, gog fro- 11.518'to 3. cx CZ 4,1V) and � eghts ra, g ngiftorn in Conooaked flar%ge lo- 0 IMA longgluatModal. Number or Name Product Descriction 12a Product Model. Number or Narng Mguct Description JW Product Model. Num bar or Narne Product Description fl-In avanialo -odels r.2, �gvvotlr e-coalto 0 0 I Tien Stainless SignelConcretis & Masonry Screw (T7N-SS) 1/4" drametter Tibin masonrywrew, 1 A21,A23,A33 A34.A35,A44 Angles I ET, BTB, STH BrickTies 2 APA21, APA4. APA6, APVA21 APVA4 APVAA Outdoor Accents Angles 2 CMSTIZ CMSTiA, CMSTC18 Coiled Straps j( C; 'et �e, race-rr4art nairigs gva �abie in ivr�m ranging from 1-7/,S" to 3 APSM. APS"R, APVB68, APB56R. APB88. APB88R, APS1010, APBI010R, APVB4,k Outdoor Accents Post Bases 3 CS14, C_SJ6, CS18, CS2D, CS22 Coiled Straps 5fZ4' and heiChts rang,,, ftorri (A-1 M'tc 16" 0 LL. FL#968&M APV1344R. APVB66 APVB66R. APWB88, APVBM, APV[31010, APV8I DIOR 4 C-SH PIS, CSHP20 Coiled Stgaps 5 25 SDS F-cv-rnci�n, iarder, - IM 4­0 4 APDJT2-4, APDJTZRA, APDJT2-6, APDJT2R-6, APVDJT2A, APVDJT2R4, APVD.T2-6, Outdoor Acidigrits Deck Jost Ties 5 CTS218 CompressiortiTernsior Strap LJ_)2,: __2p _2 1 0 M 0 > 41&U Product Model, Nun bar or Name APVDJT2R-a 6 I)SP, SSP4 TSP Stud to Plate be '115 - 1 1 ft7W, �n 11 *V Fi,;�:c-rnc�r! nargo,s -0 E 0 I SDI On I ZDBB Outdoor Aciols" Conneclot Screw 5 APHH46, APIHH48R, APHH610 APHHe10R Outdoor Accents Heavy Hanger 7 H1, H10A, H2.5A. H3, H6, H7Z, H16, HIGS. H16-2, H16-25 Hurricane Ties F ace trourit nar '�abie in weris iang ing fforn I W1 6' to 4 (1) L_ 2 SD911Z SD921Z S010112, S0102112 Sliong-Drive SD Connector Screw 8 APL4. APLS, APT4. APTS, APVL4, Al APVT4, APVT6 Outdoor Accents L and T Ream-to-Colurnin Ties a HGT-2. HGT-3, HGT_4 Heavy Girder Tiedown Si� ­diieigfits; ra,loiri(j 4rron `],'tu 10 lnj�6` C/) C0 CL 3 SDV112SS, SM12SS StiOng-DIFINII, SD CCnnSCW( SS Screw 7 APLH24, APLI124R. APLH26, APLI12eR. APLH210, APLH21OR Outdoor Accato Light Hangers 9 HS24 Hurricane Tie W_� U 6 M 2 L1 i5 - t,42- L M,� �V_ t�, C�'. M f-- J 0 5 L C 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858, SDCF221014 Stroing-Dirrve, SDCP Thmber-C F Screw 8 BVLZ Stick Veneer Le4er Connector 10 HSS2­SDS1 5, H3S2-2-SDS3, HSS2-3­SDS3 HSS4.SDS3 Heavy Stud Shoe IA SDCF221134. SDCF221334, SDCF271958� SDCF272358 9 C8T2Z CBT4Z Concealed Ele-arn Ties 11 HST2 FiST3 HST5 HST5 Straght Straps 3ndheignf3rat,g^rq*rofr6 to 1� 11,­ 5 SDCP22434, SDCP22512, SDCP22614. SDCP227DO. SDCP228W, SDCP22912, Strong-Dirve SMP Timber-CP Screw 10 CJT3Z, CJr4Z. CJT5Z, C.JT6Z Concealed Joist Ties 12 HTS16. HTS20. HTS24. HTS28. HTS30, HTS30C Heavy Twst Strap lci IOYI-'126 'At V 6 SDCP221100, SDCP221134, SDCP271400 SDHR27400 SDHR27614, SUHR31400, SOHR31614 Strong -Drive SDH R Cornbo44*0 Screw 11 12 DJTI 4 DS Deck Joist Te Dry Wall Stop 13 14 HTS015KTZ HTSQ20KTZ LFTA Heavy Tivist Strap Light Floor Tie Anchor S--oclu rac­lrncurf i­ �:e�s o­ IaCe �, .vKltlis ra,iiiiinj tror, I e t� 1-91., !8' are o�t-jt-ts 'ar�7�n� ftoi,. 1�1.­,�F'kc 11-14 7 SD625112 SD825134, SOS26200, SDS25212, SDS25300, SDS253112, SDS25412 S*ong-Orrve SM Heavy -Duty Connector Screw 13 FO4 FC6 Friarnhing Clips is LSTAD, LETA12 LSTA16. LSTA18. LETA21 LSTA24, LSTA30. LSTA36 Straight Straps '_orcealed flarx. veMcl i RC W�ai ao�e for al� did"be SDS255131)� 6DS25800, SD5258M 14 FWANZ Foundation Wag Angles 16 1-911419, LS7173 Straight Straps Z( 3 F�d 4X S'[,'_ACJte ItaV zie I!, ccrceaWi 8 SD6251 I 2SS, SOS262OWS, SDSZ212SS, SDS263006S SOS25312SS Strong -Drive SIDS Heavy -Duty Connector SIS Screw 15 CAI CAI Gusset Angles 17 LT820 L7840 Bridging �.,,a W)k- 4- wdtts f(OITI 1 R'18' k: 9 SDWF2716 SDAf2720, SDWF2724, SDWF2726, SDWF2730 Strong-Drivis SDWF Floor -to -Floor Screw 16 H2A, H2.6T. H8. HIOA-2. H10S, H14. HGAI0 Hurricane Ties is LTS111 LTS16. LTS18, LTS20 Light Twist Strap 6, An C! herip VT% r I r ': -Ig 41M 1p, to I i 1", 17 HCJTZ Heavy Concealed Joist Tie 19 MGT MediurnGirdw Tiodown 18 HH4 HHG Header Hangers 20 MST27. Mi MST48. MST60. MST72 Straight Straps 1,1111110007-1111111 19 KBSIZ Knee-8face Stabilizer 21 MSTA9 MSTA1^,. MSTA15 Iiii MSTA211. MSTA24, MSTA3Q. MSTA36 USTA49 Straight Straps FL#1 D667-R6 2D L30, L50, LTD. L90 Angles Z2 MSTC28, MSTC40, MSTC52. MSTC56, MSTC78 Straight Straps aw LAL 21 LCE4 pogt Cap 23 MSTC48B3. MSTC66133 Pire-Sent Straps Iggl ProductModel, NumWor Nwric Pirciduct Descriptlon 1 ATR318. ATRI1Z ATR5M. ATIR314 Threaded Rods 22 LWO, LS50� LS70, LW Skewablis Angles 24 MST It. MST136, al MST160. MST172 Slgaight Straps LA ri,,;ers -:�p f.a9geiar;jers �-. a-d-- e 711 ?Adt"S F� ng,�p fro-, '-Vt 6 to 2 ATUDS, ATUDS-2, ATUDO, ATUDQ-2, ATUD", ATUDI 4, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS18, MTS18 MTS20. MTS24C, MTS30. MTS3DC Mediumlrwist&rap f ard 4&ghls tarrit-c- trom to'K_­ 3 BP318-Z UP112, BP1/2,3, BP5/&2, BP518-3, BP3/4. B113314-3. BPRTUi Bearing Plartes 24 L-�SJ2AZ LSSJ25RZ U55SJ281.2 LS�JWRZ, LSSJ21OLZ, LSSJ21 ORZ Field Adjustable Jack Hanger 26 14CA200-112, NCA202-12, NGA2x6-16, INICA200-16, NICA202-16 Bridging Ue�L- tortes i�ian;ers rop�lanjelar4ersaa,abo 4 CNW3M, CNWV2 CNW516, CNW314, CNiWSA. 1/2, CNW3/4-." Couplier Nuts 25 LSSR 181, LSSR2 1, LSSR2.37, LSSR2 58 LSSR210-2, LSSRAI 0 Field Adjustable SlopeablejSkevlsible Hanger 27 RCWaI2. RCVVS14 Wal Gracing '�R` and neightz rar�jn.q tv>m S 1,NV to'-14" 5 CTUD55, CTUDS5, CTUDI58. CTUD75, CTUD76, CTUD77, CTUDS7. CTUD88, CTUD97. Coupling TakerUp Device 25 LTP4,LTP5 Tie Plates 28 ll RPS22 RPS2e Repair Plate !�Ptrap L;A 5e�ie�,)a!)qere optitainge Nargers o, wilaitle initedths Driging fron, 1 IIZ'to 3 CTUD96, CTUD9Q 27 MMZ, M11242, M1_287, PAL28Z ML21OZ Angles 29 PSP4 Slud to Plate Connector to; a,,dnei� ,,;rit5 5um I 114'tc 6 N3, N4, N5. NO Heavy Hex Nuts 25 MIMH8 Root Tie -Down 30 SPI - SP2, SP4. SP6. SP8 Stud Plate Tie 4 L,(-H-1 s,,-- e- arg, r� og. -Zn4e riargers av:imab e �n wdtiis lr-ang�n� 'Tori 1 3/4" to 3 7 RTUD3. RTU038, RTUD4, RTU04B RTUD5. RTUD6, RTUD7, RTUDO Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPI-14, SPH6. SPH8 Heavy Stud Plate Te _,,,5 r and he,2rits far :; o fm, I.)- 1!4'lo 24' 8 TUDO, TLU10 TW"p Device 30 MMLU26, IMMIL1.120-2, MMILIU26, MMLIU28-Z MMLU210, MMILL4211, MMLUI59, MMILUQ111 Face-Mought Hangers 32 SS1. 5, SS2.5, SS% SSA.5 Stud Strogit El-/, ti�A' srwr,,:s rs op flange narlers ava,izrilo in �,,Adths ranging from �-IW' to l�- 9 TUW38 Take-UpWasher 31 RBC RBGP Root Boundary Clips 33 STO, ST12, ST18 ST22, ST292. ST2122, S72115, ST2215, S75215, STC-24. STe236 straight Straps fwar� 1 1 , to 32 16" 10 URS3 SM" Uplift Rod Run Teclown System 32 RST-3 Root 7is-Dovir 34 T820, T827, T930 7638,7842, TPAS TBU, T86& TBSD Tonvicrilgridging riargers, avavat e �tt wons ran-_,,na ftor, 3-n.18" to 7 11 URS4 1/2" Uplift Pod Run Tiedown System 33 RTC22Z, RTC42, RTC2Z, RTr44 Rigid Tie Onrinectots 35 TWS10. TWS12, 1WE14 VVAI Bracing ­4 ardne unht rj--L�:�g fi '1 1?4' lic 12 URSS 518" Uplift Rod Run Tedown System 34 STCSTCT DTC.HTC4 Truss, Clips 36 VGT. 1,1GTR, VGTL Varrablin Prtch Girder Tredown 7 �'W� Saddle han.qotc avau.-k.­n ,Tflrrs rangm� ;, uc-n 3, 114' to r,7"15, 13 URS* 3/4" Uplift Rod Run Tiodown System 3r> TJC37, TJC57 Truss Jack Clips 37 W61 00 WBI OOC, WBI 2e, WP. I 2eC3 W6143C Wall Bracing and tt�tjhts rarging from b 1,12 ro 28L, 36 Z2, Z4, Z44 Panel SWener Clips 8 �.,LIV5en�6 FF,,ngert, T up flattle hacgen, jvitjAble ai,ivrdlh5 ranginQ firom 3-114" to 7 1,431' and heights rargmq lfar,� I I" to 3-1, FLAM0441-11116 FL#10531-R5 �>p �Ianqerwrigers avatiat-t m,-Acrths rung,ng 'ron, 1 -9116' to ELIUM M- 1!2' and heights rarg % front ii'tc 30r' Pr*dM Model, Number or Name Product Descilitition Product Modell, Number or Name Prolducl Dewfisition 10 I-IC-'ILS sv�e�, h3npe�s SA00le ran-gers ai.,300a in.vdths anging trom 5 114" to B. 7,16' 1 DTT2 Hold-down Sea If Firroduct Model, Number or Name Product Descriotion I CBH2 37xS 5, CSH2 37x7 83, CBH137x915 Concealed hangers arid hevhts Fargirg friom 10 112" io 2eo` 2 H DC1 014, HDCI Ofn Hold-down 1 AHEP Adjustable Hip -End Connector 2 UU. DHIJ, DH UTF series hangers Face- mount �DU. DHU) and toggi-filigniget (DHUTF) hangers I I W-11-T series hari Tup flange riarigers avarlace.irwatns fangvQ from 3 1,14" to 8 3 4 HMS, HHDO11, HHDO14 MDU2, HOU4 HDU5 HIDU& HOU 114 HOW 4 Hold-down Hold-down 2 3 DSC2R-SDS3. DSC2L-SDS3, DSC:5R-SDS3. DSCK-SDS3 GBC_ Drag Stnut Couniecto is Cable Brace Connector available in widths ranging from 1-9/16'to 3-911&'and he tainging Iroing-1/8'to,23-15116". .1 t�ar:)ws 7ii!l --,- flange nan gets n wdths ra ng!rg from 3 -114" to 7, P 5 HPA28, HPA35 Sgrapi-style purlin anchor 4 HCP1.61, HCP2. HCP4 HIP Comer Plate 3 HGU3,63-SM, H(�UF5,25­SDS, HG-Ui HOU5.62-SDS, HGU7.00-SDS. HGUT25- Farcia-mount hangers li& and heights ra r-g N fro- I 4'to 32' a LSTHDO, LSTHDBRJ Strap-styie hold-cimm 5 HHRC2-2, HIHRC42, HHRC42-2 HHRCA/1 51, HHRC", HHRGS.2513.25 HHRC5 3V3112, Heavy Hip to Ridge Connectors SDS, HGU9.00­SDS F HFIF sericis na,wiers Fop fiange hangersavaolac:a in wdins rancinG from 2,5P6'llo 3- 7 MASA,MASAP Foundation anchor strap HHRC88 4 FIGUS series hangers Facia-irriount hangers avaigglytern widths ningingfrom 1.5!-to 91 6'ard heghts umcl:ng �rorn 18" tc'2!5* 8 MIPAI32, MPAI" Strap -style Purim anchor 8 HROI 81, HRC= Hip Ridge Connector W" and heights ranging from 5-Ull (Y'so 12-7JO". 14 H _rslr F o�, es hangt-'s. .1 opfoage jostnargers av ittatle in. w4trits,aligng fTDm 34-1 ra'io 9 PA18, PA23, PA20, PA35, PA51, PA68 Sirrip-styls purhn anchor 7 URU26, LRU28 LRU210 LRU212 Rafter Winger 5 HHGU5 25-SDS, HHGU5 50-SOLS HHGU5 62-SDS, HHGU7 00-SE)S, HHGU7 25-SDS, Face -mount hangers ^�S: 16'aind iieichts ior�]:nq from 5.1�rT � 11-148" 10 PAIIS, PAI23 PA128 PA135 Strap -style, purlin anchor 8 LSU20. LSSU28 LSSU210 Light SlopeableiSkewable U Hanger HHGU9 00-SDS is fll�, F�z F �K.rt,es riangeirs I P flarigendingets a� alklv:c r, wdilhs ranV!,,t; tiorri 1 -9116 bu 5 11 STHDIO, STH010RJ1 Strap -style hold-doil 9 TBE-4, TSE6 Truss Beating Enhancer 6 HHUS26-2. HHUS28-2, HHUS210-2 HHUS46. HHUS0, HHUS410, HHUS5.MI0, Face -mount hangers 1!2' and heots fwigog ffom,:3.7il d' to 15' C�oncealed flange 12 STHD14 ETHD14RJ Strup-style hold-dawri 10 TC24. TC26. TC28 TrussCip HHUS7 25110 sion iH0C7F, a� a, able for all rnodaA t,.rvgFp,rvdth equal to C.1 11 THA29, THA213, THA218, THA218-2. THA222-2, THA413, TRA41 8, THAC418, THA422 Adjustable Truss Hanger 7 HSUR, HSUL, HSURC HSULC series hangers Skewed face-mournit hangers available in widths ranging I g-es'e.-Irtan � 9"Id, THAC422 THA426 THA422-2. THA42&2 118'to 51ff'and heights ranging from 4.314"to 1&314' C, I VA.-, -so k� "P `�njq natigels nwdths ratiq,nri fro, " -W1 6 to 12 THAll 81M, THAl2 D&22, TRA12.1122, TRA1222, THA1322, THA3522, THA1422 Adjustable Truss Hanger Sized tot 1-5osft Concealed flange versiDn (HSURC, HSULC; available lop it ­1% F 13 THAL422, TIAAR422 Sumiwill Truss Hanger double 2X and 4X models. only acute flange is concealed 7 14'A"PH scriet, tiaruwtrio -cp Rancie hangers j,aiLw F, �n wiriths fungtiq fror, 1.911T to 7 14 THJA28, LTHA26, LTHMA Multiple Truss Hangers 8 HTU26� HTU28, KTU210. HTIJ215-22, HTIJ28-2, HTU210-2 Face -mount hang" 1�2 15 THJM2."DS3, THJM2-5-S�, TAJU28, THJU26-W Multiple Truss Hangers 9 HU, HUC secies; hangen; Face -mount hangers available, in wiciths ranging from 11-0: r' 1( 7 'r, rszs-ixt� -ipf'zrilp iiargefs Z,a�i- em wdlh�rmni-rtq fro,r ', �S,116 to 1� 18 TSBR2.24 Truss Spaceir-Restraint 112" and heights ranging from 2-7ff'ap lg-114". Conceall �Its ra,g nq fro" 9-, 1r5* to '75, a--d,-eiq - 17 VPA2. VPA25 VP.A3. VPA35, VPA4 Varatille Pil Connectors version H UC) available for all models having width equal tr c, - .0 sprc-, qat-],, s flangle hatgersivaiLat'en Wdiho� I r1te' an,- heginn 15 VTCR ValleyTruss Clip greater ban 2-9116" frarri 5.30' ­ 7-1 i4' 10 HUCO I SIM-SIDS. HUM SVI I SDS: HUCCI210=2-SIDS, HUCO210-3-SIDS, HUC0310- race -mount hangers SW!, p f�arige-)angers ?,Yai�az� �e, �n w�!h ­j I s!16'w�d heltils SOS, HUC0410-SIDS, HUC0412-SM HUC:QS 2"-SDS. HLKM5 25J1 1 -SDS. HUCQ610- HUW(312-SLIti Simpson Strong -Tie 2020 FBC Approved Products Updated I ZFJWMD Simpson Strong -Tie 2020 F13C Approved Products Updated l2r"=0 Simpson Strong -Tie 2020 FBC Approved Products Updated, Simpson Strong -Tie 2020 FBC Approved Products Uudidteo IZ-0Z.0.10 mwFor dir" Inks tooll 6811'approvids lisledbolow, �IJCK REE For ck" #nits todISSTapprovalslilaid below, CLICK HZRE For diraot inks to ol WT appirovais Ing6d below CLICK HO __urugg�,� f,r1JS t�, �l b I _I.J ST A �T �­ For additional infornation regarding Flonclas Statewide Produld Approval Sysilifin and lifkang-Dacle County Notice of Acceptance (140A). LUQA= For additional triformabon fogarding Florda's Statewide Produld Approval System and Miami-Dilde County Notice of Acceptance (HOA), For additional inforanation regarding Floda's Statewide Proiluct Approval I-Wern and Marri-Dedo County Notice of Acceptance (KO&_�,�R a � dd,� �,,, Aiiiwji,� ieg� 1� 4-'5 6*31twy�e Pr��Iuct A;,r,;,aI zsttrr an Viam L4 at �mr:y Nw,e v A�-_evr.dnce �t4U,? 21 US series hangers Top flange hangers available in width of 1-9/10" and heights IFLVI 14WR5 15 5flUBV1 56. -14LUV1.81, VLBV2.0e, Sfil 37, SA.SV2 .56, SA.UV2,68, S/LBV312. Top Flange Joist Rangers 5 1 X_ Ac,,esrrve AriW�or foliecric,e�e ranging from 5-308"to 15-1;&' SLBV3 56, S&BVI-62 VLBV4 06, SfLBV4 12 SfWV4,28, SA-BV4,715 S/LBV5 50 6 '.-1 rg43cilk 2 J,717,.' S2­6S� �,rrong-Pcft � VVedge Anchor for i;Dnciate a� itiAbile, iri arbon 22 LBAZ *miss hang" Top flange hangers availlable in width of 1-9116" and heights Froduet MOM, Num bar or Nafflill Prodget Desigirlption 19 SILTT20, WTT2Z, Sh-UT1 4, HTT4, HT75 Holklowns strq��i and Type% V4 an 6 3 i 5 Stain O&S steet ranging from 9­3111 r to 13-118" I HHUS210-3, HHUS21OL4 Joist Hanger 20 SIMSTOO, SAl Straps 118 mil (10 ga) 1 Titei tj'�.T r_j. 71 -PD-d4SS, TF,D 1­16SS, TI-111,-�' THr% Tit.en _H'P Heavl, Duf� Sie�eA-cior for coficiete and masortry 23 LEG3, LEG5, LEG7 series hangiars Top flange haingers available in wdhs ganging from 3-114* to 6- 2 HRS0. HRS8. HRS12 Strap Ties 21 _1;d4. SPO Stud Plaille Ties avallaotewith I-eiihead in cartor, vetli a -id TpP.&XA and 316 719" and heights ranging from O'bid 33-11r2' 3 14UCO210-2-SDS, HU=10-1SDS, RUCCi3110-SOS Joist Hanger 22 SSP: DSP, TSP Stud Plate Ties stamless steei or v0.,;XJf1tersuqi< heao in wroon steel ard 24 Il MEG7 serieshigingers Top flange hangers available in widths ranging froint 5-1/rio 6- 4 THGB2, THGB3. THIGBH2, THGSH3, THGBH4 Joist Hanger 23 b7c, IDTC TrusisClip 'yve -1 16:4wness nt�_-! 7/8'and heights ganging from Vile 32-IIT 5 THG02-SDS3, THGQ3-SDS4rS, TH0042-SDS3, THG0H3-SDS4 5, THGOH4-SDSO JoirA Hanger 24 M22 Trunis. Brace Diagonal 6 T,Ien Hn Pou,:-oupk-r TH �:li THE)SM4RC Titen HO Th,eadad Rod Crijp�e, �ot :�n­ero 25 WIT seriggs hangers Top filing* hangers available in wdbs ranging from I V1 e' to 5- 6 THOWW3, THGW3-4, THGW4-3, THGW4A Joist Hanger 25 TJC37 Truss Jack Connector 9 -1 ten I-eadec Roo Hanultv (I,­iUS_1t1-_eF(H THU�71 58RH I HL3?21Z10i nen Hl� Thr4ptded;��od H,�iirqe, 1/8"and heights ranging from 9.11rito 24' TH[L,j,2)I2Rl­) 2D PF, PFS, PFDS, PFDSB series hangers Top filings hangers available in wi of I-Wllr and heights IJ Wedge- A i rkVA) VWdge-Ail A.7r;hor fui ritatow ranging from3-3/8"to7-11IF', FLAMMMM FLOA3904-R3 V 28 RR VVP serrM herigaft Ridge lafter connector Top flange hangers available in widths rainging from I -W16`%o 7. JiMa Product Model. Num bar or Name Product Dersicnation 1/8" and heights ranging 0-1/4"ID 32". 1 CETAL20 Double bedded Truss Anchor 1 CCCIM3 82-SDSHOG, CCOM4.62-SOSHDG, CCQM5.50-SDSHDG. CCTQM1G2MSG. Masonry Peg Caps 2 3 FGTR, FGTRHL, FGTRHR 111 HISS, H18-2 H16-2S Girder Retrofit Anchor HuiricaneTter CCTQM4 62_SDSG CCTQMS.50-SMG, CCCON43 62.SDSG CCCQM4 62-SOSGr CCCQM5S0_SDSC_ S_W I P[oguct Model, Nunikgr o7 Narne AT YR FivaduclDegionytion IV _XP HV��StrergIFAcqrir:..4rM i-�vrtnr z:or::relenrrnasor" F1.111110904115 4 HETA12, HE7A16, HETA20, HFTA24 HETA40 Erribedded Truss Anchor 2 E�;CLOM3.62G-KT, F-CCLON4.62G-KT. Er-CLCAA5.5025-KT, ECCLLQM1)'3 62G-KT, Masonry P& Caps FI -HP F T -HF Eon" Adn��,wo, for r,a&oni�v, 5 11 "ETAL18, HETAL20 Embedded Truss Anchor F-CLLQML)4.62G-KT. F_CCLLQMD65DG-KT, LCCLRQMD3.62G-KT. ECCLRQMD4.6Z3- S�T-X� SL­T-XP Higli Strr.n�th EpDK� Adhesrve !of trasorry AW I ABA44, ABA"R. ABA46, ABA48R ARA86 ABA86R Product Description Adjustable Post Base 6 7 HGAM10. HMO PHE-TA16 HHETA20 HHETA24, HHETA40 Masonry retichir connectors Heavy Embedded Truss Awhor 3 Kr, ECCI_RQMD5 500-KT I-GUV6 25. HGUM5 50, HGUM7 00. HGU W 2S. HO UM9 00 Heavy Masonry Hangers 4 _,-� t n. r, t i�i_ ren 2 SLre-.� Ari�h-_t -t 2 ASU44, ABU44R, ABU46, A13U46R, ASU5.5, ABU5.6, ABUS5, ABU66. ABU66R ABU88, Adjustable Post Base 8 LZ3 T2, LGT'-'SDS2.5 LGT4-SDS3 Girder TiatforAr 4 LC3UM-,&2. 1-GUM-215-3, LGUM284. LGII lM28.2, LGUM28-3 LGUM28.4, LGLJM12111�2, Masonry Besim Hangers tr­) -jr, J _3S 7ren HD Hesvy-B,,Zle 8crev, Anci,,­�r ro�icrete ayalabie 5r,^V4 3 ASUSSR, ASU1010, ABUICIOR ABU11212. ABU1212R OSW44Z ABW44RZ, ABW46Z. ABW46i ABW66Z, ABWWZ, ABW7-7 Adjustable Post Base 9 10 LTA2 al META16. META113, META20. META24. META40 Lateral Tius& Anchor Ernbadoed Tru" Anchor 5 LGUM210-3. 1-GUlill LOUM46 -GUM48 LGUM410 MBFIA3.12/9 25. MBHA3 12M 1 25, NEHA3.56" 25, M8HA3 5619 25, MBHA3 56111.2' b Masonry Too F lainge B4m H angers 0: ��16 stwrile�s slem "Ith hex and 31bsla,vle�5 siteelvvrt" C." int-surlK vi(lad 4 AC4, AC41R, ACE-4, ACS, AC8R, ACES post Cup I I NSTAM24, MSTAM30. MSTCM40, MSfTCMeD Strap Tiefor KUscin(y MISHA&G611 189, MS1HA3 SW 4, MSHA3 561116, MSHA3 56M 8 MBHA5.6Qr7 25, 7tt-, T,. 6 EC4. BC46. BC4P, SCO. SM. BC8 BCS2-2/* BCS2-M Poet Cap 12 IVTSM16, MITSM20. HTSM16, HTSWQO Twist Strap for Masonry MBHA5.5M 25. MBHA5 5OL11 1 25, M13HA5 5011 88 NEW X5 5WI 4, MBHA5 Y_V1 6, 6 CB44, CSO. 0648� C968, CM En bed ad Column Saw NEIHA5L50118 7 CBS044-SDS2, CBSQ46-SOS2, C8S3WSDS2, 08SQ86-SDS2, CSSQ88-SlDS2 Emblisidded Column Saw 6 MBHU3.56t9,25, MISHIL3.56l 125, MSHU3 5&11,88 MEHU3.5&14, MSH U3,66AC MI3"U3 56118, MBHU5 5U9 25, MBHU5 WI 1 25, MBHU&5QI1 W MBHUS 60114, Mattiority Seem Hangers FLP16937-R3 8 CC. ECC. ECCU Series Slotted column caps with W1 ranging from 3-1/4" to 9-Irr and W2 ranging from. 3-5/8" to 7.112" FL#tt4964;5 16SM5 50,116, MSHU5 5011 S %t" product Model. NuM per or NaTte PipduQt Description 9 CCOi ECCQ-SDS2 5 Series Scirevwd column caps w4hW1 ranging from 3-1r4" to ).11Z anil VV2 ranging firom 3."" to 7-112" A&W 1 Product I*M. Number or Name CTTIZ Product Description Deck Torsion Tie 10 CPT44Z, CPTW, �PI`SaZ Concealed Post Tie Base 2 HD12, ND19 Bolted Haklownu 2 X -;!'�47111:14 XL�­4511',`!-�K 4-�2.24 ctfo,�p-Dry P �<Jr I Metal Self-Dfii!i�,q Tipping 11 12 EPB44A, EPB44, EPB46, EPSW EPS4Z Embedded Post Base Embedded Post Save 3 4 H035. HU56 HD78. HD9B M4 HTTS, HTT"4 Battled! Holdowns Tension -ign; Seq It Product Model. Number or Name Fmidoct Ductription X',11�.*)'-4a1,­.' :1K 1,cilew- wivi P.� Did �)oint and Lalge Dtamawi Hex'Oltasbei Head 0 13 LLB". ILCBW Embedded Column Base 6 1-719, LTT20S, 1_711311 Light Tension Ties 1 S:)W22300, SDVVMW, SDW22438, SOW22458. SOW22500. SOW22000, SOW22638. Strong-Dirve SOW EWP-PLY and TRUSS -PLY Scrom app!,ig �,-iewsvvrtr Dit'l -,virt airid hi�eidijr�� Diat-eter -i ex 14 LPC4Z,LPCOZ Light Post Cop SDA72834 �'�;V S 1 _'24 <: I 14 e I K V! 4:51224, K� _214 XQ1 2BI 224 7­24 S!,cn -, '�r,­, �;crewsvth.'It,. 4_0 Is 16 upiew, Miciam, MPRW PB44. P844R. PB416, PSW, P86OR Moment Post Base Embedded Post So" FL111362111-A5 2 3 SOVV1115450, SMCISM0 S.7)WHIP30006. Sl)WHiQ400DB, SDINHINODDE, SDWHI980ODB, SE)WHI91MOOB Strong Orrve SIDWC TRUSS Screw Strong -Drive SDWH TIMBER -HEX Screw _-K Usill Flairij 17 is 19 FBS"A, P&-AGL IFEM PBV6, PBVIO FC44-18 PCAa-16, PC48-18 PC64-18, PCA&16. EPC"16. EPC46­18, EPC48-15, Embecided Post as" Round Post Sue Post Cap 2011 I SBS?8x24. SB718x24. SSIx30 Product Description SR Anchor Bolts 4 5 a MVVH27AODG SDAJH270DDG SOW427BUDG, SOVIII-12710ODG, SOWH2712ODG SDWS16212, SDAS116300, SDAWS16312, SOM1640) SOWS19600, SDVZ1971Z SOVY822400,SDVVS2250C SOWS22512. SOWS22WO Strong-DfrveSi TIMBER -HEX HCiG Screw $%rong-Unve SEWS F RAMIN 0 Screw Strong-Dwe SD`iVS TIMBER Screw (Interior Grade) Plo"at 2 5 2023 41 ru" _0 0 EP084-16, E-PC88-18 2 SSTB16, SSTB20. SSTB24, SSTS28, SSTB34, SSTB36. SST816L. SSTB20L, SSTB24L SST8 Anchor Sots SOWS-2.2600. SDV�S22900, SDiAe221000 SOWS221 100, SOWS221200, SDW=1500 EL"5320-RO VRAAIR 20 PC4Z PC4RZ, PW, PCBRZ, PC8Z, PCBRZ EPC4Z, EP04RZ, EPGM, EPC8RZ EPCaZ. Post Cap SSTB28L 7 SDVVS222300021� SOWS22400C8, SDWS22500021 SMVS228001)8. SD6VS22W0DFi, Strong-Dme SUNS T IMIGE R Screw (Extericir G rade) EPC8RZ t�_,)WS221 00008 Fr od uct t4o del, N u m bar o r Namv rot. Prod uct Desc riptict 21 PPi3."-4Z- PPS4441Z Post Base 8 S:)VVS22312DB8, SDWS22512DBB Outdoor Accents Structural WOW Screw 71SISIAJ48 DIS'lls Fw ssFrar--nVMVS�rt1ViWASSiS �Pa A Inc. 22 RPRZ Rattraft Post Base FL*i 30re-M 9 SWV827300SS, SDWS2740OSS, SDWS275OUSS. SDWS276(*SS, SDWS27SOOSS, SDA'S771 CGOSS, SDWS271 200S.S Strong -Drive SDWS TIMBER SS Screw FCI-�io4l t �C�Ui i., K_-�AP 5, FC. RL-11 1 5 -C `­�a�, ONW and 4 1..", A, r,"VAYWO, I a . 'G, NNW t Sea X Prodgicit MOM. Number or ligligge Product Desiorlption 10 SDWV13400 Strong-Dre/st SDWV SOLE TO -RIM Screw with the 2 02 M I CKST 12, CNIST 14. CM STC1 6, CS 14, CS 16, CSI 8, =0, CS22 Coiled Straos 'It ST1,422 Outdoor Accents Hex -Head Washer 4 1, S;: C-2 L5 (7 4 S S , F':' 2 2' 5 S ll`,�,j Z; =C Steel Frarring 1*8 Anne Klahr PX2360 k 100 2 HRS6 HRS8 HRS12, FHi FHA2, FHAl2, FHA18. FHA24 FHA30. MST126. MSTI36, Straps 97 n-41(12 ga) I �,1474 `5 FS(:2 S�4 -�, 2F�XX, 2!� �_tj, V.SSC4 2�_ V�SC625 109*1 Stud co, . `rls I Product Model, Number or Name FJA, FSA Product DescrIsAW Foundation Anchpf 3 UST148 Mi MST172. SIMST27, SIMST37. VMST48 HTS16, HTS210, HTS24, HTS28. HTSS0, HTS30C Heavy Twist Straps FL#15363-R 6 V,�.�Cb 2tK'.�., Fittjn Knee Oall 2 FRFP Flat Reftaft Famclation Flags 4 LSTA30, LSTA30, 1_911`149, LST173, MSTA9, MSTA12. MSTA15, MSTA18, MSTA21, MSTk-4 ftai 43 "1 (18 ga) 7 P4 2� �:C, P4 r. �j tai!S?,7 f� 47 640 5 S17. PA � I Fi417, MSCEi,47 Byil FV61FF lroo.4 SiFilki-Clip Conrloch.,a 3 GF4464 GH46-8. 01-14". GH48-8, GF44104 GH410-8. GHW6, 01-166-8, GHi CHO& 8, GH610-6, CH61 0-8 Girder Hanger 5 6 LSTAP, LSTA12 LSTA15. LSTA118, LSTA21, LS7A24, ST222. ST2122. ST2116. ST2215 I-SUBI-13,25 SUSH3 25 MSU BH3 25 Straps 33 "1 (20 gai) 6, dging Connit-tutor -&" I Product Model. Nurriteir or NaM49 A3 18, AS 1W. AS ISSO P-Mduct DoUrtsition 18 ga Truss Plates 6 9 2 `9 7 -,_ C 5 rig � 5'. 2 r- I E� sc, S82 I -F At"A15 bypass Frarring Ctnnectui rAde-7,p 4 5 131.86A, GL86B, GLS5C. GLM, GL87A, GL678, GL87C, GLB7D GLBT612,GSLT012,GLPTSl$.GDLT8ie�OLSTS20,GBLT$20 Gkftm Bearing Piela Gluillium Bearing Plate 7 8 LTP5 LTS121, LTS16, LTSIS. LTS20 Lateral To Plate Light Twist Straps 2 3 AS 2DHS AS­X2 20 ga. High Strength T rustit Platte 20 ga Truss Fists J r$ypa�5 r,-iii-Ing Bearing Plow 9 USTA30, MSTA36. ST6215, ST6224. SM ST112- ST18, ST22, MSTC28, MSTC40. MSTC52 Straps 54 "1 (18 g a) 4 ASHP Hinge Plate Connector 12 yll;�­342 141 �1, XILS, i78V"?l 11 S�f 1414-14 !A)uukleied Sell' U-IlWirg, Tapping 6 7 HCLIBA. HGLBB, H3LBC, HGlUBD HGT-2, HGT-3, HOT-4 Heavy Glularn Neavy, Girder Tiedowit 10 NSTC66, MSTC78, ST8238 Straps 68 mil (14 g a) LLJ 8 LFP10-sm Upiwersa i roundabori Plate 11 IJTS12. MTS18. MTS18 MT= MTS30, MTS24C, MTS30C Medium -wist Straps i !l, XCAS'3"P X_�! R"16 4K X7)1t71214 XQ111121 ii-25< XOI`,MS12�4, 1071MI'224 3K, -�1141!�',`�4 �K ;�4E!016-11< 9 U1RFP Universal Retrofit Foundation Plegge, 12 961.56, SiB1.811, SM.06, SIB2.37. SA32,56, SM.88, SWAZ S1133 56, SW6Z SIS4 05. 954.12, -14B4.28, S/54.7!5.511135.50 Top Flange Joist Hangers FL#15730-R4 K7�114n112241 XQI'2S1224, X, XQ­_�PIT�_4-21< X­1C�6 XI6r31F-4KLX1';'l"1'1 XIBI'14-35K T,wpp,ig Scie�w < (D 13 SEA2.12A8, SIBA2.12/10, S6A2.12(12. SeA212114, SIBA4.1816 SIBA4.18/10, Top Flange Joist Hangers SUA4.IWIZ &BA4.1V14 I Er -HP Adhesive Anchor for concrete 14 9HIA Hurricane Tie 2 r_AC, -,DP. GDPMi COPM-75, GDPM-100, GDPS, GVV-50. GW-76, GW_100, GTH Grull-actualigsd fasteners and assignilbluas < IS Sill SfHD8Fl, SIM10S, SOVDIDB, SMI)ISS, MOISS Holckywris 1 FOPA, PDPA.K, PDPA-MG. PDPAT, PDPAT.K PINW, Pl"P, PINVVP.W. PDPAVI&. Povider-actuated fasteners threaded studs, and assemb i", 16 S1HDU4, SAHOUS. VHDU9, S/HDUI I Holdowns PDPA:vVL-MG, PS-AII, PSVL3-K, PCUDPA, PECLOPA, P7RHi PTRHA4 IT 9JCT, S+WGT Joist Hangers 4 SET-3G Adhesive Anchor for concrete SHEET NO. August 10, 20221 PA 1.3 l� HIAHM =A.W­DADEcou-:rn, in FRODUCTCONTROL SEC 1702K 11805 SW 26 Sveet, Room 2-01. DEPARTSMNT OF REGMATORY AND EC ONOMIC RE SOURC ES (RM) N12sm Flm:kb 33175-214114 BOARD AN D C OD Z AD3 VOCLST"TION D TVISION T(7M315-2590 FC766)315-!5" NOTICE OF ACCEPTANCE (N-'OA) WW1ffjRiadjfi&jL1nW6aNLT_ PGT Industries, Inc. 1070 Technology Dtirt, North Venke. FL 3427F scon: This NOA is bemg issued under the applicable rules and regulati= governing the use of 7he docusnentation submitted has been miewed and accepted by Miama-Dade County RER -Pwduct Control Section so be used m Nfim Dade Coucty and otliermess whm allmvd by te Autliam Ha-ing AmAct= (AJV). This NOA shalt not be valid aft" the expitifton date statedbelow-'Me Miami -Dade Cowry Product Control Section (In Mianit Dade County) an&'orthe AKY (in areas odm duml\fiaw Dade County) ns erve the righ t to have this product or mwetiA tested fat quality assurance ptuposm. If this product or material fails to petform. in the accepted mmum. the mannfictures will incwtheexpense of such testing and the ARI may immediatetyrexrorke. mo dtf�-. or utspend the use of such product or material wAin their jumdicton. RER reserves the riot to revoke this acceptance. if it is determined byNL-mi-Dade County Product Control Section that this product or trieftfial fails to meet the requit-ments of the applicable building code. This product is aMwedas describedhesent andhas been designed to comptywith the Flonda Bulkling Code. mcluditig the High Velocity Hurricane Zow, DESCRUM02IN: Series'-5576-2770- Vinyl Sliding Gla ss Door (Reinforced) Wwo 91P & 13.90 cornn-,LALL .4LPM0A*AL DOCILVIENT: Drawing No. -MD-5.970.0 Rer B. titled -Vmyri Sliding Glus Door NOA (I-W'*. sheen I through2l of 2 1. pnpare4bymAnvAcmrer.dx*dl0V5;l5 and last revised on 02,101.,121. signed and seated by A� LVM Miller. Pl_ beating theMiami-Dade CountyProduct Control Revision stamp wah the Notice of Acceptawe number and expiration date by the Slianii-Duk County Product Control SectLon. NftssmE IxfP.%cT R-AmG: Large and SmollMisvile Impac t Resistant Linsitations: I . See table I (sheet 2) and table 2 (sheet §) forapphcable SOD unit swm desW pressum. rewfoccements types. glass ty, yes. sill nsef (see tables B- I & B-2. sheets 74) and anchor layout sheets requirmeats in I I thru 16. 2- RsSid Ulite PVC, Tan (Non -white) Rigid PVC and Brown coated (Paused or laminated) white Rio PVC to be labeled per refirenoed N0A'sreqvkeurws. 3. Egns operable doars must comply with min clew wxft or height per FBC requiremesit as applicable. 4. Pocket wells under veparateaMovaL to be reviewed by Building officud L.ABEIXqG: Eachunst shall bw a penament label with the we cmes uatne ot logo. city. state and wries atid following sftteniew: "Muum�Nde County Product Control Approved". noted herem. RENEWAL of thisN10A shall be considered afler a retimal application has been filed and there has beeano change in die applicable buikfwg code negatrurely affecting the perfairmance ofthis produm TERXW�ATION'oftlus NOAwill occur afty the explirstm date or if these has been a mmim or ebang in the materials, use, andlor maim ofthe productorptocess, NLfisuse oftis NOA JiSrazien&mement ofany pmftd, foc mles. a&;ftV" or any otherpurposes, shag automatic ally tertninate this NOA. Failure to couply vrdh any section of this NOA shall be cause lbr*tmination and retnoval ofN0A_ ADVERTISEMENCT: The NOAnunber pacededby the words Mutmi-Dede County. Florida. and followed by the expiration date maybe displayed in advertising Werature- If any pottion ofthe NOAis displayed, then it shall be done in its entirety. LKSPE CTIO' N; A c opy o f this entie NOA shall be pro vided to the u sw b y the manuflichiser o t its distributors and dall be available Ittr inpection at theJob site at the request of die Building Offwial This NOA rnisei & rtnewsNOA 420-04 29.05 and consisb of this page I and evidence pages E- 1. E-2. E-3. E 4. E-5 & E-6 as well as approval document mentioned atimt. The submuted documesotim was revanved by Ishaq L Chanda. P1. NOA NO, 21-0214f V cm ExpirationDatei ApH114,20.14 Approval Damisurch :9, 10!1 Paz* I PGT Industries. Inc. PC, I Indn' IT 1,-,. Itic J!GT Industries. JU. NOTICE Of ACCEPTAN CT: QIDENCE SUB1.13TTED NOTICE OF AC (EPTANCE- EVIDEN(ESUBMIT TED NOTICE Of ACCEPTA.N'CE: EVIDENCE S'LIBMITTED 1. Eiidence submitted under preiious.X0A D. Q1.AL1T­1 SS AN(E A. DRAWrqGS B. TESTS (condnued !_ '.T.anu DadeDepartweLatof Regul:i­on, and Ecconewic F-t-,iources iREER) 1. Manufxlurds die drawings and sections. 5. Test report on 1) Air Infiltration Test. per FBC, TAS 202-9-4 (Submiffed under.N70ANo. 11-0107041 2) Uniform Static Air Prmure Test. per FBC. T-AS 202-94 E NL11 E RL-k1 C ERTffl( ATIONS 2. Drawing No. IED-5570.0. titled"Vaivi Sliding Glass Door NOA (W". sheets 1 3) Water Resistance Test. per FBC. TAS 202-94. 1 Notice of'Accepance No. 15-05-18.14 rssnued to %�i&ion Exitusim Lmured fof their through 21 of -11. prepared by manufactum. dated 10,,0 5 15. with revisim A dated 4) Larye MLwk Impact Test M FBC, TAS -10 1-94 White R4W PVC Exterior Ein-usions for Windows and D oovs­� dated 08 1 _3 I 0+05.47. signed and sealed by A. L)ma MAer- P-E. 5) C mlic Wind Preswe Loading per FBC. TAS -103-94 expTmg 9 30 19 cm C 6) Fcaed Enny Test. per FBC. TAS 202-94 2. Notice of Acceptance No. 164)920.08 issued to Vis.�on Extrusion Ltnuted for their, YE B. TESTS along with madmd-up drawings and installation diapam of virryl sliding glass door, prep.. itc, 1000 Tau 202and lighter Shades (Non -White) Rigid PVCExterior Ex"usions. for I - Test report on 1) Uniform Static.Air Pressure Test. per FBC. TAS 202-94 by Fenestmion Testing Lab- Inc.. Test Report No. TTL 9.449. dated 11061 5� signed an(*; Witidow5 arid Doors". dated 12�0816� expume on 12,�29­21 21) Larp Missik Impact Test per FBC- TAS 201 -N sialed by Idalmis Ortega. P. E. (Test report revised on 12,04 � 15 and 0.21 11,, 16) N' N ottict (.,,f AcceptanceN c, 15-0528.1 r-.sued to Visiou Extrusion Lmuted .1for their 3) Cyche Wind Pressum Loading per FBC_ T-AS 2053-054 6. Test report on 1) Air Infiltration Test. per FBC, TAS 202-94 "Brown ( clated (Painted or Laminated) White Rigid Pl*( ExTenor Exn-usions foi- along with marked -up drawings and installation diagram of Anyl sliding glass door. prepared 2) Uniform Static -Air Pressme Test. per FBC. TAS 202-94 NN'indows and Doon __. d ated 08 13,15. exptmg on 0930 191 by Fenestration Testing Lab. Inc- Test Report No. FTL 871 dated 12,V71 S. signed and 3) Watef Resistance Test. per FBC. TAS 202-94. 1 - 712.(Il �o%ct (.-,f Acceptance No.164) Issued to ENERGI Fenestration Solutions T.TSA. sealed by Idaknis Ortega. P. E. (Test report revised on 01 `15,46 and 022'16) 4) Large Missile Impact Test per FBC. TAS 201-9-4 hic fc�r theLr, TAN 3(140 and Lighter Shades (Noa-White�j Rigid PI-C Extoior Test report on 1).Air Infidirat ion Tmt. per FBC. TA�'_V2-94 5) Cyclic Wind 11'resswe Loading per FBC. TAS 203-94 Exti usions fov Window,; and Dow -;-dated 001 16. expirinz on 02 0-1 21 2) Uniform Static Air Pressure Test. per FBC. TAS 202-94 along a ithmarked-up drawings and installation diagram of -,m-yl sliding glass door. 2 %;ottce of Acceptance Nio 1"'12.04 to EN ERGI Feue,-!ratim r-Sohitions USA. 3) Water Resistance Test. per FBC. TAS 202-94- by Fenestration Testing Lab- Inc.. Test Report No. FTL 8551 dated 12"0415. signed ant-' ln�,-. fix, theu -Bronze and Lighter Shades of (ap C oated Rignd PVC Extedor 4) Large Miss� Impact Test per FBC. TAS 201-504 P s�aledbyIdalmisOrtega . E. (Test report revised on0_115,2016) Fxmu-�,ivus ftn-Wbidowsand Doors" dated N.15 15. erxpiriia2 on t-4 16 20 5) Cyclic Wind Pmstire Loading per FBC, TAS 203-94 7. Test report on 1) Uniform Static Air Pmsure Test, per FBC. T-AS 202-94 'N' oticeoi Acceptance ""o- 1 &0- 12.0.1 nsvied to ENERGI FenesTrarim Solut ions I 6) Forced Entry Test. per FBC. TAS 202-94 2) Larp Missile Impact Test per FBC. TAS 201-94 1U.- f0f, Tll,-Z 1N-hire Rigid PVC Exterior Extrusions for Window-, and Doors' dated along withmarked-up drawins installation dkum of vittyl sliding �s aiW glass door. prepared 3) Cyclic Wind Pressi= Loading per FBC. TAS 203-94 10 i expa�ap on,"; 228 1 S. by Feaestration Testing Lab. Inc.. Tesi Report No. FTL 8546. dated 11,0615. signed and along with marked -up drawings and installation diagram of vinyl sliding glass door. prep, T e r e - n -- N o ct,) 10 7 P -I (A I r) -0 6 - M 0 527 3, 5. 5 - 09. pCT _-k S TIN !E - 8 4 s�aled by Idalmis Ortega. P.'E. (Test report irvised. on 0 1 �044'6 and 011, 11 -22016) by Fewstration Testing Lab. Inc.. Test Report No. FTL 6638 (iamples A- 1 thru A-221). d to I 3. Test'report on 1).Air Infiltration Test, per FBC. TAS 202-94 11 �, 194 0. simed and sealed by Jorge A- C auso. P. E. tSubtrdned tinder _Y0.4.V0. 11- 2) Uniform Static Ak Pressure Test. per FBC, TAS 202-94 016 71� 04) P',S ub 7tv,,led wider NOA No. J 1-610 7 04) 3) Water Rrs�stance Test. per FBC, TAS 202-94 8 Test report on 1) Ar Infiltration Test. per FBC- TAS 202-94 N c-? t i,� �- :jf'A c c ev *"a nc e 'No - 14 -0 16. 11 s:�;�ue d t o K urara-v Aurn c a - . Iric fci heir 4) Large Missik Impact Test per FBC- TIAS 201-94 2) Uniform Static Air Pressure Test. per FBC. TAS 202-94 Sean�%A-Aasi, �(leai and White) laterlai expu1nR9 c.1ra _ef- - 04 1, 5) Cyclic Wind Preswm Loading per FBC. TAS 203-9-4 3) Water Rmstance Test. pet, FBC, TAS 202-94- 16-11 1"Al I ls!sued to Kivaray.kiwn, -i� Inc fcbi theu 6) Forced Entry Tesi. per FBC. TAS 202-94 4) Large Missile Impact Test per FBC. TAS -VI-94 Trosdol A, 11(rackar, learand (". oloi- PN'B InterLwers'-, e��,puuaz om 07 08, 19. along with marked-W drawitigs and installation diagram of vitivi sliding glass door. prepared 5) Cyclic Wind Presom Loading per FBC. TAS 203-94 by Fenestration Testing Lab, Inc., Test Report No. FTL 8547. dated 12iO4.1 5� signed and 6) F;rced Entry Test. per FBC. TAS 202-9-4 r. STATENIFNTS sealed by Idah-Ws Ortega. P E. (Test report revised on 021 16) along with marked -up drawings and installation diagram of virtyl sliding glass door, prepa:,(t I kt!el. of cotif 01-2mn,�e with IFBC -511, F didon (21014) -did FB( ­61b Edition 4- Test report on 1) Air InfUtration Tesi, per FBC. TAS 202-94 by Fenestration Testing Lab. Inc.- Test Report No- IFTL 633" 7 (samples A-1 thru A-55). dattll i201 .,# issued bv nuiLufacturer- dated 08_14� 17. stelled AIX seakd bv L%mn Nluer. PE- 2) Uniforal Static Air Ptesswe Test, per FBC. TAS 202-94 1206.40. signed and sealed by Jorp A. Causo. P. E. t.Submitred uytder.N'0-4 No. 11- �1 iteniew litt%f of no fmracial wterest- d-ated 04 1 & 1T issiutd In. nnnufacturet, �tgned 3) Water Resistance Test. per FBC. TAS 202-94 01 O:� 019) k sealed by Lvnn MiLm. RE 4) Large Nfissile Impet -fed pef FBC. 1AS 201-94 LeTTef 4 lab con4)hance. pan of the above test reporn 5) CYxhc Wind Pressure Loading per FBC. TAS 203-0-4 C. CALCULATIONS 4 REFF, Test Prop,-eil No. 11-0387 1 datc-d 05, -05 1 7� si-gaed by Ishaq (Amn-da- P E 6) Fixc� Entry Test. per FBC, TAS 202-94 1 Anchor venfication calculations and structural analvsis, comply4 with FBC-2014, along with masked -up drawings and installation diagram of -v7tnvl sliding glass door, prepared prqwed by PGT_ dated I 1-09'45and last mised on 024 5,� 16t signed and sealed by G� OTIER by Fenesmtion Testing Lab, Inc., Tev Report No. FTLSW.. aated 12.1)4155, *[ied and AnthonyL Miller, P.E. (Subitifted underNO--1 Yo. 1 Notice of Accq1tance, No. 15-1210.(11, issued to PGT 1ndus=nes_ fol- their Senes sealed by Idaimis Ortegk RE (Test report revised m 01,0416 and 01,1146). Glazing complies with ASTNIE-1300-09- expuing on t -1 - A 421 Ishatt L Chanda. PYE. 1%h2q 1. Chamu, P.E Ishaq 1, Chanda. P.T. Product Control Unit $uporii3or ProductControl Unit Suporri.-*i- Prodwr C *att ol Utut Suptrvi-�or _X0A No,! 1-0 !of �W NOA No. .11 -0 10 '-* �'Q' V0A Yo Expir3tiouDott, Apri[14,220.26 ExpimdonDate: ApA114,2�,:� ExpiradouDat*: April14.Zfj_'6 Approval Elate: March Zf. _2021 Approval Date. March 28, 1. 6! 1 Approval Elate, NLitch Z.-*� _*021 E r _3 FGT Industries. Inc. CGI Windows and Doors. Inc. PGT Industries. Inf NOTICE OF ACCEPTANCE: EVIDE_NCE SUBINUTTED NOTICE OF ACCEPTANCE: EVIDENCE SU-BAIITTIED NOIX-E QL ACCEPTkNCE: EN71DLUE $UBXffrTE 2. E1dence Submitted under previous submittal E. -ALATERLA1 CERTIFICATIONS (continue) 3. N ew EvW#uc* Submitted 5. Quanm Pat Super Sgater �tandard complying with ASTM C5 IS Tliermal Conduc tivity �L DRAWINGS -OF gen-Pas A %- E 0_88IElTU-iuihr.-ft: ASTNIFI'-149X;7%rM-Pass.ASTNID39850-x-§F- STI I A. DRAWriGS 1. DrawingNo. XID-55770.0RerB. titled *Vinyl Sliding Glass Door NOA sheets 2190 I-G-Durabilitv-No fog -Pass. (Smbniftwd underpre-tious.N70A.Vo. 15-0469.05) 1. Drawing No. NED-5570.0 Rev B. titled -Vinyl Sliding Glass DoorNOA (1.14Y. shms I through 21 of 2 1. prepared try manufacturer. dated 10,1054 5 and last m. Ised on tbrough 21 of 2 1. prepared by manufactum, dated 10 �05,- 15 and last rexised on 02%.2 OC221,120, signed and sealed by A. Lynn Milla, P.E. 6. Quanex Part Dw-ase complying with ASTM C518 Tbemial Condluctiiity 2.22 B'IU­ia` signed and sealed by A. Lynn?klilker. P.E. hr_-ft:-rF. ASTINI F 1249 U1,M-Pass, ASTM D 1434 Argon Pemieance-Pass. ASTM E Note: This revision consists replacement of same exwmz installation scmvwitb flat head- B. TESTS 2189 I.G. Durability -No Fo& ASTM. E 546 Dew Point Developuient -200F in 48 hrs. 1. Test reports on: 1) Air Infiltration Test. per FBC. TIAS 2102-94 (Stibm ftied under.V0.4 No. IM409. 65). 2) Unifban Static Air Pressure Test. Loading per FBC. TAS 202-94 7. Vision Extrusions- Ltd- Parts comp4W with PVC-.A_kM.A 303-13- Voluntary Specification B. TESTS 3) W ater Resistance Test. per FBC. TAS -V2-94 for Rigid Polyvinyl Clilonde (PVC) Exterior Profiles for Vision Extrusions. Ltd. -VEX -I by 1. None- 4) Large Missile Impact Test per FBC. TAS 201-94 AAIMA F enesm t ion Ex tem Profile C ertificat ton Pro grani (Sit b in ated is uder A70.4 V& 1 5) Cyclic Wind ftesswe Loadingper FBC. TAS 203-94 0409. #5) C. CALCULATIONS along with matted-W drawings and installation, dLV= of all PGT Industries, Inc. 8. Vision Extrusions. Ltd - Part s complying with PVC -A.4JX1A 3 03 -13. 1 None_ representative units listed below and tested to quatify Dowsfi'791 and Dowsil 983 silicones. (Submfted underA70A.Vo. 15-0409. Of) prepared by Fenestration Testing Labor atory Inc.. Test Reports No. 9- PVC­AANLk 303-13. Vohintary Specification fot Rigid Polyviayl CbkTide (PVC) Fxtenor D . QUALITY ASS11LANCT FTL-7997, PGT P'%15520 PVC Fded Window (unit 6 in proposal). dated 09,1`03/14 Profiles for Vision Extrusions. Ltd_-VEX-1 by AANIA Fenestration Exterior Profile I� Nifiami-Dade Department of Rqmbtoiy and Economic Resources (RER). FTIL-20-2107.1. PGT SGD780 Altunintam Sliding Glass Door (unit 7 in proposal) FTL-20- Certification Program 2107.2, PGT CA740 Alum Outswing Casemen Alindow (unit 8 in proposal) FTL-20L- 10. Notice of Acceptance No. 18-111-1.14 iss� to Energi Fenestration Soluticom USA. Inc. for E NL4,TERLAL CERTIFICATIONS 2107.3, PGT nr7V20A Aluminum Fbmd Window (Wift 9 m proposal) and FTL-20-2107.4. their --Tan 3040 & light shade (non -white) White Rigid PVC Exterior Extrusions for L Notice of Acceptance No. 19-4305.02 Lssued to Kararay Ametka. Inc. for their PGT PVY7620A Aluminum Fixed Window Wnft 10 in proposal) dated 0711311-0. all signed Windows and Doors'*. expiring on 0104,21. "Trosif41% Ultraclear, Clear, and Color PVB Glass Interlayers-. expiring on 0T(s,, _`4 and sealed by Idalmis Ortega. P1. 11- Notice of Acceptance No. 1"122.02 issued to Energi Femtration Solution, USA. Inc -for 1 Notice ofAcceptance No. 17-0909.02 issued to Kuraray America, Inc. for their their se mi ­Mlke Rigid PXT Exterior Ein-usions for XVindows and Doors". expiring on "Senti-%-Glast (C leat- and Whiti) Glass Interlayors". expiring on 07`04,23 C. C.4LCULATIONS 0 2 -, 2 842) 3 3 Notice of Acceptance No . 18-11 K 10 issued t o Vision Extrusions Linit ed for tbeir'*B i i i I Anchor verification cakulations and stnxtural analysis- compkjing with FBC 174" 12- Notice of Acceptance No- 2"203.03 issued to Energi Fenestration Solution. USA. Inc- for C oated (Painted or Laminated) '"lite Rigid PVC Extedor Extrusions for Wlndoi� Edition (2020). dated 04n-2110, prepared by manufacturu. signed and sealed by their '-Bronze & hot shade cap coated White Rigid PVC Exterior Extrusions for and Doors". expiring on 0930.,24. Anthony Lynn M10a, P.E� Windows and Doors-, expiring on 04�4625 4 Notice of Acceptance No- 18-1106.11 issued to Vision Extrusions L&ited for their sm�- Glazing complies with ASTME1300-04.49.42 and -16. "VE 1000 Tan 202 and lighter shades (_Nou-AAU#) Rigid Cellular PVC Exterior D. QU,.ALITY ASSIL-,&kNCF- Y. STATENEENTS Emusions for Windows and Doors-- expliring on 12,29,121. Nfiam�Dade Department of Regulatory and Economic Resources (RER). 1. Statement letter of conformance to FBC 71b Edition (2020). dated 04-221,20. issued by manufacnm. signed and sealed by.Anthony Lymn.Miller, P_E_ F. STATEMENTS E. 3LATERLAL CERTIFICATIONS 2. Statemen letter of Do financial 'interest anil of independent. issued boy mamifactwer. dated I Staternemt letter of conformance to FBC 7" Edition (2020), dated 0-1,011-I. issut 1. Notice of Acceptance No. 1"305.02 issued to Kuraray America. Inc. for their 0448,110, signed and sealed by AnthonyLvnn.%filler. P_E_ manufacturer. signed and sealed byAnthony Lymn Nliller. P.E. "Trosifolt titrackar, Clear. and Color PVB Glass Interlayers-. expiring on 3. Pm -ate Labeling Agretment doctm=t betm-mi Pf-'YT- dated 033a'15 and signed by all 2 Privve Labeling Agre"=t dated 03.10&21 between PGT Industm. Ine. and 0" 07YOV24. involved partim Windows and Doors Inc.. signed by Dean K RuarL P.E.. V.P. Engine�. on beh�'_­ 2. Notice of Acceptance No. 17-MS.02 issued to Kuraray America. Inc. for thetr both complanxs. "Senni-Glast (C lear and White) Glass Interlayers cqmW on OT,04123. G. OTHERS 3. Notice of Acceptance No- 18-1106.10 ismed to Vision Extrusions Limited for their 1. This NOA re -vises NOA# 17-0-420.06 (PVTwCGI) and updates to FBC 2020 ("iEdition). G. OTHERS -Brown Coated (Painted or Laminated) Nklite Rigid PVC Exterior Extrusions expiring 04 /2 1.2) 1 1 This NOA reAises & renews NN0A# 20-04!9.05 (PLAw`CG1)_ expiring 04.141-216. for'"Indows and Doors7. vqming on 09,130.,*24. RERTest proposals #19-1155 dated 0140.220 approved by IshaqI_ Chanda. P-E.expiring 2. The current associated PLA CGI fik 1;21-020.9.01- eKpimg 04.14,-26. 4. Notice of Acceptance No. 18-1106.11 issued to Vtuon Extrusions Lin-eed for their 041+2 1. series -NE 1000 Tan 202 and khter shades (Non-Wbite) Rigid CeDular PVC Exterior Extrusions for Windows and Doors". expiring on 12L19!,2 1. ,, Iskaq L Chantla. P.E. ltluaq 1. Chaut!2. P1. I;haq 1. Chautia, PJE. Product Control Unit Superrhor Product Cout"t Unit Supervisor Product Control Unit Suporrisor NOA Ne� !1-0,.,0Z­03l N0.46 No. .11-00ft.03 NOANNo. :1-0!06.03 Expiration D.2te- April 14.2026 Expiration Date: April 14.!024 Exoration Date: April 14,.1026 App rova I Date: NLvreh 2f , NN Approval Date. Marth ' f. .10.11 .Approval Date- Marth U9, !011 E 4 -6 E 4 ,I, .- ...... ­ .___ . Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Oebra Anne Ktahr PX2360 Cn > 0 CD 0 0 a) 0 0 U_ 0 :z,-- M 0 > E 0 (n C- 0- C/) rqw 1A 44 Z W Mj C_ Cn C-0 > 0 > L CL 0 =3 0 0 ­0 0. LLJ < (3) SHEET NO. PA 1.4 August 10. MIAMHIUX MtAMI-DADE COLNTY ffel 211 a= PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORV AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miomidade.aov/economy Cast -Crete USA, LLC 6324 County Road 579 Seffner, Florida 33584 SCOPE: This NOA is being issued under the applicable rules and regulations governing 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 (AHJ). 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 AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 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. DESCREMON: (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 Panino, 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 IWACTRATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade 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 termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Nfiami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. 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 thejob site at the request of the Building Official. This 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 Helmy A. Makar, P.E., M.S. MM"14MUM #4-3- �. NOA No. 20-0630.15 Expiration Date- 09111/2023 Approval Date: 08/20/2020 Page I Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details". sheet I of']. prepared ky Craig Parrino, P. F., dated March 24, 2003 and Drawing No. L T4612, 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 #1 datedApril 28, 2003 both drawings signed and sealed by Craig Parrino, P. E. B. TESTS 1. Test report onflexural testing on 4 ". 6 " & 12 - Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, per ASTM E-529-94, prepared by Applied Research Laboratories, Report Alo. 30404A, dated 04,17 0103, signed and sealed by Christopher A. Hamon. P.E. C. CALCATLATIONS 1. Calculationsfor Cast -Crete Liniels, dated 05129103, 207 pages, prepared kv Craig Parrino. P. E.. signed and sealed bY Craig Parrino, P. E. z Calculations for Cast -Crete Limels, dated 05129103, 140 pages, prepared by Craig Parrino. P. E., signed and sealed kv Craig Parrino, P. F, D. MATERIAL CERTIFICATION: 1. Quality System Manualfor Cast -Crete Machine Made Precast Lintels revised on 11,fay 1. 2002. 2. Casi-Crete Qualit y,�ystem Manualfor Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1� Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1. prepared b - y Craig Parrino, P. E., dated March 24, 2003 and Drawing No. L T4612. 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, Iasi revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Count), Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. �imy Ma arP.E.,M.S. Proc4ruct Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E - I Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 A. DRAWINGS Dravving!Vo. FD4612, filled "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-Crele 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 March 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS I . None. D. QUALITY ASSURANCE L By Miami -Dade County Department of Permining, Environment. and Regulatory Affairs. E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter ftom Cast -Crete Corporation dated February 03, 2012, signed and sealed by Craig Parrino. P. E., cerfif�ing compliance w ith the F lorida Building Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS 1. None. B. TESTS 1, None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami-Dode County Department of Reg7dalory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. I I e my . Makar, P.E., M.S. Pro uct Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E-2 Cast-Crcte L.SA. LLC I I -E SUBMITTED ,NO FICE01f ACCEP-VANCF: EAJOENC F , N41)FNCE St.13MITTED I�NDFR PREVIO(I�S APPROVAL 4. 14-0903.03 1) RA NN I NG S Dr, I, il i X0. 1, D4 612, , i I led 'T re ca s I and Prcslre.�.s ed 1, t n te i L )e I ci;ls shi - et I o f 1, (io i rd 0 3/2 4!V 3 a nd Drai t, i r., A�o. 1,T4 612, 1 itled "Caw - Cre I c 4 12- Lini c I'Sule L oad Tab les ". she e I I hro ugh 3 ol 3, last re v isio i i dated 06, 1 1�1 4, all prepared, signed and seuledh.v Croig Parrino, P h,-, on 14, TESTS Aone. CALCULATIONS Calculationsfor (_asl-Crete Lintels. dated 08/1912014. pages 14. 201 through 14.236. preparred bY Cring Parrino, P L'.. signed and sealed b_v Cro�g Porrino, P. F. QLiAIATY ASSURAINCE I , i; - i kfiani i- Dade Couniv Department of'Regulatorlv ond E, onomic Resinjrcu.,i (R F--,R,,. NIATERExt. CERTIFICATIONS I None OTHII, , R I [eller �roln ("ost-Crele USA, Inc., daied 08119/2014, �igned and seuled ky Cll(lix PUrri.riu, P E. cert�AJ 1;11'(' c0l;ipbancc �Ii ith 1he Flor0a ( 70de, 2014 Eal'tion. LVIDENC4- St ' �BINIITTED UNDER PREVIOUS APPROVAL 4 17-0821.18 DRAV-v INCS I Nonc "AIA14-ATIONS Nont, Q(JALiTi, ASSURANCE 1;t:.tlwrni-l),jde County Oeparoncni ol_Regmluior� onflFconornic Re.,�our(,es (RER). M.A.-I'l-ORIAL CER FIFICATION'S 1. IVOW. OTHER Compiance Lelier with the 1, forida Building Code, 201 -dition, ;ssiied 1) ' v Ca, I- Ci eilc 1,SA, Inc- dol(I-d 08 68 1 �s i-nedd., sealed bl, Cru�g Parrino 1) E L elmy A.Makar, P.E., M.S. Product ControlSection Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08t'2012020 C-10 > _C3 (D 0 0 CU U) a) .0 U_ M 0 0 CZ #.- 0 > -0 E (n a) C LO 0- r Cn M _ "o Co -#--a 1 -0 .= C/) z z W mi Cgst-Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMIT'TED LTNDER PREVIOUS APPROVAL 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS B. TESTS 1. None. 1. None. C. CALCULATIONS C. CALCULATIONS 1. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. ByMiami-Dade County Department of Regulatory and Economic Resources (RER). L 4y Miami -Dade County Department of Regulatory and Economic Resources (RER)_ E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS L None. 1. None. F. OTHER F. OTHER C_ 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 E dilion, issued bv Cast- U) Crete USA, Inc-, dated 08108117, signed & sealed by Craig Parrino, P. E Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- CU 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL Al 19-0130.14 > A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P. E. Co 0 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of CL 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. > 0- LT4612, titled "Cast -Crete 4 ", 61' & 12 -Lintel Safe Load Tables", sheets I < through 3 of3. prepared by Craig Parrino, P. E., dated March 24, 2003, last -6-0 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P. E., on 0 January 22, 2019. =3 B. TESTS 0 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulmory and Economic Resources (RER). MAR 25 2M E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Article of Conversionfor a name change. VV' Virtual Review A sist. Inc. 0 S UJ lete aj Plans Review complet p r d and ap r ed for compliance with the 2020 FBC 7th Edition (3) C*Yemy A. Makar, P.E, M.S. �7 Helmy A. Makar, P.E., M.S. Product Control Section Supervisor Product Control Section Supervisor by Debra Anne Klahr PX2300 _J NOA No. 20-0630.15 NOA No. 20-0630.15 Expiration Date: 09/11/2023 Expiration Date: 09/1112023 < Approval Date: 08/20/2020 Approval Date: 09/20/2020 _J E-4 E-5 SHEET NO. PA 1.51 IT I ,/ x Z I ILI ECO INC\, TILLrF IrEff"111116 A EUMNEERING Ce r - ___ WATTRR A TTLLrrjL,F.& 1�!�98�_ ""�` . C ,, ..... NIA1.01 PRODUCT EVALUATION REPORT REPORT NO- 2"726.01 DATE: J* 28, 2M PRODUCT CATEOM: Shuhm PRODUCT OLNEII-CATEOM.- Stwm Panels PRODUCT NAME: 20 GAGE "LVANIZED STEEL STORM PANEL MANUFACTURER: Global PmUmMon Ptoduan 4800 S.W. 51 Streat Davie. Florida=114 I - PURPOSE QFMALUATION: This is a Product Evaluation ReW Issued by Waker A. T111111k Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rulat Chapter No. GIG20-3, Method I D of the Florida Department of Buslnosq and Proftesliontal Reiguiletlon. This pmduct is Wing issued an Evaluation Report as described herein, and has been verined for compliance In accordance with the 2020 Sermth Edlition of the Florida Bvii1ding Code, and to verify that the product Is for the purpose Intended at least e0vallenl: to that raquInad by the Oode. Ttft Product Evaluationt Report slihall be subject to review aid revision In cm of a buftV Code dange that may affect Its limitations and conditions 2. EVIDENCE JUINITIM I 2.t PRC)DUCTMU&TION DOCUMNI (I!,ED.J Drawing No. 20.176. Ned 00 GAGE GALVANIZED STEEL STORM PANEL", theaft I thru 26 of 26 prepared by Tifteco, Inc.; signed and scaled by Watter A. Tillit, Jr., P.E.; dated 0712812020. This drawing Is an integral part, , Is Evaluation Report. It IIIII ­ - ....'. ... .: . .".,., (/I - - � I - - ..I 4 . I - I . -i � - " S-1 , '�`140,44167 *1 -, I . . . . I * .'* I � . -, ­­ - . ­_­ � , I I ' " I 1. , . , , . ,., - , ". * I * ­* " , 6355 N.W. 36th StreetI Suite 305, Mistni, Florida 33166 -Phone, (3 )871-1530- - 0 .0414 1 1 . 5 , 6= PROIDU 1KVALIU&UWUMr1?1MBU_M_VAM 2 22-M-TREPORTS: Large missile Impact and fatigue load tests were performed under Protocols TAS 201, 203 as per secticNi 1626 of the Florida Building Cade. Uniform static loads at, per TAS 202 Protocol, Test reports prepared by Hurricane Engineering & Testing. Inc., Reports,1 9&669 dated 08109/1996, #W570 dated 09118119ge, #96-T30 dated 09/2011996, all three signed and sealed by Hector M. Medina, P.F-, Fenestration Testing Laboratory, Irv- reports # 2032 dated 0411&1998 and 0 2126 dated 10/0511998 witnessad by Gilbert Diamond. P.E. and Report No. 0219.01-09, dated March 4,2009. signed and sealed by Edmundo Largatespada. P.E. and Flenry Hattern, P.E. Tensile test repod No. DCM-197 by OC Methliturgical, Inc., dated March 13, 2000, signed and seelecl by Frank Grate. P.E. 2"TRUCTURAL ENGINtiERING CALCULATLQft On 20 Gage Galvanized Steel Storm Panel for maxinnom panel length vs. design wind load, as well as maximum anchor spacing vs, design wind load and panel length based on rational and Comparative analysis, and �n accordance with section 161 6 of the Florida Building Code. Calculations prepared by Titteco, Inc,, dated 1 110,VOB and 03112JIS, signed and sealed by Walter A. Tillit, Jr., P E, 3. MISSILE IMPACT 11931SIAN-M Large missile Impact under section 1826 of the Florida Building Code, as per TAS 201 Protocol. 4. WND LOADS RESISIANQE6 20 Gage Gaivanized Steel Storm Panel has been verified to sustair wind pressures. Maximum panel length shall beas Indicatiedon sheets B. 10. 14.15. 16,19. 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, I i, 14. 15, 17. 18, 10. 20 25 and 20 of 26, of Product Evaluation Oowment (PE.D.), drawing No. 20-176. &INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 7, 1 0 ftu 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 inclkated on sheets 8. 14, 16, 26 and 26 of 26. of Prodict EvalusifiCin Document (P.E.D.), drawlinig Nc% 20-176. o0101141"Is", 0 lk N T/Zt/,V �� e � , 0 'PX `­ -----.,/A , - -1 Z�.. `,,K,:CEN,9t ,. . * � . � __ -, .N �- - . � __ .T:__#R!_1_717Z ` �- -44167 " - - 17;:��e; '- * A . , , / 4<- ., , _q,_ - 9: / 4�� , ' �_ _ STATE OF -, I _f Vo;--, ,,UmOl �-`,$�A, , . r,*­ . .6' " - r " `V0 ,Y0 � %� 816 AO: "'o'N ph"lipfolikilk"Vo 0ENERAL N= 8 1 1 W, �L �1 PRET��! SIW. OR PWCAST j:QNCRr.E AAKEj- s­_K'�,, CI, *��o &(IANDIS Rf FCA,I� �A 1-4 I sm MM Raise Ck-STIW, WAUL, ANI-�HQRS SHUc BE LONG EW40r" M RLACI� THE %UUA, 5�­C`TURE FENNO SUCII PANELs sloRm ININEL SKY^ ON m PAcoUcT rvALuAr-W"CocwNtENT (Pr.o) HIAz Ria-w vmpcu rcA co.ptu"i 4, AVCIR� SHA� BE AS MENLOND ,ft 9 1) &�D IN o:, XcOADANCE WITH THIE 7020 17t, EC'NION) OF TICE "LoRXIA BUILDING CODE i0 TC-LIAISTRAI-111M ,.WN, SP19SK-�fV-Sa. �_ r OZ-110fi- DESICTI TANID LOADS SHALL BE DF`TER0I,*0 AS PER SIEC11004 I fiAO Olr THE ABO.Nr MENTICHILID CODE, - I I.7. 100:iN ANCT-M. M By � I III IBULD[Ir 'W- iA^N,AACTPPLD FGR A ANKID SPEED AS PrCVFXD BY 4 41ACsINCt" INAm tirm st"Irn ft � BE INST&A111 0"D - j1--I* 4`01,4151AIATE nL4A_F D A43 PANELMAn PL,T� ANC>o14 AS hUVYTff-CTU*E1, EIT LIC11 -,1NSTA,K1X`,ft pi�wXis FOR A EAffCTiOA&AdJT- TACTDR .,[-Citt, V'sAIC AS" T-16 AM SkkLL NOT TXCEFV -# UOAK& (A5&) - 1/4'. LAC $CPM PER ND.S. DE'S" PREWAA3E ftAoftt.S WAXArEC ON lo"'13 7 �HRU I2 I., t5. 16, To A ZD� - 7fWA � !I/5' *001) SUIPRING. A.' UYStArBIE'EV RY Att PKIINT SGREIN W,T 6 5Kc4k­, 00 IN OROtP TO VIERTIN T14E ABIONi 0ONVOKA. UL rAAAJ1 OFS104 MO LOADS O""Mit" PER A=E I -I it r, - UPIPARIA rV4Vo�DO PENETRATION INHO WX'X- C4 -.�Xt, ANEMOCILS 4�� BE ; 112- ANC 2- �YAT F,rO� PMOtLKATE �,S * ' SHALL OF FNM RMI,cfi) 10 As D OEW_� WND ktV-DS NY WXtIPLYING IMM V 6 5 Ll ORDER tic AND PA19AUALF TERM 0 COMPAK TINESE *1 "% (.S,�)i DES""" PAE'59�`A` RATINGS PAKATED DR S"Ec'S 7 'HAN I;% I. I" IaL "' 4 W" S.� =,1NRCADM PENCTKATION or ,&C SCREW, w7o K W31X FRAME uhl' IKALL FA ','?' NO 1`�PW�En IN QAD[k --D *�_ -,HW W,10ts C14 THIS PECP AS r0,TIM ft'RE NDT LA" ITRE35IVD. A In INCIIITAM A ftLo..&f ON INTO STUCCO SHAL. 1K 00ftli"QED A& PAMI OT ,ILk RVO-NiCD 1KIIIIADEr V4NvR*VoN STRESS TOR WAND c'NIOS VAS WT, VSE0 44 THE* AMISS rASTCNIAS SPACO,r. To WOOC 040S SEEN DMOWNED IN ACCORDANCE P111, NXIS. ?018 C ') MINARRIN EDGE .W,AWC of LAG SCKRIS. iNT(j Woo�j 901_, WE AS INDICATED A Nr� -4&MWC VOft PANEL's ADLCILIACT FOR AtRIP-T AND ~ PET"A14CZ HAS MIN VIERIFICt ril ACC�,MOIVICE W* 'ACTXA 1626 C� THE ABOVE MT)MINK]l ITOGIC AS PER HURRICANE CNIGNEIEftor A TEST44 PAC REAWS 94-569. 96-WO A 96-130 AND C ii �. W PE"CTRATIO', Cr Arlon @VsArk'a SUALL BE VA, t/4' ­x SCREW, L�IED S�, FA I !/Z* Low, T,AV4UV FENESTRAITIDN TFST-W_ tAS IFK *"IS 02032 & 02126 . AS rWOMS TAS-201 TAS-202 AND YOS-A3 50-b- vTuclo D151 AND 1* up"N. 1W 041.1� *17-f NO $1r__C__ AS NYEU AS AMERICAN `­� -_Q O( SUUTP FLORIDA IK1PON1 00216.01 -09. KS PrFI 'AS 20'. 1AS 20 AND TAOS 2W 5141CARIDS I �I IN CASE T$_A, FRECAsi S-w. OR PRECA51 coNCRr-17 FEANC�S. V�Cco op Ac-oD BOARDS or m#o (A TIRE E:161*�L , " nft� ANCHORs SHALL RE IONIC E-01X.LH iO REACH VRE IANN STft-UFE BE..L. SUCH PANELS 2 ALL 4LVW"M "TAU's" *0 BE 6063-T6 AC40T AND TrIOPER (LOILM OtHEMS1 NOTED) SEE SHW 2 ANC�IORAGE SHAU, CA AS KEWTONEC IN C 1) C )) * 1 4) 1 ALL AtUUNRUW SINFET WET& USF-V A* C40SUPES SHAL HAVE �IDS­14 ALLOT. (0) A-M 5M_ K �USTATXED FTXLG� ALI or lIq hIC"WW1P1�­r- NRO �42U�WAI"�, C- "If QW�K!VII -FAC-17-4IFF A ALL SIM S.'r WIA PAI,E1 S SM-1 �14 �MXCI.RAL QKW M STEO_ A--. -*-kt ClUIC V, I&N.ww G - Sc 8 PATIE-5 U" ft-So Sit '"S"ALLM "0ftZU"`A�y COLLOWAiL *Y'N�Ar-!` DETAIL!; SL`CPIVK &A �'C'" t T-ffA's� Ic t!I-M 4 CALVANIZLO STEEL M-riNATION AM- M � III, �AFTEP ROLIP)) 1IRRIOLIPt bt LXMF- -W HEADM(MAQ S,jAA WT BE LA-r 5 ALL SCREINS To BE STAIALM :�'.EEL 104 ON 211! ATSI SEARS ON COR1005"% RES15TANY CGo&TEC, CAAWN 5.EIL AS PER 0 11 S1,Ac BE THE RESPOINsABILMT OF -HE �:D"IAACIOA in YEI'lly IHE _�oL.KAIC7- Of 1114 irl"U'LlIm MERE Nw�_R r To @I QIN 5"$S 9!25C kb MO I`tAENctN ANC 9C kH TONSLE STRENGTH & SPINA- �Ohdi W/ ILITRICIA 6V%oW4 CODE ATTACIf,rD 7, RISC" PRQPM ANEMORACE 7Hn W.JTt" 5L,k-, ONY M A�T.Cllflj In I't"KiIeTTE, BLr,.0 cP Room lkwk sECTI" 2.1, .s. 1AI&D-GS 6 BMIS To BE ASTIA A-307 GALVANIZED 'rUL_ 04 A& 3D. iERXL% SlAft.M STLf- ANH, 36 PH NINIARM IIELr, slKiNCTR 10 EACH WIDIALAR 5TORIT PANEL WH LENGTHS CWN X-11 7.ROCITN 1;1 .', A' , PER JECTIDNrI 6, A. 9 A 10 AW ALICRNATIVES PA. I 9* A Wir ON SHEETS t� 6 A , 2 RESPIU'IrNti?, $�*l HAVE A �EOMt 00 RIAOICT V*$kf .Afttw; INSIfty-t1w. DWKR CIA AW PDRS Tc WALL IRA" & As CoLLOANS " 'E"'! To sr"RE PAKLs w"T" APPLICABLE RET4FW,DAEW cUARRG ~_DS Of 11LIVINCANE ROANW, (A� M_D0JN1&_JPQ1� 11 IRIE ft-TALLAITION CCRITIVICION S 70 SEAL-11AQUI Al� SOLT". COIA45NEW EDIX5, *4CLI IIE"A M CC,"T*NKX,s �c,�TAJ_'7 AIR- - I/f '* TAPICON ANCHOR$ AS MANLOACTURUD III IT* OURJC*X. KK (W. CC-!IvL2 ii-I THE ko-Ow To ftar"� WPQ/" NmIqON, I - 1 /4 . I 7/ !- CA,K-IN ANC,00IJ, .5 .tP4CPUREr, BY CCM,t W (1,04 ".--V" ...) _ I/ .# . )/# SCL*10-5ET AWAIOft, AS DtSIR&ALD NY ALL POINT SCIIII[Oc DOLT A SPfrAN,rY CC 12 510" PANE1 IffsIALLATKIN %M1 COW,l Art SPECS .00CAIED A TIH� CRAMP14 Ptn � S"r�NG AND ZCN�l RtWIAtTnK% ,��L f,­3000 Ix.,) TIROADED NY THE AXTSVIC'" *14-IRE PERWr! 13 APPLOLD TO - 116-10� PANCLAAFT FEILAILE 0 & PANFiIAATT nLM AWHORS. AS 1AIPIVIACTURM fff --- "� Cz�NSMkffi�'TRLN PPGCXTS ?I �.) THIS PROCAOU 1EVALLaCTION DQCL,WWI 'PC P) PRT-AM- v- TILTS ENCAEik 15 GENERIC ANC DCX'S INTIT OW,V;- ,W,'�(*,R (UN I -Am PITY) 113P A SITE 1PIA� AQ0XC7. .. 101ERE TIE 5411 C01YUR­0W DEV%k'E rftU rH[_ AE-', - 1/4,0 c; TAIP-C&C- AACMUAtS, IkS 140"ACILWIP N' _R.-1W CORPORA" ('­%,�O ­1 it.! -:_.1F1VV0P Tr BE RESPOP454M FOP 'RE SILECT*N. PuRcTRISE Am TNEV'LAIUAI%�Chf INCLUDING ,.Ff S,hir� rW 1,9-, -RW-1 OL 1) hMORM 045LCAAXI� OF 7AIRCON ANCH�)n INTO POkMM CONCAVE SWILL K m �j4l' 2* FOR PANinWI1 fENINE SAWC ON TNTS P E D PROVIDED HUSHE OM NOY OrAATF FROM TII� CONDI`Tk�N$ Dr`TM 0 ON T41-4 DOCU4C`-6 I 0 ANC PAPAIRIcTE PLUS AM I 1/1' TOP CIF IAP-GMP ANCHOR'; CONSTAITC-FION SAIFIEIV AT SITE IS THE COWPACTDR'S W_sPc#dWr� I A.2� CALX-09 A SOLV-sC' AWHOR% SCIALL "E ELIKODED 7/6- 01111) "- PDUNNIE� CLRKArM NO EWBEUNENI ,N10 v) --*K �NLODL" EVALLATIoN DOW400 wAt or CONSIDERED TWAUC TV "IFIM 9`6100D SKALL BE PONIPTIM It ' 6-2D SCAONS LrSLD SHAAA BE - -/2- LONG. NININUM SNPAXI 5TITCC0 Ew. No I' IVINARAd RON WACLS WIN tQ STILICCO AM TAKI SIT HEADEU WRESTI OR X_ THIREADED SCAM RIC IWAV. ,d) Sr-T SPIPCIFIC PRO,XM SHAI3 UE PRUPARVO BY A FLOR00A QVQ1S'ErTD ENGRA`eA OR ARCWEC� ANIC" WI -I WCZAA THE 1IL" WITH W04 NUYS CNGINMR Or RECORCI (E it R I f DR I HE PROIX0 AND 'W,* ou BE RrSPoftSNPC FOR fK ,RRMEA LIM OF T4F RE ID ENGNEDI Or WORD, ACIW, AS a OTUXGATEC JEW.04CEP, TO r4f A 3! 04 09SC TW, PQCC4*T ST . INFCAS1 CONCRM PANELS, �AVER$, Sn�WO 04 RQDD BOARDS K rOUNp ON IWi P ED EWINED�, SMA WVWIT TO THY% �AMR THE SFIC STPE-WIC DNARRN�-S � RV,fw EX15nW NALL 00 FLOOR. AWHOLM 9"LL K cOW 011CLIGN TO AW.k TW MUN STINUCTUAIE KHM sk.C. PANELS 4NCAM46f SHALIL OF 05 ULWrCNED IN A 1) AND IN A 2) (AT 7H-5 P " S,A� NEAR THE DAR ANO COG41AL MAL AND SCAAII�-ft 3F r� -AcFE SISOkAL (NOWEA (W RECORD THAT PREPAREQ 1 (8) !D,YL !?�� fj2daJM&.= WALL A&TV C-W it SMJnER 1004UPACTILAREP'S Lillbii SKAA.L fit LOCATED (A & READILY Vr,&C LOCATIDN AT STORW : 4 TAP004 ANICMAIS AS U440ACTURED TO I I * 1A.-Dins W_ PARR SKUnTER N ACCORDANCE Vfl?� SECTION I 7L4 9 3 tY RUP" IRALDW, C4XC CAL ,A1* - I/ ?,W CAI It -N AN"400M. AS MANIOrACIUMM BY DICNALT INC f" I'- $ 500 P­ ) SNA-L RE PtAM FOR EYM OPENING LARICI M. Tr� CVUP,Y A1704 SrCTKA 1704 9 2 CIF %W !. �# ; - 1/'4 /4- SUOD- SET ANCIHORE, AS M7110UTM BY ALL P~ Wft*� ROILI & SPICf-IATY sO rLOPIrk BALDING cmr (whi "-law P.4 � " S*W.L OPILY BE - pc- ,,, PAREELAAAR FEUhl 10 AW PANFLUAtE PLdS ANICNONS, AS 4ANPIFACTUREC YI u.00 COWSTWt,CTW.W �UrSED �7 ATICOLcm 4NNN C-2o7l III.,) 1,11"" 94!111!.4r4 IN TK -A 1_ ,L; oilk 0 - I/*- A V W-GAP ANCOCAS. AS WANUTACTUIRFI) BY 9W-FA&I CORTIOUTPON I Allzt/, !.. �& ., � . ��-�A.: , , . I . 8 1) WIPAUL0 EmNITUD1. � TAPLON ANCHORS, ELCr.Q PAND,41AIIES ANO Cr TAP-CR,P ANC4014� IN'.0 IRE C 1�! "iELL,A`�_. .,-'*, C - FLORIDA BUILDING CODE (NIgh Vitio6ty Nwricormo Zono) � - - ".. 710 MacK 'PaT SM� BE I ./.- I ' ... ' f % -n.lo NTIXG, -c I 20 GMA CALYANIM StEEI STORV PANE, I ..:: _ - 40. 4 t r' i 941 cALX_`4 A SOU1D­SFT ANCHoals 5� RE "Awom Ilar IftTr, ,-.it coNcRiTTE ar-oc* ow N%E A 167 1­ - � ­­ I 4fi . I - - . - . KI'LL s �,�_P_ $,P," RE �Rwfm,r - /4' A� 2D $cREIA, U05" V-AU` " � 1 12 _c"I1 pats.m., it cc � - - ' , A, ' IGLOBAL PROTECTIOIN PROOUCTS, LLC,' '-_� �-_ � 0`0T`� A.0 , AN!"W". IR_'-R Y"" w-TH w srxco � 111PIECO... '. I.-.- - — S !$'. SlAt o r '-�-'I- -- - ' ()F rt� S 0*- , �5. 5� I'ATIN . i �'j M3,. . t--ag—W-66 W1-.--:, 'It Wr 20-176 _- 1�� , - 0 0 t, --*&-.4� _­:� -`QII` C__ `M. "N' (11M)M�­ I . - Vz , ._:: 1r. I t-I --I- - __ - - __ -� - I __ - - ,1 , IN, §4 -..,,. 11 , ",M,.Uw1D`N AALRFI` A �i�r 1, I& � . -.- ,f, . .t 41h .,t I - I 'r �_ �,__­ 7�i _rnnl I i r � 111, Z:`�: 1. I , - ­Wkoo --- I I INSTALLATION DETAILS FOR REGULAR PANELS C - j) & .1-k INIQ EXISTING PORED CONCRETE OR CONCRETE BLOCK STRUCURES 001KNETE .YCHM Cxf "C' P`L` a CONCRETE 110:HCR5 , 7 W0,3 I r-Xv0H 9) COROACTE 401-0113-- (SM 1110"134JUL a- I SAM a yp"40im. To ! - R I on 204UPUL11; ON - SNW3 a T"PDUOR #� \ - -1 0MING AM" CONCRE RODLA00: - ,�4: -TE .1 - E.0 , , IT , , I " " I I I , , I � , �, COROAM AMCNON!, . (M 904MULE ON _X i�j'j a) I SHWII a PIROUGH, �� 11 - W I - I . ) EXISTING POURE__ I I , taWRETE swoutera I I ,�;, - -1 I - M � I . . I - * -1 I ., - 'I, _1� . r �__ - . 1�- - - , � I /1. � .... - I I I - Nk. I n I I � ; i � - ...... .... "I , 11 , I 1, "I'll - I ". I 1/., -3 I 11� .f:-- I : I , - I - ,t � - IC I " .= L ,:; 0 "I , i f . , uts tr.. C�m , ..4r n --- I "I - C � � LffarIND POURED to � ! I : I L::1�'L I i I I ' - ­ I I-, � - - I - I I i Iiiii : 4 - I A M.11* � I - � vl;,-- - 4, I ED Pa. : Iii� W # "I IROU10111, ! 2 2 I I I � - : � . 1� 3) � t s TRIP i COSTING POURIM � COW -AM R[Q%d0. I � I I - �,, I t-I 1 4 i � ... � ,Ji ,, . :� I "I 2 � � I I . - wtvr. � ; W-.Pr.. I A _____A_ : r"" Mo 0 A -, i-- : DoN $PLO a :i [_ �� 6 I I � , ,NAOI ow 0 - � I W-0MON at WAND � - 1:3 I � I I " */Y at " yr at 1J I � . a -4- L - I i � i Rff 90. LAE : 10, = : - � I ­ - - - -1 : I I anxim; I I ,,,, _i I b; - ,-=*", I - RIO ,*"I F----.I, VININMIUN — I . PAIAL , I �i 1� I I i I I I I I i I I I I � - , I 5 : I = - I 9 i i I I 1 g � I : I L . I I I --ILI . � : � : : 1- I I � I I I i : i : I I (a) 0 i i 1 . I I , I i De I I i !i : I : I !i f , - , : I !I , ., � ; I I : I F.Xay" POURED ED I , .IONCRM on W= I � 1 I ; i I ! , � 4AY 1i V3 O­ I I .11'%� Off"�Saffif , "" , i , . I ;� . , , , — I I, 7 �, , I : � P I I 11 i I Aa . - I LO . Pr frMiNG PoLTAEO : "*� I .".4nir i I I , � I Rits ,ur. I ._� I !, I CMIN am. I - 1 : , - .a,17 - I i . � L,Mn I �. 43- r --. PIE, a . 't "r Qc EMTORO POU I . IL I �, CONCRETE BLOCK I : : win , COWAIM ON 11 ; � I CONCRETE OR I 7_ _-] I � EASY InUO 0 . X(NARED , q ,ff cc. " W-�,, I - I CONCRETE IXOM 1 . , CONICRETE BLOCK I , I READVERIDD El 4 : I.(;::-;; -1 - � ­ LZ . . __ I I . � . ) -.. _ Fmir : I* I � - . I L ILE .1 I, , I I - , �4 L_ , � I F . 0 J . C;;; I I 0 � 1W ­1 � � �_ -_---_­�f- � J DUSTING. POLAND CONCRETE r !I WAA - /4*� " 'L � .- ,­;6", . , . r I'll.- � , '* � 'i�� : I .- 1. " oRw I �A'40 � COWAIEW N*C" -__ . 1 5VAQC0,W ( inio 4 - ON (D C., __C CONCAM 4\OOM 11r" 6� - � MONCO!" ANCNORS ,� I - C4'� � 1 �,,� 1.' " A 4, at comu4m ANKHOft 11.11 .�11 14 ILI �1_4 � . ORK, X m � 04 = 11= .1 , m SCMUKILL 04 , " - bc-15 0 "`NUQQ� I I (91 SORIal" C. �, I 1PIL5 # 4 ", wm a 11,0101,11. 91 SHEM a INREDVIRK 6) WALL IM SECTM I SCALE "­- , CEILM A145 J0 :1M,; LICILINTINQ BUILD QW1 MOUNTING NLGM 2CALE 3A.1, ALTEAMM fij�o MOUNTING SCAIF 310-1, ;- - -- -r- -- - : I i 2 E.0 - EDGE DWANOE I I AD, -�- DR= � � L o'l I 'D I i 'SEZ SCRE01mi ON SHEM 0 & 9) I AL I— `1 I I I 5 — - - I . ; 11 1, I 4z,.V,r I bwLn&C��-lxm I ; I #_ I I : a:� N : 4— 0 r" 6.0c 1 I ;- TOP & &0770A, 1,11CAJ1,111INGS CAIN BE I I : .- I rr " ' . IV . I "'0106114"Al go ..%� � n,tfk A rty' :I% 40-, ­.: N; +, _ COMENVIrD IN ANY WAY 10 -L,CT ANY VVS`ALLAT*N - 4 7'!-,1 ,,� '� , * I $"4" \AEV "....0ii "L , 1110W. POURED ,.�­��:: � 4? .I- �_ , .z Z . -_ It FLOPIOA 8UtLDtNG CODE (If9h Volocity Hurricone Unit) ro"DMIX _3/4�1 REWIRED, ___ ILO � A I *..' J. 4 4767 I � a A 1. * : I C2020 I'Llwa. INC 11 I — 0, cc-CRE-E ANCHORS 11 �] DIET ScHcoto-C DR vem a THADRIO, 0) � I '. : * 1 . , EATE V . I x . � �d -.1 __ I - % W/Ww" / IILIECOINIC� � laom mm-noilil FiRmucTs, tic. QIIIIING 1. NTI W %1�1t_�'-.., 01,10V`�_�___' - � I am It,. 51 514tv '111Z/� �Zi!&5�'40'4�'_ 1106-10A.- . TL us'. ___.-i wk, ,MD. 1. (�ma-M, 20-176 __ _u" S _��o i "Ra"L I' WAR WALL, 5/8-11 416 - M. 0 _�.*N` R.N.I.0; .. 'I'Mrar t m,, "w1w,"', ,law C.- 000471ii — I - INUU, 4. At !!!�- I MM M. I - I I I , RIF N -, I 0 , - I - [ - I - �___ SHEET I Of 1, ng, - I — ff_V1(#),A�4*A61w , 6 _LZIA, , 6, MAIERIALCHMACTERISTI-CS AND SPEGFICAUM& Shall be strictly In accordance with General Notes and Components indicated on sheet I � 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing Not.20-176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (RE.D.). drawing No. 20-170. 7. UKITATKW D CONDITION"EUM 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet I of 26. as well as General Notes # I thru 4 and 1 1 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P. E.D.), drawing No. 20-176 prepared by 711teco, Inc. and signed and sealed by Walter A, Tillit, Jr., P.E. 7.2. Product may be insialled within HIGH VELOCITY HURRICANE ZONES as delined on Section 162D.2 of this Florida Building Code. 7-3. Product shall only t* installed Into poured concrete, concrete block, and wood frame Structures. Product Evaluation Report prepared by Walter A. TIM, Jr.. P.E. (Florida License Nor 44167). President of Tilteco, Inc. (Florida CA-0006719). ,,p0JN4NTN,,, ,I," AJ14. I,,'* 61�1i� - - .. ui"N 0 I *1 I/ o `* E " !�P 4? .... \A No,- %..- �-S, __ R -, . it p, 44167 '- S :_-7=tK---_-3=t!S­­ " 1's *, - - --:.* ! ' ; 11ir & --1j�e,­,-0­Aj,N:I-. STATEDIF .-',,�t " , _I - _T_ __ - 1k. :-O;-. "toRlial --*sP,, , rr . , 111p, %, �� ........... i,;q '�,iIY/ONAL ..Yl WATILL O��. TILTECO ADMON RE -CORDS I P. E. REPORT 20 A GLOBAL PROTECTIOIN PRODUCTS. LLC � 70 GAGE GqVAA= STEEL STORM PANIF0 DRWG IN M174 %REPORT 12D4nb& 00 /1 I L I ECO iNc. \ TILLIT TESTING & ENGINEEAING COMPANY - __ __ —,---. __ WAUTER A TIUXT, n_ n. tflrco"Ia�"!�Cixn .,. " ? F U—N, 4. T - , m.�-.-IM,t� REPORT NO.: 20-0727.02 DATE: July 27,2020 PRODUCT CATEGORY: Shutters PRODUCT SUB. -CATEGORY- Storm Panals PRODUCT NAME: 24 GAGS GALVANIZED STEEL STORM PANEL MANUFACTURER: Otob#P"dmaLmprvdud$-LLC 48DO S.16ii 51 Street Davie, Florida 33314 tAnMOSE OF EVALUATION: This is a Product Evaluation Report issued by Wafter A. 71111111, Jr., P.S. (System 10 # 1006) to the Global Protection Products, LLC, Rule Chapter No. SIG20-3, Method 1D of the Florida Department of Business and Professional Regulation. This ilooduct is being Issued an Evaluation Report as described herein, and has been veMftd for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product Is for the purpose Intended at least equivalent to that required by the Code. This Ptoducl Evaluation Reporl shall be subject to review and revision In case of a Building Code change that may aged its limitations and conditions 2-EMPEKE SUBMITTEM Lt PRODUCT EVALUATION WCUMEN11P.U.), Drawing No. 20-175, fitted '24 GAGE GALVANIZED STEEL STORM PANEL', sheets I thru 18 of 18 prepared by Titteco, Inc.; signed and sealed by Wetter A, Tillit, Jr., P.E.; dated 07/27/2020. This drawing is an inte.%* Qls . "alT , , Evaluation Report. Qt ...: ... W�'s 'J ,� �1 .. . - . I-e..`\\ EN I"' N,A - � ____.4;�- -i.�_ .C� , .. - C i * - - --L-�-!�­46714167 i _­�_,_ _�,, _A : : 1�, --r- ZAK�� * ___ : * , �� -�o -. STATE OF !z I -P'. ,,z� ,; . ",I.' Qc�-,.-.,� 0 R lu`A� - - ";,Fj 6355N.W. 36thStmet, Suite3O5, Miartu,17torida 33166-Phooc: (305)$7I-fW;�49#A(,45J-01-t5it . LIFE SAFETY STORM PANELS I! I �SL&f ' �� - I '� - '5 I"- (101A. "Dr.) - - - - 'S IRS- (TOTAL WIDTH) - - 12 500, VEFFECINE WCr,P) - - 6 1/e - - t 25a, - - 1 3?0' - ­ k 3-C, - I ",O� . I t(H)' , Soo. I I , I I I .11 I I - I $50' - I 0 O.- - 'Wicx - I 3SO' - " I - - � ­ - 110� F m , '.1 ....... 1­1 I , I __ �, � __ ., 11 X �0,1� f ­1�00� _r � ... "'N _. " , . / . - C_XI 10"M STUR I I I ASM A­r43 - . 1 ,, - \ I G we KwN THICK \ � I / U \ 2 657' / I '.1 ,IUJVtU I' 1 1, I I U \, W, CRAX J , F . � U 0. RK .TukTD I 60 ;::V , , � I I I - ' ' 000 2-"P" `4 ' TYP HEMWO I CALVWIC I F ' \ , .1 Ail STE L I �� - �q. 65 ' - 'L,,�', '. / _I�F ' (100 F -, 2� . . .,2,96" 2� .4 ryp - , � -EWNITI 11 - -4e ETICE , I - . F 1 � LL,GE I � IPADI 50 .AOIA'. 4 �' DETAIL A- I EDGE ILI OCTAIL AL-1 / . 1--al. A ,-- N Z 1 4" 1 GO CALI, I I/ I i . A IJVTAk ,'I 1, 1� ZNEZ . i. - .- . .. 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I R"N_ . - "5W - —1 1100* — I 11 '10MEINC Y '101 �, .11A 2EWL A (J) � - 2 ooc..w - - -- : WIT - Rckmocb roRwrp 0 FNITS OF FANECS #14, It. I rto up */ REM&AED EDU (-) ,"It! 1-HUM (�) I *117--HEAM (�) AN" 4 ,MUL NO SJUR @ ANQ,lUE WITH �Nls) ,2 REVERSr HUD I ' I i I, : F/I .1-1. T " A . , I .-N..- - -- -A-� - -.a. 13cl 374' 'B0.__. 096' 374' ow - - TW . I I :39,0- . . . i a, 1AW1 I M-.:, . , -,to, '21- !/.-.-20 � S1.13 I . I , 1 I- I -2�, OKI- f 1 1 3�' , , Ir 625-, � , . I , . 300' 1 - . -3-,# - - - , -V I I , . . , - 063" I -_ I 2?,O- D_-'e- I - ,e "I , I . - 67" - ! 3.3 A 062' -[::�='_ I I I . M�o , I 7671 . I A f I -7 , I S SIM P.Mr TO I 17 12 1/2� at . i � 45W - . 1 HOLE ,a. I .; . � 023, % P. , 015, LOCATION AT V1. - - - 1. I - - .1.15, 750- EVM PANEL ad" � , . 457, PI, R", � __ � I I I : m- I I ..- I I ! 'Ooo, � C�J\ KEY HQLE WASHER 4__ ZA __ . - 2.000' - - -IrIp) I . - - C61- — — - Ce) *F* TRAcK ANGLE (4 3/e* "r* Inc (2) ELAI PLATrp - DOW rk. �� - o", - - - ..... 1"614NAN, Yffill STU I ,I* 1��, I. 0ALVATf.Zf- STEEL 1___� - � I y"11 ?-'! r I , o" V� A. TIQ los. , 110:kl� ." ... 0 . \; 1, 11 III I- i I __ F 1� �_' ( 1 L,M3­ 11 V, , -, ,,�� , \cENS.". 19 \ Z' , ., Q e '.. - ,,,,,, M10 115'. � � �_ 1 J �__ , 1 . f *. S I � ; -I ii __ I ,- --. - ,1 V1- 7� ____�, �Z, � 1, -_- - , � z : No 441 = i z - -ft ! = *' IT FLORIDA RUJI.01W CODE (High wilocIii, Nut lea" Zone) L I I . L _ � 2so* _. , , EL ocl' -) ZAAAL NICK' - ,4'.'. kAI�D A, 1:. -_ - - 4c: Ari, -I ana"O. DO, , i PAREL I . - - , cri iL - I STATE Of : i .. -1-9 . 4 , ,�� . `�. 11 " .� %KV00, - I 20 GAGE GALVANIZED STEEL STORM PANEL rp 8, LOOK , - 2 000, - I . (* EMI-11 KEI HOLE AT PANE EII, .I �\#F If.- Fil U , ..' - -- . ,.,-..-"- 4 , � I __ __ --- ;O- - - 1'�a - -_ I __ , 2111,11RUZ _�' ' GLOBAL IBWXCTION MD=S. LLC. P"�X , __ IILIECO.Olic� I I I � i ALUMINUM ANGLE -_NIK-,T�� RSE - 'n ./%,�, --,-.c RVS-IUR ./ ADO,.c.iA, Y_- e -- �, - , _,� "I.. ", , , - 11 1 ... 11 V --,,- z,-_,� , , , I \! Tz-ff -THTWG_ A "NOMIT"U"O CO"PA"' It ­1 - P`N­7= "'""11-11 PICK; - I, STREET — AINX �t - 3"'. — - YKKNE W,)NH­_ 1. I'Mm" ."I r20 1111, 9 ! . -,rw;!�2- -I, ,SIAALE�s 57Tin 0. -, PITIC S,,T,, _____ . .1L A�^KA"_PAE1ZA`X t. .0 IMILTER A TLcrr - 11L FLQW� - I .16, `PARAR` - . I - 4- 1 — I I - , - I I . -- ��_w I or n . . II___________ ____________ --------.--- - I ___________ -.�---------....�.,-�-----,-----�----.�� _________._____..__ _­�­I INSTALLATION DEIAtLS FOR REGULAR PANELS-i A �jA EW QDSM MAILS FOR INHAIRLADO IN MM OW-CREIL I i INJO EXISTING POURED !�QtlgffJE � -Q,R-.CONCRETE BLOCK STRVICTURES MIMI 81= OR wa I I 1 ,/.�­W" - CAL-11 Do P.11i"'I'1�1 - co"O.11" ..D.00% ,Mn I YAUD FOR WMIJAR, UFE SAIM " E-2 KW SM PMEL SMM �-If KIS � CY TAVI-� I (Su U-(DULE ON \ I - .1( .,?:*C-�,�� . soctua W SNEEI a A, 01 907117M a IRR011" T � I - �_ - I - 1, F I , ., I �� 1 I t, - , I -1� IT— - I -A ,44 - -----I I /1' - * � 4 � - _____� _. ___.____ ii;F;� I '. .- . r_1 I . , , =-MV1.= I [AISIM pokm ___&� �W_! . - I I,-- V, ; I �W_ - - I � i � CoNcWTE . , I i 11 r 0 4 .I ! 11 __ .K �u-i* i =---I?. - � � �, I - , PUMP" I 4 - I I r- - - I , j .* . ; 4: 77 i — ,., , t;� : .1 . 11 3 /_1 L '_ - 1�,� .." 1. L_ I 0 I I _ /1, I _ - - . ,­ j­ ­� - � _�_% ; I � I � i" - I � I I N . I � , �­­ 'Dr I �1 , PRIN , r- I "I � � I _11; I 1 " 61� `r � - ­,��­ -­ — - III 1 '..; " � ,,, CKIC MR I =-. - - -n - - ­Rr 11 � 11 , �11 - - � I-,*7 � � 1) I 6 CONFRM RIXI � " � 4, , I I � _�_ Ll, '. . �_ REGUWLV� . . - : i � I I � I f - - — ---= - I I I 14 - I I Cl 1.14, - PA. � � ii � ,� CAE*��Illl I . .�_ ": . - - I I � a � 1 1.3 A`LAUPP` ___ , I . I 1� ; 11 � ; �� 1 �, , = a (PLM) : I +�-zgt_­ I I I I 9 .11 StmLT a/,6-,- 2 ie " 1 �, - 1* i -_ .1'r � I - 1. 1. - , ; � � -1 ­H,,I. -, �rr - .. - _­trI;r= I — _� . 1� i zi Mk__ I I Lft I `_ - - -" I I i I , �� I ;P_. '. , I -gI =-. ! : - � 1 I - I- _­ A _1 � I-" I _'i t! - I. � L_ - =11._ y I . — ___. - r.1. * I I" , - I I I , ,,, ­__ - I - 1. - I � I - �" I 1.1e "' 4, �_ SO%_,_I­ r i I 1 - I - I . I . 1 � AAMNA CU-1k I I � ; �5 - I � t f t k QLA15A I - I I - I.. --- I � I I I I I - - L � I , I . . V " I " ; 1 ILI. QUIT .. ..... �� --�. I . I I I : =r, . Is �, a .-7=;�% . I f _1 __1 I i i I _. . = =_= I I I X!P I : I - -I - — A �,., : ! - -_ 7 - , 'a - I ; t-0 - I I ;_ I I I ;_ 'L - 'i., , I I, - I I - W_ , I .. .T, , o : 1, �_ �4 I I - - ii�� 1 WWAM op I 0 , tr - - �%, I I ED CASE Q I(FLAN) It MWAM MMA �_, WOLARED I : EACS10C. POLIRM ; I I WALE 3/115-l' GAEA4�0) i� I — CONI`Rm OR - _= 7­ _: � CONC011M Roc" _=t�---!,-;-W---_- --� , 0 - ". ,?17tI7 -- ii�_ .. ". idI. � ==. I I nz� /My� . , REOLPID I - I) � -. ==14=0 I------ , I Ew.� - 11" 11 110 1`=11 I L I I - 3,,_ - - # C ,� I. -HII.0, - � IT.. = 'AMIA.0, . 11 ] :owam KNCKIORS � - , - = �I "", a . - .. - i t�­. - A . 4 14) — A`,PRANLt I " OR rJ w a" I- _ - , - . (W- SO."'Af ON 1� � , �511[ WREVULES M I . I � MIX'S a a 0) M.) 1HW5 0 I-OUG. 95 - -�- T? - 7T 1I W" miggilIN10- 8= OUT MOUNTIlil : ' ' ---­2-1­2!7"!�-J " I � K gH5 - I , �Er 6 - " 1. , I - 3"110N 7 -- ,RIIA,,N� �- - !� / �,� I I .0 I SCA" 3/5., SLAKE 3,15. 7, "I - , opo_ `AR.0 I . '. - - ­ , - XI__ =t � =--M- . , 'T". A ,__. , - ." I I.RNE, � , ". 0- - EDGE DISTANCE - , . G � OPUNNiNt "I THACI, -jv TUBE 00 r' , , SEE '�CHED'Jd ,,,N . - I CASE F (PLAO) r I DUSTING SIX 01 P11 .000 PLATE SPACIP I / " I .--- �­-_­,s 8 & 9) _\ ,,, _\� SCAUE 3/1",' WOOD WHO " � I I` 0 1, 1, 9* i : -1 is , KIER, AIDE . VARIES � I Not � � i I "J"M BE I* I 1. , � TV I'. sAwc, I I ___�.,] P I WOOD PLATE SPAM - tRAr* � TUP & &)-­IM VOUNTINGS CAN 9E I - - '"N" I ... *I- — I COUSNED N A, " *A, 7CI SLOT ANV I � _,L7 NSTAL,A--10� ScX1 z/s6­- . : :__'_ -, T � . -- - __ 8'.IDIS511;1_��, U" .1 , � ... * �, � __11, . , I - I � inw, �, ,"'r. � �:ij � (b i-c-i czz:: I A T14 � %1%� I - � /0- �� �11 1'.. 7 ­­ ... ... �._ - EYIS7 , - pougn , - 'e��, , - SNhOl. - ..* , I 'r, = ,�Er'4�;'. `/"I"O FLOMDA BUILDING CODE (NI9h VolocIly Hur Icare Z.Ne) ' .Owwl ANCHIP0 — - CA .� , 'I-2- W_ - ~. REP. 'a % — Im SPIrDALT CONCRETE OLLO M^ OA P",Ul 1_' I �-' z loan N'tim W 11 . Tatan 6 4 .1, 3* � RIEWOMID "W" HINIH, 9 � No 44167 � S 20 GAGE GALVANIZED STEEL STORM PANEL Ok- i X11,. SECTION X-X S*i * - - �: i ", � - ___ V SCALE 3/8-1- . � , - - i " M'- - - 2*P6-,-%:�R­-_ - ",r \ GLOBAL FROTECTION PROO ATA/mCno Z, 'a'. - �, LICTS, LLC. " TAX 5 ,It ' Z 11LIECO... .. - . I I", �, DETAIL EQ& _2.aLn KQWM Al TOP Olt 1, , 11 NAX "_ a, STRIFT, , `� :�0___1_','- - - - 'RIDIK rx-� twim, * CiNwarri*0 CO my � FL .M,. ' ,-;<,?5,;,?�, BOTTOM TRACKS-ADJACENT10- SMICCOIR1202-DAM , e, - , . _� - _._XL_oIIA0I&R­ "HON't f"-)iUN_`MS 1. II.X0.91r, 20-176 - ­�IG .= __ _ � - � . � - """ �S/, " UPAX.-AN I VAN -II, __1 ;i-.. .0., POPPRI; ". A�IL ­ 'i I- __ — T &A-0007 n' 1 __-!=1-M._ — I I 1161.1��iAVIIIA.,-'.`Clwr IT , .M6i . 1� i ��T P1 �F I .,M , ti — - 6?_ I i - I - T-.- +­4141W I N " I I . X%AW'(40 .14(01 �P(J_`If.71A7J)2 U-TEAT-RERM-S 7 Large missile impact ,otx, *Iv�,ts ,vro; a podorr,,CM oinder S,G�Tl) 12-9�4 standa;d as per section 16091 11 ,,�� It-', Rond;,, Buil7iing Gone Uniform static, ic,a(l', as per Section 1709.8.3, W�� A`-'7�-A F .7170 T",t repo.,is pre;Dared by American Te5flrq Lab ofSouth FW& RP,;1­` *,* �;��I �'. W-1')l dati-d 0311 IX2 YA1ni:-s,,r.-d by Williann R_ Mahner, P.E., P.*,, I- r-�, �; - � ' P F Iind liefiry Hattern. P.E. anc Report. No. 0219.01-09, dated 'retft. ,r%l 1: 5 20019 signed and seater, by Edrundo Largaespada, P.E. aad Ho�rvy flar,terri, P E Large missile irripa.-A and cyclic load ings per Prato( ,: Is T A ' �� '�O I ,R� 203 as per section '60P. 1.2 of the Florida Building Code. Test RI��,,:­� ,�). r-pznfed bv Amer.�Icao TPs:ijrV Lab a- Swith Flurida, Report NOT. 1123.01- 1 �)- da;.,,c November 23, 2010. Signed and sealed by ,10o E. Gonzalez, P,E. Tensile lost report N,� 9:1"'It-4- 1�48 ,,., ,'Ilr Nletallurgicai. ]Tic,, dated March. i �-', 2009. signed and sealed b�, F.ari�, GrAe P E, a-, per ASTM E-8 and Tensile Test as per OC Mela4urgicz,' ,5e��,,,,,rl Nlo. 1 ,)Kki-1318, dated Diecombor 1, 2010 %iqned and Sealed by JarryJaf;,�4p,no, P.E -�is w ASTM E-8, 2.3-STRUMNUAL F.NGINEEF< . (IN",CALCU .p - LATICINS: On 24 Gap Galvani;�E,d Sl,��o Storn', Pa� it,,l for rn�uirnum oanal length vs ciHsigin wind load, as well a--- fnaxtrntirnar�cho, spacing vs. dusiart wird load and patlel length based on reii-ona, and coiripI;�r,jtive3,nalysis, arid in acco.dance with sisto-tion 1604 of the F:forida BOWirg CoI6 Calr�ul,,12o,�sf,reparedbylilte,,�o. Inc., dated 1211W1O �,ri,j QS.;271 3 (fot this rovision). signed and seak,d hy'Walter A. 1`1111t, Jr., P.E. I CT RESISTANCE: Laitge missile Impact ur,dI,r section i609 1.2 of the Flor-da SuIlding Code, as per SSTD 12-99 Standaid and TAS 2nl. 4. MND LOAN RE-S-WANCE: 24 Gage Galvanizi�tl Steel Stoon Panal har, been vedhed to sustain vind pressures, Maximum Pani.i length shall be as indicated on sheets 3, 9, 10. I 1, 12 and 17 of 18 of Product Evatudtkin Document (P.E 0 ), drawing No. 20-176� MaAmum Anchor SpacingshBil he as indt�ated cin sheets 5, 9, 10, I 1, 1,3 thr.1 16 and 18 of 18, of ProOuct Evaivatior Dociiment (P E,D.), drawing No. 20-175. 24 Gage Galvarfted Sle,oll S!orm Panel has be--n verified for code cumpliaoce to work as a non -porous- storrn!;hufter assembly, as pat SSTO 12-99 Standard _,4117,4ZI�7 - ...... -"- A, - - , - " � ,;;�_-- �,,�EPIS�, .'�- 1 . ­ -_-is - - � . __ — AF- �,-- - : . , �67 '. �. 1��, �., . � .� I , ; : ; - - . , � Z �!­ * * _____ __ - ____ _; S-*. 8TA-F OF -',-- ;� -:P'. -, '-,,,,O,� - "I Q .1 � 0i, ., 1�-�44 . , , er; �,. I , , ,*: , ,,,,,,,"S;b����-�,i��,-,',,,,'I 1/4, 2/4, _z,/4. A, 4. �,"r !, MOIDIL("I E-%"IALiLtli(�XRITQRTAUI-Z"-7.1= I 5. INSTALLATI-QN: InStailotion shall be performed strictly in acccordance with de(ai�S, jn,1JCat9d on sheels. 3 ItIru 8� 12 thru 18 of 1 8. of Product Evaluation Document (P.E.D.), drawing No. 20-175 Minimurn separation to glass shall be as ;ndicated on sheets 3, C. 13, 14, 1 5, 1 6 and '8 of 1 S. of Pfodw;t Evatuation Document (P.E.D.), drawing No- 20-175. 6. MATERIAL CHA AACT.ERJSTI.C3_AIJQ SPECIFICATIONS, Shall be strictly in ae-vordarce with General NotIm� arid Components indicate-, on sheet I and 2 of 18. of Product Evaluation Document (P E.D_ .), drawing No. 20-175, Ariclor Specifications shall " as indic.9ted on sheet 1 of 18 of PrOdoc', Evalvbtjorf Docurrient (P. F_ D.), drawing No. 20-175. 7. LAIN]ITATIOWAND �;QINDITIONS OF V$E; ­ I I-- __ � 7 1 Shall be strictty in compliance with General Notes No. 1, 8 thru 14, Indicated at) sheel 1 of 18 o(Product Evaluation Document (P E D.), drawing No. 20-175 prepar-A by Tilteco, Inc. and signed and seaied bv Walter A. TAW Jr RE 7.2 Pr.)djcl shall not be installed within HIGH VELOCITY HURRICANE ZONES as cefiied on section 1620.2 of the Florida Building Code . 7.3. Product shall only be instaliec into pouredconcrete, concrete block, and wrod frame structures. Product Evaluation Report prepared by Walter A. T91tt, Jr., RE, (Florida License No. 44167), President of Tifteco, Inc (Fli-nda CA-0006719) - I I - ., - - ,'VATIA --­ -1 'J I TILL TFC:�, A[+J , C4 RECOR05 � R L, RE�QRT 2 3 4 nl.'�'�!AL GALVAM2M 57IFFIL S70RV PAJNELL � E,R'br, 4 20 I76% Rt�PORT V , IW/IF'), *A,�I(I� '11;,­�, AW/'C, 10, C/� , � _*. 'it 71/ ; . r I 5w/ I 0 1,1 A,:, i � . :- -A I ­ ­1.� i 1 ., �. ,�', ­ : �� -" , , ­: I - - - � - , = ,� t � : - , , - 1 - : � I, .� , I"! �, - ,--, -.�Iq 1�177', 'I N 11 - 11 - � .. - � __ . � _ � . - - - - - __ i I 11 � 0 1 " - i � " - � I , . I ­ - .. I ­ � D.kl '-4'� ! � �,4 4:A).� - --I 1­1 � - I :_ .- 7-- - I -1 - I �'l . ' , - - _ __ __­ ­ __ - . 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'C,�, j OLT - I � t I ----ot - I : I : .---,c 1, I �, , = --QA%f __ V �, -- 1i .0 I ,� ;.1 I =I`II0AI.1 1 -~4 - � - - W� i I i �ttPOOI -so : : __­�_, I - ft� .1 � � --4--L - - - t . - _t I R . 1 ot � m.w o D : ; I Ii ­0 I WALL IKKINTING 1 WnMIADN - ALTEMANK 3W I;_ SOkE,- 1/4- - I- E-0- � "r�. .-MI4 4 , WALL WOUNTM NWALIATION - AL7KRNA3M 2 WALL 1/4' - I' NOTES: I. rmSTALL.ATPONS ARC ONLY VALID FOR BUILDINGS WITH kS.D DESIGN LOADS UP TO 455.5. -72-0 pxf, AND PANEL'S LENGTH UP To W-r 2. FOR 24EW WOOD FRAME CONSTRUCTION, WOOD MIUSERS TO BE SOUTiltft PINE NO, 2. */ SPECIFIC OENSTTI( Or 0.55 OR EOUAL NOTE FOR CQMMNMM OF 517-071 TOP & BOTTOM MIDIUNTINGS C E COMBINED IN ANY WAY TO SIrANY . INSTALLADON. I - - I I ... I �" . I I . � � i : - I : I � i I I E?�-zw-�, 1 -r�-, I BIFNI.-Ar- _� i *1 .:i ij I [ I - / Q� � .-.-\ - - I Irn� .--- ,:_:;� I . EL L" - - 11 I ` , FT�lq I _ CM11110 & ItILOW WAU & � NWALAM - ALIMMAME 4W RMNIA711CM - ALIEWAM SW (SECTION AT TOP I$ UMITIED TO +5&5-67,0 MO. ScRUE: ,/#* It I' A.S-D. DESIGN PRESSURE RATING) SCML. I/#- . I- ".-V I . =I'Mr- J__�'� _. now MALIM INSTALLIEN - I 9CAL. 114, - Itt CONOWnE ANCNM CONO" 6^11001 ,as ca"ONVIT mcwft SIDE smomw ON 11"M 4. (SIZ W.nxto: at-, I- - ­-3'- nw WOOD SCPW my SECT110, M 11141" Is 2 & IW/15 ­**�\ - %W t4) .V, ,I; . 11 . \ T �� L r*I. : �_ . � 1/4. 2/4. 24/4. JV4 a, 4/4 1. 2 & IWI _ 4: ,oPI - - POLMO GO-C-M _j I'A"r - __ -1 I - r* I - ,M. , -,W. I I _L_'.­­__. _-4- . I . I -7 . i 0. K"IMN\ , 1,250 - I , , � ,_ I I �, - , ; i - thPt - - I I I I It . __�_ -1 . i I ! . � , PQVM CONCAM i I i , I, 1 1 . 1 i ; � I "to"'D \ 1, . ­ C � , I I I , � � i i � I I !III 1 I i 1 1 1 i �' , I � I I C � I i I : I : I 1 � I � I I � tr--4 f �--4- � t �, 11 1111 I � LL I I ; I i i I � I , \ % I . 1 1 � , L L . . \ � It I I I I , , , LLL � !! 11 I ,, , �� 11 , j � - I 1� i ! - � I . i I i � I i - - . 4 ! I , I IL I I � I 1. L . I I . ": ­ __ ­ I 11 I : J _. i . : . 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ZV4.3/4 as 4/4 ip- - - ­1 .5 L*I. 2 & 1W/15 � � - - -� i I 0`11~11 LOLAT" I � � ,�� - - ON LIFE SAFVY PAWL ,­ � - , � - I i AREA w/kO kFIE SOM PAWL$ LOCATION OF LIFE = NOTE ,BELO*) � - r , t / L, j I - 1. REGULAR P#XEXS W/ OR _ SM M PANEL ­` V� L4-� TRICKS , . th't"D REGULAR '40 (SIDE IT , ' / - _� "... ''. . . Lf ' Low) 6131 PAIIEL AS I C&4RE71 "-on ,.r or 0 To of PwAiLm � 1. F= scwwu am _j I 1, OF In SAFT, STOW Poe OPLMW st� NW ,-I '"M CUNC14111 _,�_ , I - - W x,r, OPTION #1 ETY SJQRM - -,,%�- %.1KAR -AWE FOR QEE S6 ,, -avm / I I KOUPED � , - D TO K NVALM ON WIDJOYM r*W ASIM - COI.OAL-M ."C"'a or %TxvmfK tw ScHok" ON - - U _1,. _j sIt,w'.) ELEY,kTION WALL WOUNDING INSTALLATIO WALL TING A110 ScALF 3132-.4- - - SECTION I SCALE 3/fl- . V - sycTION 2 SCALE: V6' - It W 000.� (�- .IV -1 F J7"_ = 1, - �, " F&__.'�_QftLLn S&FLT"IM-P"W-.S'=V-]bdl4llAlt�h- - - - C--a,/----,..4, N,/ \_/ , h-,Y- -',-/- --j I LIFE WM STORM PANEL CAN K LOCATED AS AN END PARCL (qW OR LASI PANEL) �I _4_�__ OR AS AN 04-EROR PANEL CAW PANEL LOCATION IN BETWEEN END PAAELS)L V� - I= ') 1j" SArf�y PAMQS WAY OR 401AY NOT of fWALLED 4004M TO ACCU-0 PANCL-1 SIX WITT ') (W/ Do W/o REQAM tR*CKS,) Z g =jVOR . SECTION 8-6 CONSISTS OF DOM GALWXM STEEL STOW PANEL AS NT �,P&Pa . SHEET12 OF DRAWING SCALE 3/32,., THIS PAWL ALLOWS 4SELF 0 11K REMMO OR INSTALLED FKV THE NWDE OF STRUCTURE ""'i,1110640N. 3. LIFE SAFETY PA00. REOIJOES ;OF TRACK TO K COMPORENTOA 30--Om TIIACK TO p.. !XJ/1�4 THIS 011AINVIC, 111.t*; PER SHEET 2 OF , , �1' ,�, INSTALLED WALL 00 FLOOR MOUNTED FCKLOWNG SECTIONS 1 & N, - - - It -" % '\ � FOF-3011- �t *,�EKSj" WELL AS DC1AJLS I & 2 ON SHW 14 ,* 1. ,. �V.-' \; . - FLORIDA BUILDING CODE (Wqh Voloc"y NU canto Zone) .0, Pit, LCIaL70 FOR rOM; CNT V IS I!,. , 1: !446; * - M& AMDHOR SPACWG TOR coPpomew 0 Ahcmwaa AT storou xs GIvIEN CA i ; 140, " w * E. . "M IXTEM. M FP . * . 20 CAM GALVANIZED STEEL STORM PANEL DIIItt" s, I 11 SCHEDULES 6& I' $WIT 14 � * " , M COMPONENT MAY ISE PERMANE.NT 00 REJOI)VAMS I .. s A . - ' - 07/n/mast 1 , " SET DETAILS MR INStTALLATA(PI IWO WOOO FRAME BLs.DINCS OW S"Er 15 .'* - ­ ­ ­ 7> 1 " GLOM PROTECTION PROOUCM I.L.C. An ,7 ` , �,:Xpi, / 11LIECOwc .5 I - - ?.­ I __� .-., S, STRIOT' l PICUT TEST** a 1.9"111111100 ~All, 0"-*- � 3MI.Im-.11 _j 6 $11f SKIT 4 FOR DETAIL WKCAOILE TO rHE NECESSITY FOR TkE WSTALLATON OF "21?2.�,' 20 11 �, L / - M.:�t - - A"ACL41 AND SEYOND TO STU _ .. - - W_�.�. Isaw tw)w "49, 1. SPACEERS ntACXS or EIAKDS 0" "� AT INSIALin _O/WOW __k% - ----7-' - (:A_OQWI* �-, . IL X'k,"NOTIAX/vAr sIirp A IW . - O' t I I d#­W - i - ,rl_n, . I. .. . Timm - i = - I i I - I _.1 kAX[MUkt A.S.D. DESIGN PRES5VRL_Mnh1!� (R.A.tj AND COERES?.QNDING . MAXIMUM PANEL -LENGTH *L" SCHEDULE � VVAJX OKI FOR PAINELS71 ',,U -ISTAt-IATIONS AS PER SECTIG"S � WFIL 10. ON SHEM 4. 5 a 6) ,4L&_ �_ I VAW� &S L _ , I _ -C �T; __,� rA."'N' a= tt � - ,,NE, LL�. : , "I,u", I DES" "�Ss,m '� -AW- qkrw. (w) I Ulu ­1 "MI, i , '" -11� -77. : 1-V W In! 2 , ... i 100�11r � __� . I I -_ --- - - --- � a 7 - I I .�n.3� -170 i �, -�, To It,- 8- ... k l/4- 1 U-11r,l 1z i 1,ft - A I I I ; . . p - __ __ ____ ­ - I -"O� -72. ."-*, -.0 ,I -7, ... � 1, 2- I - .-M 0 ------- - - ", - --- - - - . _ _____ . -114. �4&0 i ,I -, M ��s , ,2' - "RD l! 9, 9 . In A-m?'O, � - - sm�w .1 1X-_?N1* ss .s I �w -1 MKI. 9 .0.1."� 01 .,,- MAXIMUM A.S.D. DESIGN FRESSURE RATING (RA" AND ORRESPONDINg MAXIMUM ANCHOR ING SCHEDULE LQ&Jff&U1AX__St0JKM -PANELS dt & -J&_ INETALLARON IMM EXISING CONCRETE & CONCRETE 0 ES tVkL* ONLY FM PANELS C,T)& 6 �MAU_kTIONS AS PER SELT� T T4ft T, ON Wift'I'S 4 a 5) � kso "-who -Ulm SI-11K Im to - .1 lir - i __.. � ______ - __ -------- ;;;: DIS01 ___ - cp 1W_."___T__­LIL,t__. __ 1P.111-1E ,� �'i .�� - - ,t .�� WIPLICA&I #L' . " 7� _____ - �� _=1________, sraKw 0 & ItAtAtum �El ___ ___`I6,_­ - , 10 �� .I .O.� r _w 1 PRES34W ��,. I �a I , W __.. It. coo~o. LVIM -,- jft�) RIrW In 1:1 K� ;M � � M.W4.T I M T41b , (PIll TO WOKWIr COIK�- WO CWxVT MbPtllf � 610C. - st""It � �. 0. _ Iket", - I g- ,/. It/. 1 4/. 1 �_ j 11A 1 '_ : 'V' I ­ ' 11' 1 . (Top; I 1 - " . [ __ __ - �_ ;__ I _ i----- T I - II, -1, --- . . S . IV- I -1. I .- � V I S. ,,. i 11 .- , notnou) I 11 I-- ,-- - -i - : �/. I __ . __ . __ ,/, i 2 - . I I v ./A WA � 41A 1 , III �/I I I. no.1 I I - ' _, _____ __ f I ; j , j___ `____ 1 5- ./. - - - _. 2 tpormv) -1 9- - k/. .i. s' __ _.". , . 1 V p i I - __�___-__ __ - ___ ___ . - _____4___ - - ___ I __ - - --- I -"� ­10 6' � .1. 11/1 .1% ; 1. . . 0. ". I E. ./I I � z I ." � 3 At I ryo-�) I CA Xhs - - - - _�_ ------+ - - . r- . .- __ .___�_ , 11-5* tI, LM !" E _ !_ '. , - I". i -/I C 1 6 C � r I z faTIovi ___��___ .- � _---i- - 4- i ., N/A' 6" .,,, � __�__��/-_ �_ " ----I - ___� 11/� - : I I - - I (MP) I -,-- __ - , __ - , __ - ­­­ V : 6- I fi- � 7 wmw� I . __T".� " --- �_ ,__ ___ I I .1A i k/A �? A/?' � i ve ,7 L"r a � ,/,. i ! k 6 : I 6 ,4 -1 __ I , . F5 COP110"aw I _ _�_­_I­ - - -.11-A 1 6 ! 5' N/. ! "', - - .. ,�. � 1, ___ ___ __ __ ____ - ___._ _. - I ', . 1, e l, - � - SFE pWM -.a * ti foR �r,atn TIIE a smcxwc FeR PagftWoIs wm wOW ntW III W"Whd MCHOR VICW" AMD � CM OWANU ARE 46KATM ON IM SOCIDMIC RP ED, ,"S I � 01W�q7) �. WIEMk[ PEDVa A-O. PPIVNQ V .U,-.YI1Q a`*D`4 5-0" 0. SC-MI-C V 'W I. rACTOPS QW WIS OPUI 70 K 005SW. REDU= W60"; WW40 W.G 'k- .10I � w K LIMS � - 5"ICP4 .01,10 104 W, ..C- " It "W"M dorito Ve. ,/4'. V... 1/.,. t/4'. I/e. 4101111, TIM , ""o I IkU I 0 ,if$%s, I __ .."ft � - 04,111-M - fte-oft � �w I .- __ - - - 2?!� 0 I" � � � � , IINCAO C.) I I - I . 1/2 I , _.. s"tP_ '_ 3 , 3 3 S - - '� EN ­--16� % I , * , - __ __ -,__F� .-'oc Se .., 1" , ��L&-t O,..,.., ��) A Lit =,/2 "/7 ., � ,/I z .. FLORIDA BUILDING CODE (Wgh volocity Hurrlcqns zontir, MW ta am ampap I now . z . No , C10210 X-101), `W I I z . 2D GAGE GALVAWM STEEL STON PANEL. I N4 M 3 .* It * III, OPAIIt Q� - ---. - ____ - I - III - . - 1 - __ - - I 11 -, p--_, - __ - �1 . '' . . . - T =-In- S -10' STA'E V­--ftlIVE-:� __ - i. * __._;Z- z_ _ :;-_�_­ ----I - �' PROTECWN PRODUCTS, LIC. O',.,. " , t _F ,4- . 10, ..,,, I / ' GLOOAL a - lie - _ 11LIECO.,me 'tr - - _1`40 - _� - �_ , - - _L_­ 4 �,, .0 gism""M ca.~ twouL - 3w,. r , __ 00, - ,z \ "M SW st ""M . I : - "i " 0 1 1 , *­ I I " � �. * I !, �jgy �� - P-aw (WAIM-15I5. W� 096-)W"n, 20-176 ""1,',,-,�/�1,AL �. - I-, ,.,._M-C-=ft.----. ----- ---- r-.jr OR -a - i ,, .1,00,11-il IEIL4Va_W.k/vI,tL - . CA-0OW10 - , [S . *-.;7;M �T& . N.0 . .. . , L ­ I - __ .. . nt�l � I _4", , , �i *w a SCE 9CE1 16 FOR *O.W TYPL a SOACI1,00 P01t AVAUATIONS INTO WOOD rr" MADW-C i II -1� 1PAC11 1- IttlPAttI . 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It FLORIDA BUILDING CODE ("IS YeI NOT no Zone) I -I - � - . - . ?1. - I PICK 11,11`00, Hi i 1A , � , V" ­ ..'Q:. ; DRAWN rr , __ L-3, Mo­_j tl-% WAMOF 20 URGE GALVANIZED STEEL WORM PANEL . � A . . .., ORIO __ - , 11, �Nlll �_� ....... --- � / A __ I - \ ;"BAL MT'CTM PROMM' Uc' """'. (!) 3*x3'(M=P) AI ANGLE (�) =W-W '1`11�,V, 1 v 11LIECOm. MMM 5. 51 S"KU �/ 4 / I_= . .. . ial ENANL " lu, I 1* LONG I "'I"VA, 111 20-176 IIN& - � - .Z - -en , , "I 6M-T5 A(Urn. X'OY � � (.0­ . ver Flow 0")M-?"& I- � AM - CA-01101I 5i�._; I - t NA 011I - -:F� I 11 v1`A,1sQNI"IAK/tAx I . , i -_ %=,:�I! .- PL __. . . . . . _ . I - I'". ! _1 . __ X/24 0.11 (M NI 2 MLIW - - i 04 e/a q). q) ­4�. IS" N:,;: z RIEI 3- .. 2'/24 III, At 7 #~- %.s V/24 10 14�24[jli I'/24 11i =,A 1 ., 5 P I _*(SRRE mm j anew, a L�,I - , T* FOR CONCRETE ANCH� SELL lr� I PI, ,� - --- �J___ N,,.,,_,...__ - j � , � NIL- ­ _. �= COWNUTE A -I 11h I., - 3' �. Or I ..4.17 I %I 5ACTION, - Wr 2* $Clcvjj I. 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I f I -_ it I 9 116 ', - -:',--.;: � -16 : 11 : �� . , I : t. , .n�,__ I , I � QD =3 I to IR, I I " � ,1,10 �� I _� JT ;: � I _ -1 I I ____ I I I � I , , , , -A - ! -C:::-- : :::::-- : � L _. .. _: 3 , 12, a V I i - I I 1, �1,� I � .11 __ . - IF'. ;,. I . . I ­ � I #0! � � Cc ,� , � _�I,, .xi Oct, I, � -0 , --,--- I I 11 L ; i - , I ,;:, Q6.1i1�1n.- - - T__ - I I t- i I I ,I I - � i - CONCREI-E ANCHORS � CONCRETE "1104005 I I eb i , � I __ I __ ___ � ,� I � i I ye, P I,. �, L � w ­ � L, , I __ - 4 11 � ­ . - - - I . LU �;.], , , �� - (SU SCM06LE ON , --k I I � �� 11 : I I . � _t ""C'WiRs : * * BUIL _-_ ___ I I 14 C EXISTING POUI (SEE 5C WILL ON � _j _­ ­. � ______­___ I C __ � L 0) . 11-4 SHEETS 0 `HROUG� 0) I , I 4==Picl I � i . - I , . I ED SIM S-EETS 'O'ETHOIJOUI 1 �*'2 1/5' t.0"G WAX . AILLANINFLAM I I x 11 --- j S:JFGGIFRE� W/ SI I ONCRET . (A Of WALL US .L SPACERS * A 1/4 0 C_ IfAI TOP iL ; - I I f � AFEDLARD . . ... $090 " ILA, Ot I I Ir LON; - 0 - I _____ (SEE SCHI ON � , �, ", )m* - I � � � " WT� CONDITION) -A. `­C . 'I-- __ : � t, : I CST" LENGTHS PER SIM 3 ______ - ____ 1 V) In"UsUk"O. 051 10I 10 . UNIF Inv" BUKINOW W" 15-II, ii - : y . . :.,.--� ­ . . , - CONCRETE SLOCK - --- I C41 I MAI MUN AM =I5 I _, -.-, i:7' i sy 4% POU`4W '"C"Hnim ALL DESIGN LCI AND PANEL I I ,,, � 4�41 I W.,-.4, ­�­* InI POURED COWRM '� � _� I .��5,L,� :.,� I REQUIRED opt CONCOM IRLOCK MAX LOW ALUM SPACERS 0 Z'.4* NOOD �! *&=- I i .AfaSTRICTION PY40M ANV PL, � Al i I �il_l � . PLATE F-OFFARIED : ! WWI) AWHOPS . I outow Ha� M Sim 11), . L I , I. � � � CONCHETE ANCHORS ,]_", twoumtw I L . I J;Li , , I $TfI7 III CU 0- = I i S"I , i, I � SOWEDULE ON clk �; ,/2 OC. ism `T*A'9"LAE #I ON � : I . I' Oit MONIMITION -0 MAO .. :',-* *r,:,0 tl� . , - - FD - - � STAGOEFFED W/ vvj I/O Al ! , (2) AFFCO� 30" THOU COFFOONIONT U (PAM WARSFEMALE ID ON . I � SHEM It THOIDUCH 0) SFI 9 A 10) i I (Srf SCHEOI OfF LOW As INNA FOLLOWING = "O ARE I _ I I I - FIlAl- REQ11-111RED I&I NLF1 PW* PWA K SOACM W�M .T Ile OC � I-- .f . � , I I &Hal , , tows= wifOr I (WI 4 A RUNIMIXIN "M 17 1/7* .1; W.MC ALMOD . i I : � R" "I 3 - if "E"'I S-W 41 .. ]�� , "" . � � I I I 0 a) I F (I) 014:00LIM ASO OrMON PRESSURE I CEILING A11,HMMOURTING WILD-M ILOUNTING WAII MOUNTING IDIR W/SPACERS M OR I& RATIFIC IS -66, �4116 OLF# (31 OAt 24 00" PMU UNUTH 4 WMITED TO "' AT AW OPENING, 0 Cn � ,Z) I = AWFICTIDN nNIM UIRM FAINIL LDKY49 ALLONOW COF §LQILQ&_A %M5 - I I � 310011I PI LEAFM 4 ; SOW ") � � i CU - SCALE II SCALE 3/I SCALE 318- I * I ft' ! WAU, MQUIl'ITING Z DIRECT MQUHT ! (411 (/2' FJOIC RFAM COMPOIRMIT INFIF stilst K If INOrATILD ON U I UNI'i A AMQ_11_,� II BWLD=_QU1_9QJVA11hk I " WAU_kQYXM I (1) m- P.Ma *sx%AAiv" 0 qft� I Sw Z. orkwm Of i LT"R ATIVE.n ALIERRAILYI-4W ! Wro I falm wow rftw VMLUL 'XALE 3/6-l' 1 , lir Lose VA= 6. IT$ 01I t I 04A FOR wm tows 1, AHO 3 AS aKrrm= VI lan" I �­ �/­` - - ' I M t-,06 ,,I V�41F ,Le &KRM]hE I (" I WANIO" 441" rK 2020 (,,i,F In=" O' r4 nommot ,010�14rl� " �CAAAF 3/9-1- , ftS`ALLORcN `OILA 0111.1 I wrim ! OUX4 COINE I 'OKI , I I ,,, � ZVOICS qP 2 A, 3 TIVIR IFFIN r � .4NINOT . 4;1'. V%� 17-1 . - /I,,, I"" I 'O"A" -, - -, I _­ _. ­ - - I- - __ __ - ___ _______ -t \C,F,V� " , � - "k, z 91- "'�, 11:� 4��- II - ,gf,�tN��; Nl�� r. -----.----- ­, __­­ ­­_­ ­ ­ ­ . _____._P1I ! .� v LLJ I Is � - -1 .... -�& - I ,_ . � 1 7�� �r5. � : . I.. T I - . . - _' V ' I VR- - - - __ / ' - __\ kve - - - rtu al Review Assist. Inc. I VBvi ew camp leted and I .1I I- � I � I .. \y `*% I Km I ­�\r-Eks.`%:�p I&I OO;� HLOTkOnt ZOn*,' � .� I . , '� I .- A, � _V_ �LORCJA 8WILDNCt COCIC iNill ItIgh V.IIC�Cify HILFrico"s zo'.) = M = !!!!!!! 1P - 1 rF r & BOTTOM MCI `- I'.' - I F-'-, r �, I � ILI �1­ �- ,,,,� I . 1. -11� '­ � , .-I � 11 . . . FLORIDA BUILDING CODI (Non High VoIcidly Hur i anis Zone) - 4? % 111=0 `%Hko. ft FLORIDA BUILDING DE itan III %JIL-ttA D&WAT - � � , I f,_­ � * - . f-11 VqI i� I N­�,­,�Ij,(I*j 1 am "Lam I NOM FOR COMEMID INSIAIWNUN ARE ONLY VAI:D FOR IIIAX ASO zf :-' No. 44167 L' , A�,� � � N� I V,j I I �' I i R M 1. It ,, L r, f ------r _�Wll 11 ttlz% I. < . i 24 GAGE MvI STEEL STORM PANEL - '. 24 GAGE GALVANIZED STEEL STORM PANEL OP . - � - � � - :".I, - - - � �, 1 STAI or - z 1 14 W�i 44VANIM s1h VORM PANEL `� O, i * . c.44167 '-. c� W of- SECIMS I OLS*N MLSSL-RE RA7,AIC �Ip�if) AND PI' UNI 2 * E i t :OiAvF�i v, �OIFFRI IN ALNY IF L , - �_ : , � S - � z - - --- - — ­ --i * I � . - � �i -. .7, - f L, .-, '­_� 3 0 L It " _____ __ __ . .— A 'HEOLILE5, - -OR = Or :*z : I ,� , z .*Z I __ �__ � 1. I '.. = . -� j4o< I_i�Nsl­ ,� � � vf�, D , , `� ___ I /I , LO. - EDOE DISTANCE ' .. I I�V' ­ '��t '�4 CljT�jf0i �"Fj' N1 r 1, FiI S!`F�'IrjC' -1" I _F '6 ODUCTS, LLC.I ""� ' - I:Z: /111126 TOP & BOTTOM MOUNINGS CAN W S PER SC S OS SHE177 3 1EXCEFIT - - ­ ­ INSTALLATION � � , :, ,1� ,Z- -, ,-rI � �,, �,­,t 4,qL,,�%,,,, g� - -_ - - '­ GLOBAL PROTECTION PRODUCTS, O'n , , , - - , T1 L E. _C ,.c __ __TT -4 ANTY WAY Tv SJr AW At.-, ETH'IATE 2%I ! SlArEoc._- : / [ILIECOINC, I\ I I, ,4,,,�A, ,* - �. � � S - - STATE 0 GLOBAL FROTE I&ITIL COM80I 1, _- - ___1 LLC.! 1, I L� -L'-.-"-- - ­-__­_.__-­ j __ _. __ iW,ALLA X-IN �', �,;, 7,/,�, III TeFf" Is COOMMICE I � S., 5, 1,14r, � C��,F­ _J _=_--_� -; E--­A:_ A L _/.. - - , I � - _�� - I� .`T� A [­�tftl_ ��..;, tA�. I ­11. , SEE SCINIECILLE ON - V ?, 1z_ - .. - . . - ,.I.,.F!`I 00=1F] I - I � . ..... ­FI1 1V F� It: 17-1:M. '11-1, -1 - - -I f. fl�.,!!� . ., 20 -�, / IIILIECO.,� - I = CTW PRODUICTS, U.C. '"'" � � . - � .0001L. 4, ffTI1107 I ., /0 i "I TOP * BOTTOM MOUNTINIGS CAN BE LVMIV'.,,- T:r __ Is 10"S" 20-175 NEIA I -�, � ORIDINI OOFNL I 1"', �_.Iyl " .,-1,5 z 'L - 44? M L. COW- MI , ", IMI rL 111I. 1 2 VDIR WODD rRAVE CONSIPLICITON: WI I , '' . , ......" I, I ] 20-175 , '. rkrm 9 & To) COMERNED IN AW WAY TO SUPT ANY , "'W'tt" P..rmo-.- Nao�­Iufi. T� (voitiss-OW k� __ (3 � 11 - I'MI-M INO, PNI sf­"�!,. 1. C_)FOMI 0OMFf,OI - 1_____._________ _- ___ - =t!!�.I - -_ -1 - K,. < I � I.. I ;_- LF-011111111 . _7� :F, =_ - mr�_ , .- I-_ !!NI'I �� M ...- __ INSTALLATION. ! I ;�CNBnEVRSO;%�13E SOUTHERN PIKE No 2, W1 SPECIM ION S ­," IV I - . - i - - . . — N`z­ �I, I- - - �_ - - - - - 4S 55 �111-"-_.".R___--nL � � -�7-----�, - -- � so.nftnwt =114 I 1 . L I . "M I, of Is OR EOIJAL. FT. . T,LII L .j . I *�­ . . �, __ I I - . 'A= Im ;��) �_, LL= � T!� os""R N` I .— ____ --..-- . - nViI 'k , n�=n m I I ---+----I - IF - Is I L - , - - . ____ - ___ .- - - ____ _____ - : - ___ � - , - f 11- .- '��_Is `- - _j I. . __ — ______ - __ 13- SHEET NO. SH 1 131 E , E , ___ I END CLOSURES DETAILS EOR INSTALLATION IN POURED CONCRETE. , I I ! CONCRETE BLOCK OR WOOD STRUCTURESe VAL112 RM PANEL FOR REGULAR, LIFE (h SYSTEMS . i I :� I I '- I'll, I As'! -(�) 3) 0 OR, M=W1.11O.". I � VM" I "', I I -Sr -1 I 4) & 0 Z,., Itol ntl WCUOWD 2* , 3'. 003* stos ".14 00 " Ca al '"C', CONT ft�v �_ . M. . IMAZ Wil ,/.*. . 1 3/-' . - " - I :11) - a 1/2' .t, ­!�* LAW.D. * ,2* CC , . II I . PoLoo comaw�L coNcnm fill DA 2��* *OW all Kol I I PoL%W cowl - I ,:Ii Cukcwt IlLact, 01 " I x '- �,�� w- ,/4'. . I ."", , N.c,.Qm e I z' e t 2 I/2- , ma%- - oq(A ___ =:7 . I f I -1 - -,;;.n - I _ It � I I i� 1*lA* WOOD WtuWK RCPJWW �� . 11, I I ., - , � if t� , - , ']�I, , I :`L, I 11 � �. *Yrle w / , " ,�Atu / I _; � ', I*. - ". -1. 1,� I 1� I , . 1AL.I.. I I -//711.- , ,cw ,l, Vi � . .- v Ir oc -1 J"7111 1 2 . .__1__171___ 2* , 2 m . .. To - __ . \ VARIES �. 1 , : Ill o * cow r� __/ 0 -_ !r hi. 10� L cim _. � I a. At 'Hil I ,;; �, -.0. - I _.� Aso, 3145-.,5. 5KE, , ,,A, al al ICARLD CoKft , CONCWTF aL ok r-, mEcc nb-AtE r . �, I ,W ,. i 31ot.l."'GA ,� V ll ,,r 2 1 / il 7 , l- I I f, I I ,, 7' � , " - _,"', "' - -44 I I /­ =1 " ryjwo Ito" To "n, w. ccw ALL". AMIXA ,,, 1 " - - �j I / __ W_ rAp \_ / I Y. - . Ill .* . ., . D72, * 12' OC 31WI-1. OR 4013-1111, 4113. .Ijw.w C_ All-, AA= CA5E Q (PLAN) CASE D (PLAN) SCALE 1/4-.1' ScAtr 1/4'.i' WALE t/0.1* ScALE 1/4-.1'. 1 � , I , wulD.-Ir OR CAv " aft I.Lco P-NEIMATF � I " I Ill . I . 'D 113 I 4 1) J9 CP moll COM"'m Wil'"w= At � coNCIETE 01.6cliL ON I'll ID AND - I ttANELWITE - I _5x - (MIN PAWL ,�. � _� I \1 =='i ; - WAlirs 2',,I, Ill nill T M._4 1 "- - (4) & 0 OR 2*.4* Vow sm IN oplAING r1th" $WQU&IED AlL *.I.Q.1i SrAgMALE ZiZ Il" 'o & Iq h ovow BE�OND OPEN,tic Iot"4) , .rQovto cowl ome"m I I Fw&-.wD . ­ I , 1 ) � �, , , I V � . `� . - . . �� , . '- a I � V� lill DR 21.e WOOD fill I lwquwo - I . , , �, I ,_>11 I I ,Z Ii ; ! " ­ I , I I I � . . � __-� � ' I- - (j),',b i _ \ / ,\,� - �, X I- 'I lKK rl � "Ittl �/ 1 I .. � A?, Aon.oew A, j . VENI FLIT Fl PAPAILEL M 5 � I I , \__�L " " - IIALL (1*1" Cx. END pokil A - a o DISTMOU ",_1_7,_-77-75A : - -I',.-' \ (1, - . , / �-, I \\ - It - ---------- a e­, 11 I,- 1, I __ V.I.-ft 14, ULM oWl 0~ 0 7 "'.1-1111" Oil � § 0 N��, CASE 0 (PLAN) ,/,-,\\" '. I " � , \, / 9 . 0 X.�X` � j.,,l - �4, �. to 14�;..-- : * ". 150 SCALE FOR DRtCT wouNT 1/4'., I' 110451AL.L41" CWY & l_1 __ , - 0 C It . +.. . til t,CFAQ *-1 / V I'ALID �. e, - % i : . No 44167 .. * 1 CC". TO PANG WALIATION AT Il W/ SURFACE tEVEL VAMA70MS W(TVN 3/4- 2 Ill 7 : W re = . * : 3 FLORIDA BUILDING CODE (Mon Mitigh Velocity Hur icone zortill L 1. S TATE OF ,'Qr f ,-- 03M tknl oc py 24 UU GALVANIZED STEEL STORM PANEL �*fft SCALE i/4--1- Sil 1/4--s- ;,- -�o . aptos..... - "� ;r I Y "', j , 1_. I' A � I I, � ,,, 714" It> ­ "t -I... I— . ­­­ - I , __­­ IlI/71/oi "" 11LIEC0.7 \ GLOBAL PROTECTION PRODUCTS, LLC. 1 - ,,T,­t,Y0 111.1I, ,' c I �i-o It tt-itemrso cow- l "m So e, Will `%. ,_� , �,:�7,, i 'F _­W.It,=_otAVbW._. - am At - Feel 01-110t - l =11 5 "l (�"-?s�. In o�)w-#", 20-17 I -t SE._1JGNARAIl - 1061, C.-am?,# oot,vil A Tun 1�� I. - FLal L. , I I 1-i � I - tIbo`l"1tttl, i ---7iwm " W w ::j:j:::::Z:=� - ___ __­._._____._­__­- I ­ ­­ ­­­­ _. ­__ - MAXIMUM A.S.D. DESIGN PRESSURE RATING (12.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACIN STORM PANIEL,J) INSTALLATIONS INTO WOOD STRUCTURE (VALID ONLY FOR PANEL &NSTALLATIC)INS AS PEA ALTERNATIVES 1W THRU 4W. Oft SHEETS 6 * 7) MAX A'S 0 DESIll MAXIMUM ANCHORS SWING FOR F-D. - AS SH1011111% ON SHEETS 6 & 7 - APPLICAKE MAXIMUM -AWL TAPCON LAG Scilill P04110ATE FEMALE 0 PMELMATE PLUS vl000 ousioNG PWSSLW IMIEWr (PI I I ALWINV, A= or THE), LENCT. IL , (110 - - iY i Y 13' 13* ___ - 11. - ___ I W (I" - _­ - - ,- - --- - "" sw imarroo - __ - ) �Wl� ____I��_ --,3*- 6 I/2' _ 4 1/2' _21�_. 6 ,/2* --2:r - 1/2-- 1/2- --- , � .. 6 ,/4, -6 - - 12 1/2 . _-I - 6 ,/&* - � 211 (Wr .; l - - __ - - - - r __ ­ a' - � - a . - -- -_ a. -- I - - - - 2617 rioil - . opt LM __ r W_ - . B. - .---- --- 1111, __ .. . -!! pr"Ool __ 13* - � - 13" 13F ___ " ­­;�- is' - __ . . � Aw (lop) __ _ .45. -45� OR LM - __ - 13, - __ .. .- 13, � ____ - ­_ 1Y . 13- 4W (WUOWJ - I Y � R* __ 3- ­ _IY - --- a , /2. 's (W) ____ ______ --- Ir - ., IV (KFWI _ - ._ - - - .- ,3. __13*__ ". I �L 13' - .- - 6 1/2- __ - 6 1/2' __ - - 6 1/2' - 6 1/2- 6 112* 2V Evil � __ __ . - . � - -- ­ - 4. _ - -----.--- 6 I Le I - 6 t/2- __._.._____ I 2 I/Z- --.-.-- -_ . 6 .,/4. - - - ­ -, - 70.i1Fi �W l �-,._ 0. To W-4, ______ - - ______ 4 I/2* - 0 i/2* -- - - - 4 1/2- - - -.-- A 1/r -- __ -_ - - -.--.- 3W (110170111) - '. '. __ v-0-1/z. __ I 0 112- - 12, __ "" '. . (TOP) - - wrol - ___1j_ T__ __�3� � - __ �imi; - - I ­T-,----r- i ­- -112' I - * SEE TARE #I MR VAX &S.D� DESIGN LOADS & VAX. Pili LENGTHS WHEN SPAM �O IS LIM, CORRESPONDING ONLY TO ALTERNATE 211V ON SHEET 6 I ,/4'. rAPCON ANCHOR & 9, O.0 : I Exts1l CIAV A It 11 A V . a � I 14 & ��T',_, 11 to CLASS A 4) , .. � . � 11� _1 11 , , ,,, . I � r I �� 1 �: f,: , , , �. I F.ASIWC P0.11111i C 0* � I CONCKIT OR 1 0ONCj?ETE el OrCI 1 - '/4 ' 0 PANELMATE ILVS AMl * 12 I/Z' 0C AS�D. , DES" 10LAXWOM ANCHORS SPACING FOR E.C. - AS SHOWN ON SHEETS 6 & 7 APPLICAfla to ALTDoWTAe It= - - rMM. Pol , , PRE%ILRE RVING � , Wil TAPOON LAG SCWW I PANELJAATE FEVALE tO PANELMATE PLUS wow BUSHING I & AHT cowar4clok OF INCIA I ENCTI 1, (h.; I �i_ I 3 - 1Y I* (lop) "ll --13* - - IY - - - � I3, __ _.L3' --' - t3; - 13' - - . i; ,W'(6 TIEUj __ - 6 17V - i­i��-- a -71-i�- e ,/7 ------- - � 1/2- __ itl - ­ - - - 7;_ - 6 ,/.' - - - - � __ 2W (Il rvEil , Y-101 OR LESS - - r t/2. -6, � 12/11� . Il , 2.1/2. 6* - ___ _ 7 1/2. - . __ 6 . I- . I - I - - - __ - - Y, I ". - - . - 0, � - - 43' _15, , ". - Li_ -- W, ap) .. - - o.0 -45 13, 13, - i3, - 1�' - " --- 13, , Aw (10071,01 TV .75. _7z 13, ,3. 13- 0, __ 1W (TOP) - __ - _Ir 13, - 13, - - 13' - ------- llr__ B , /A. 10 �Mvi - __T_ 6 /2- - a i/2* 6 ,/2 - , iw (lop) ____61_ /2-_ 1/2-- - - - _--i;- - - ­.. __ -6 __ 6 t/4' - - -­Fi�/?, --- - --- - ______ 12, 12 V�i�' - - - -- � i __ � ____ I - a ,/4- __ - - ­ - _. -_ , -_ 2W (Ill - -.- ii; FIKW;� _____,.._ >!�_qr 70 . . 7-5 - I ­. - - -.1 4 1 /1' . __.. - 1 - V . ___ . .. 5 , , tu, " Ill 3W (WTOW) --- - - 13- -.---- I 7, _T - - k -_ ,j- 5 ____ - - 112 OP) A� I I - Ti---f-- _13- __T__I 3; __ - 1�-r L ____,­c`­ __ __F" wril I ISEE TABLE 11 FOR WAX. A.S.D. DESIGN LOADS & MAX. PAWL LENGTHS WEN SPACER fj� 151 , USED. CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET IS I law-11 a , A.S.D. DESM LOAD wimmum PMM LOWN - - 40 PSF DR LESS III > 40 PSF TO 50 PSF . 6'-2- I > 50 l TO 60 PSF I V-10" A MAX. PANEL LENGTHS ARE ONLY VALID FOP INSTALLATIONS W/ PA14EL MATE ffMALE ID OR PANEL MATE PLUS ANCHORS & W1 " ,41l I/ * O.C. 9, 0 �N2 i�*T T14 ,�� ........ 40. . . � �� .. �, -4 ., '.. .P CEAl , . , , . . i 1, . ' �� N 1. 44167 ', Tt *! Ill :* -_ & I '. Alf , ;F-_�._-Il � I% ,O,F -An -- , '01,; .OR 1. - -'.,�A0/)`1`1&"_ FLORIDA BUtLENNG CODE (Man High Yelocity, Ill cm* Zon*)l ."" ftmm W 24 GAGE GALVANIZED STEEL STORM PANEL I.o. , V, - � I I L I E C 0 ,,, C N, ­­ ­ . 11_._­­ GLOBAL MTEC71OW PRODUCTS, LLC. QW So 51 ITNUY 0AW_ n W11 - � (*�xm- 'ItAb. Im M"ww-". - /31130 "'�tt a I M_Mft ril . LIM --- � (.-I -.4, � I 20-175 I __ - I- [11-1,___"�­_�_A� +­�111011l 11 . Is � I - -na-zills-i'v INSTALLAI10 DUAILS INTO POURED CONCRETE EQR WEE 5AEM MtE12 OR CONCRETE BLOCK STRUCTURES VWroic. potwo 'l.r. TAPCON EXISTItz POU*w CONCAM oft &W.jota * til OC CONCRETE DO CONCRETE 9UOCx , � i � CONCRETE ElLoco, 411touli I � woual - , �� - I'j) I I � � , .� 4) l I 1/4- �� I I , , /2.. 0/4* MAx I � If- .. , .. , -- 1w I . i I ED- - - : : �� : /_��/Jr : , I ' : : (j) ­. ; I ::. :� : - 11 � f, � I 1. ll - : ,__ SEPARATION I : I TO GASS. I I 1"'S�v ! I V'.!a�o I . I A . I ! -�_._ - . I - I ; =41.r'-w., �'_ E)C!T01l :, : I -j 1 I tol,ms I I I . � . L' We. ; : I - .. 1. ; ,L* 6". �, -AWL ,iWGT� t : 6, PANEL LEN0. __ I (SEE ELEVATION - -.., : I I fSILE ULEVATl ,A ; saEr 121 : 1: t ON SHECT 12) i I I t : *1 I �� - - -, ... I 41- . ii � . 1�1 � I :i, � i) qJ . I �. . � I : 'j'l� ; , I - , I I [ ,� !,.. I I I ,- . I I It. : I I - ckwlN( to.*= � *1 * , I 1 I I - 4 ^ I . , wwltm OR , . 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ItlL *� '*I 021370 TI.IEM �. , . * .- . - ' 'J� . .� STATE CS - , --Qz Z - / - , - -to�= .5�wjr..& 5rom �-- ,n - ": '�__ � 'r :"- - !�I` 04 -4 ��L,2� _t / 11LIEC0,11l '�il 16 N41� - - fAHa on-m- --p-w-, if� 141,40il" - PE x./%�r1ftMK1T C.-IMM7t9 �Ltca � Ill , L I I - - 0 1 , .. BUILDING CODE (Non W2h Velocity Nu I me zorwl " 24 GAGE GALVANIZED STEEL STORM PAKL ONA", IN .OM PROTECTION PRODUCTS. LLC. "'"�'Tt Htet - It 5-M o."E. rL W'. 20-175 P� tc�IM-1�$ 1. n&ow-fh; ��_ "TM � - -_ I - .F-! to - "I. INEll V to m . I . I I � - _____ _____ _____ ___ - - �_ INTO CQNCRETE & CONCME BLOCK STRUCTURES PEP Str_TtOof- , I THRU 6. ON SHEM 4 & 5) MALoAt WAX AS rD MAM" ANCHORS SPACING FOR M04 l PER SCHEOULE WOW III __ APNICAME To SECTKINS '=,7 P,Wj DE-V-S PRESSURE - TAKON SOM-SE1 PONELMATE PANEIMATI ZAMAC-RALM CALK-)N t" -Z�,�� ,V4L- . RAnNG Fnl 0 PLUS a L, (TI � (P It , I , - ��__ I �-,.A�l l .. W&W to -I ,C CTW __ to ONWR _N; � 1-. CO """Mr ,Ii; - � !�_ I 13,_ `3' 1 13' 13' I I 1Y 13* , 13, lr_ ur ly P, I I 00P) - _ t3- -- I . _i�_ _ 13- - 113 - - . __�W 11 1/2' - I IJ!" - - I _­ - � I ��.--T­ -- !3. __ T3- - 13;__._Y� --,,-.-- - . 1 ,3. - 3, T __ - 1Y 4. - --.,- : , 3; - - 13- -1 3; _­- 13, ?J. .--- __ 13- - -- I 5" -- __ - _rm!�) r _ 2 (TOP) -- - - ­__1 Ir ! �3* - I , ". 13* ­­j;---,3;-' 1 - - ,� ,.I. - - I 1� , I 1 I 1?� � , 2 (Ill . 1�- � I 1, - -ii- - � , ti. - - _... . Y .. . .. - I 5' � --- 13, T ,� . , Y ".is' - 13" �il* I I" - , ,J2, - , 3 (10p� 5-t" .� . . . .. - - - � - �� __ . 1,2 ��/E'11� ./2' _­. 6 !/.* C. l/., . ___ 12 1 - - /2';2 1/�� " ­ -­ .I. - - I - I , --:--- ! -_ f 1/-� -,r -I __ It 'l ­!;;_ - - &i) Y (l - 5,-Ir on ,f!�, , i _. �'. it, . I - it:_ I ­­I�­�'� a It , 2 -_ ol 11 , ,,r,,, OF' ,F1 I T-1 . �fm UEll I ,- - . C. . � - 61 � - - 1. I - t - - . - 9. - :. . � � - - 0, . -- I - 4 (Wl-om) I , , 3 - 11� I I ,3- , 1 It, : � .3, . I I 13, , I 15' it lj,-� It �irpj 1 ,_,- � ,.� :3, , -,* 3: -,,: . �, . 1 - 1, . � ll . �Y 3 . I "r _lY Ir - - it "r , S ifil - :a' � 1 3 �: I "'. - ,,, I � . ,3 , , W , , V - 13, - - � - - 1 t - ,,;, 11-11 - vop� ,45, -5 TO -M, -4-. - 6 1/4- � 6 t/4',Cl l/'� 6 1/4', - - - - 6 1/4- 5 '/-' 6 (&)I? -) . IY I S, -3� 1.1* . je 1/2' � 13- 6 1/2' 0 1/2* 1 5 I i.' ,3* 5 ,/7' I EID.1 - - 11. !, 1�,v 4 -i 13- ! I!- -,! 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L ... __ , 9 ,,',� ,2. -�,,: _, I, - I A � : - �12 .t_, � , 2 , -!;7- � , Li" ( - I I o�00, 1--, I :-- - _. I A -!,4-1 It ".c -5 _1/��-te 1/4-1 � _ - - - ��" � " f- j l/4' . _�, 6 I/.' 6 (al I ., -,,-...- --.-,f,P "'iY - .. � .." \r, ENS�'...�ISX " , - :�- = i " I I , . �44167 "-. % Al , -_ , -,a. * -- .. * B ��- __ , � - IP - - A -� - __ - � - TE co, - ��!: -, A , - - .� 0, ___ .-. -I, _Z� - ;1� . toml :W-1 ,,,, , Sf � . ,_ - - � ...... � - -­C'�, & 11 JWLE& a . A.S 0 DESIGN LOAD MAWLIM PM41EL LENGTH 40 PSF OR LESS V-8- - > 40 P5F 70 50 PSF i i > 50 PSF 70 50 PSF I V-10, 1 A NO PANEL Ltl ARE ONLY VALIV FOR INSTALLATIONS W/ SOLID SET ANCHORSI & W/ (S SPACER AT 12 1/2 - 0 C FLORIDA BUILDIK CODE (Ii 1109IN Vel Hur i . Zone __ T_ 11 N= I.TEM - ,� 24 GAGE GALVANIZED STEEL STORM PANEL ~ M .1_­__­_ ­ ...__­­____________ "I " I GLOBAL PROTE "'I"M 11LIECOltill I, c'noil PRODUCTS, LLC, oat ,� �� Rill . "a 00.0", Now " S, sm - tAlo.. - - . - - ,,Aoo�. ". ",`L PL 3n'. TItool...- - ptot­­ ­014 CW�m"-?5ft 10 (".ws-'ll 20-17S 7: __ nv� . _00061-I ��__I_ - 1 - P.-,E.��_ �_ *�!-!E��ftkll! ,­!JL � 11 I . ~ 9 *-a ___ - __ , ANcHops �Su slc"J"5 & A_-�_�,N,Lri 0.4 st,,�, . , - -------- 13 - -!� *is) ___ - I' MAX R-IA/!3, l R-Wtti, R 19/t3, li R-30/14, 3 MAX 1: D. Ill 02. -" Mil r"'11PS-lAill 0-2AW/15. R-SAW/16. R-"W/15, R-39W/16. Ne, - (�) o,l 40 ­ ­­­ j j 0 _________.f*R­IR0l -,----, I 0 1 0 0 I 0 0 07, 1 1 1 I-- r--7­=, ­­ - t � I I I I il : I I ------.- ---.---- ----- ---- --------- - - ! ---7---T-­­7T- - i I I I , � I i . ! i� I � . iii I i I I , I i -------- ­ ......... I � - ! I r __T -, � � , i 1.I - - ----- _____ I : i i ; � i i � , : : I i . ; � . t I I . i I I I I I ! ! ; I I � :; , I I I I ! � i � I � � . I I I � I I ! I L/2 4_______I ___, __ I_ __ ..-.,.- I I __ _ - . .- - _._�L : � �,el.'#-20.1' &a 111CLIS ­(Ilt i 1, � � , �usf �� P'NE, Lfmrr�' _�I WAX i I I I - _ Ate LINCr. "f, � , � I (I , P k I ,-V'R Y-S-) 1 1 1 , - 01-8. I Wj�,JLAA 119. t,.FL , . i 1.6.1 Ril IrOl �ANE_ � I./ OWAIN: �400, ­40.0 Ill I , I 1 AW PANEL LENGTH al ..d--- - . ­_ r_,_)�.' - - . - --- , _ _ _ , - - � ----- ----- 1 ; : . -It, sp�_ 151CRU PAXIi . V-6, 0 +50.0, -S4.0 9-f Fi � ____� (W/O 17AAW No PANEL LENGTH Sl I � . � : , I USE 21-81 AN, PANEL dol __: _� At ALL MDt*VVKS I �_� _)_ �It�7 � i 0- I/.'*- 70� I' �� , � ! S S el WA I . -0-1 � �� I : -1 �A 01CItl _. . I I - - C . , , I � � ; - I . I I L/2 .0 � 0-1 - � - � : I I . - -_ . - I . � , . . _____ ----- - � - - __ - - - - . . - __ - --- _____ ____ I - 9, CK - S'tta � __ � S A' . . _9110Z 0 Ltr- SAl : 117' : PANEL WrOW CCR4El . � - C I VP "r d - - I.r � - -0- ,4� � ! 0.1l 30 . - - . __ --- - � ___.____­. � � Will Q, CHLIP -- I L.- ­­ .� .= _ __ -_ - M I 0- of(34 . I-- __ "' - I ...---.--�..��..�-...-..�,--,��:..----------.::==---.- - - Wr-G NO A, Il ft,tT AT _­ , 7 tv- 3- MA;� , OAHE I Rl PANE_ 3* iAz ONS ONLY VALO FOR Wl I I' woi� Ill Ill Ili R-19/1z. R-28/13. R-39/14j '. Im TO 17i) -;.m i j *1111-1AW/15. Ill Ill LINO, R-il!!W/15. R-2011l R-3BAl 11 . -IRS If EC, -EANAVAS CN SIlEE­'a 13 t4 '5 &iO - ,K �s 5 Qw� * k . - 1 14* MA, cw, r . - Lff__5AEjrLM RM PANEL LL_LL1Y_l M � . - SCALE 1/4'- 1 * - �. � , i � qf�VIAP ? M7- ' I REGIILAP I I - ' S1GRM RANEL fUll CMRLW -I .tCttll A.Il - STORV FANEL � , I I .,� �: ;; - �.& V"W.H-I." I I w__A - - � �&� � - . - - � - - . __ ­ , -, 1, --t­__ :. ­­­� �____ - - - ", -,-,.\ . � � ---- " 0,� -_ - - - , ,� .i:� �& - ' / I I . , 11� I �, ; , / ­­ __ ---- t - 16 -, //,qw""\ _/17"l ... ", I.," Il \,:� ,/ I , ,�, .. , ,I �I " ilAtt'/ '�, - / , , / 0 ,l p, , , , , � � , , '. \ --- �/ - - - , , T­­/ JSSkLA+ '.tz' ", I J�t %. :P'-, - - . , I � � . . - - - _____ ��_ __ � -.-. � . . __%__:k_" - _____ L� I I � - . L .... - - - - --- - I - - __ __ - ­_7_77T�T#--­`-W:_4;[fjy -�--__ - - ­ -- -­'��. -.1-1 � Ill . I - _( - . � z 11� z = - L'fi 59l' PANE. z : * - 'Z - ��T,6,t­ - - z � - � * z FLORIDA WILDING CODE (Non High Velocity Nufficont Z no I 2A GAGE GALVANIZED STEEL STORM PANEL I " , i�' ,_�_* - __ - ; ' - EMERIOR -I. I r­ - �--- ­-­ --- � ­­­­�10l _­ , - �' OY/V/nw _1_1� , � GLOBAIL PROTECTION PRODUCTS. LLC- 1.11 SECTION A -A ,_ I / I 11LIECO.Air �, . ~ S. t, 5TKr t - - SCALE !/._�,_ ql %� -_P-_-_� QiL� ll I: ztv=_­�-= I , nl,5� �n 11 IIA31. ! 20- l - - i I. - _____ - I.Q.- - _­.. - ­ )Wa­ "�� ". f_?_ _,,I.? zw-1 :.� . � 6 /Cl'T .-=,. - -'c I 1,.Lil - ttE � 7., � - 1 - 1 :n: , 1 - 1 _._�. -�,. ,.- ­ ­ I -1.1 ____ I . ---------- -------- --------- - --------- ____ - - --- - - -- ---------I-- - III15TALLATION ) TAIIJ5 FOR LIFE SAFEIY PANEL � I � -- � INTO WOOD STRUCTURES - i --- -- - - -4 - T ___ - . . - ­ - __ - � .I � . - �__ __ ___ � *11OU 11A1111 � .WD W.Anl - .FA�tl : Ill ttEADE I- , RM."al . tl- qaoj,R�,, ! - I' . _­ � - - � I .. . 10fouttlin 1 I 4 j, r-1- -, - 'r , , � I � - - . 11" TAPC'N4 AK0109 0 Ill ,I I-_ . � � __ __ i - - -f- '/.:'. TlPro,i I Aor-D. 10 9, C ( i I � -- _____ -,--� � � I I I ;z*o , (;)N -00 o q* E)c t- I I ­_­ i;z*- "Al"170k i HCR & 9, 0C : , I I I i � . I 11 ­ 12, � I � � I i -C2 t I I - I i ill I - , � ! 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I— _" - I toENG1P,jEEF:41l\JG E:t4GiPV1EICR1PV1G IEXPRES13'S PROOUCT EVALUATIOINI REPORT Servitember 15. 2020 Applicallon Nunftr I 7869 I - R2 EX Protect Numbef 20-31543 Product Manufacturer- Alt Amiencan Shutters and Glass Manufacturer Address 150 Donna Road VIENNA Palm Beach. FL 33409 Product Narrier & Description 24ga Galvanizer Steo Skxm Panels Large Waste Impact Restatent Scope of Evaltuatton. This Product Evaluation Report is being issued in acconflancir with the requimerrifents Or the Florida Department of Sustatials and Prolessionall RaguEssar, (Florida Building Comentissifort) Rule Chripter GIG20-3 006, F AC. forstatervirde acceptance per Method Ito) The productritated ab" has been lifored andifor evolualard " surnmartzed herain to show cot. anceffillh the Florida Building Code Savefith Edition (2020) and AN. (at the purposim Pribanded. of larest equivalift to that t"Cilred by the Codis Fte-*Veluebon of this product shall be required Following paidineril Flands Bukling Code rnoditficallons or revision, Substant"ng Data: A - - EX dra" $213-31543 filload a GraltionLined Steel Storm Panels (HVMZ & Non­HVHZ)'. sheets 1-5 prepared ERE Engineering Expresset signed & stated by Frank Bemosedo, P E is an Integra part at Oft Evaluation Report - A TE37 REPORTS Uniform stabic structurral performance has been tested to accordance with TAS 202 East standards PAT Bral repord(s) SIST-ASEII by Blisclairaw Testing, Inc LAW merNie impact resharencer and cyc6c loading pereemence has been I 1, in acciarcarice with TAS 201 and TAS 203 tW idandairds pat beat repan(s) ORT-ASG� 17-001 by Bkmgmvw Testing. Inc, A 111TRUCTURAL EIMMEEIIIIIING CALCULATHM SITILAALIT&I 009inDenno COWkMWS have been prepared which evelearte Vie praducil lassim; on comperathre andar Too" an"Ess to quality the forkiwing design critems: I MMOMM AAiDWSb*. Spent 2 Mwarrijim, Allow" Sperei 3 Mantrourn Glet Soperaflon 4 Anchor Spacing 160 SERT 12" AVf%I SUITE 106, U*ERFIJLD 6110I FLOPECIA 53442 I954) 354-0660 1 (866) 196-9999 TtLV"V%EN6iVVsfaiN*ExPAtSs.Com EINGINIORINGE"PRISS cc" I �111. , ",, , _"I, ,�,, /,i--�='-"-_' I I 10. ".`.. _�";K'1,11 ., V-01 All ,A t -Ij Fur I I C! : ,,_ -V I 1, G I I E' "De"', k­­­ �7 P it �� i" ----W�� 11 11 , 0 1 - "ip" 14, _� - I. - I A AJAV — ICA­ 4 Tf r�v it- - _. -1-11. � I r_1 ,,,:,,�; _..� I. " - C,­­ - I -At. Y * le!,till* M __ J. ,Ct'RI J­ ­11 . "W114- '"I I ­1 A, � ."".I- .i '0 k ASt �Aw N I L - -M rT_11.1I;11 - I-_ ­_ � I 11: . HA`1 .1 , - ,­1 ...." I'Ll ALOCA, ­­ - - A­ _!V!T�1V`4,;11'1r.!tr1I �,Ir_ , �HEI �_ -; �` I - L. 11111116likWhAw - . ­ �' I ­11!­ P. V.S,iiI " ` `�` 1-II, . r ft*_1 TV, , __1: - ��, %of t, IY, ,I, II 0", -" *;_� 1. 7 .:, �4­11.11­`OYVVI V/ I 'I 1, .�_-;;m I-V _ 11 _ , , �.: I I I J� !,�� � I �d - -1 s:, I ,I. . - I- 0 P7 v. �;r`,, Y 1— �� I t_...L?L I-- I.- -b '"PlAr 4-I Olill:�It�­.. , I - .'. — I � `kVIT � �; .Z, ,� - 11-1.111 ";I'll- ­11VT41 "" I -I- "..I.C.- .,A.. -:V.. -0, - �W-.�-,��, I� 11- ,,;t�­,,,-�,'..4 ` _t , 11 . III rIll ,.�,,, - , t` , " Vr;!L­',;4,______, 1. -_­I­,LV,L &5� _-V 1— �. _,­�, L - fift - `,­ /.`.,_�"`51, �� I, � IsEtSiGINEERINC'i Page 2 f)1'2 All Anitmeaff Shuirm and Glaiss - 24ga Gal,anited Steel Storm Panels No 33% increase irk akmmble stress has been used in the design of this product SIREVatrabon froon grat HE; nor i9wred for Crisdartations outside of wrind zone 4 and essenbag tacifillies, kipecl Resistance: Large Impact Ressislarnot no% boom demonstrated as Erfatlenced in previnitift listed test isporils). and is "counted for in the wilIaneennig devqn of On pfodtx.1 Wind Load Resistance The product has been designed to resist wi loads as indicated 0 the 5pan schedule(s) on the respective Product Evalialron Documant (I a angeneerit diewing) kistallation This product shaN be Installed In strict Compliance with as respective Product Evaluation Doc~ IV a anginsiaring drowwW a" with at comporments noted therain, Product components shall be of the material spectiled in that pi oductA respective Product Evaluation Docurreari engowemVdromng) Limhations & Conftons of Use, Use of this Product shag be in stdcl accordance with the respective Product Evaluation Document (I 0 afronearong drawareg) a noted herein ACH supporting III strudurear Visit be diffeRgread Ignisis, all supeeffroposerd loads. and &halt be at a mat"] loted in this product's respective anchor schedule. HW structure conditions which are not accounted W on this products tersomiclive enchor schedule shelf be designed lof on a site -specific basis by a regastered professional engines, AL components which are pairmarrenity Installed she# be protected against corrosion, contarrinnation and other such damage at LEE 11mes This product has been designed for use v~ am outside The High velocity Hurricane Zone (HVHZ.) RespItt.061KI. I 'tl%.� . ; I �_ I __41!t � -is "" I , , , 7, � 7 ��;�; ;,,- '! L " tLti W ,,,, 'r" Frank Bernardo. PE ENGiNEEFuNa ExPRI *PFiK46q4Q i Ccrt Ajill 488:R 160 SIN .12'" A,I,ENCI Sulyr 106, 04IFAIII BEACH, FLORIDA 33442 (954) 354-0660 I (866) 396-9999 TEA . 10040INEIKIINGEAPRESS.COM ENGTNEIERINGE 'PRESS CON __ ­­, — - _�, 1� A , - M � ,,, ,"', Z� :7 �__ . I /mat"Il �m F2 �, - ­1 - .'I- - - __­;i -1R � ­­ Vv* .I I - �I 11-1 - I I . ,/ � Y I .. . :.-_"==%-_ " I - I -.-O'-- _­ � �,� _SI I . 8 ',4 __ � - . I..- V, Z . 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I c: ".."o-f-PINI Y I - .1- 6�) I �0 - ___ -------.--- ___ 1 INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANELJ'� I , ' INIQ _PQU RED __CQfl_Q_R_M,.._C9ACRE_TE BLOCK AND WOOD STRUCTURE � 1 4 f I__ ______j --- ')'tP*C P01I : I ! OCACCRETE OR � - I .,. IVIPCON CONCRETE KI ; I , ANCHOR 0 12' O C , ,� P Pir WINE" - - __ �1' � I, I - - "I 1. , ___ h tf, - 1/.,. 'PICI,ait I - 11, .. � , .0 OIL 'VILAD, TIF. ,, AI �_-_,__ f, - - HEAr TEF � ANOI_ CA I;- 0 C I. "I" � SO" 0(6., IRCY, 4 _�) EDGEL Or � � Plet"I ill- . I � I I ; _ W14 11V' O�Ex , . 'Pa. P EDGE of (6 f- I I it_i4 .11. I I '.`*.i,r4!�4,_ I . � I - ,Iil,,� i- 1 1; I �_a; EE D In I, . 2' � i I I 1 13 "_(�qD I : I . , . -_ ­ I � 1 , , 1 1/2' I I I - - --� __ i I -_ - I . � - - � I �Z � �.,­ HCA.. t ) .& vot., I i I : ­ . I - , ' ` ' : � �i*' "" .9 - : I M CHE"It 0 : I : - j ,/,- A . 4".. In "A NMLL I ;; , I ",7- '. ,,, 0 . E'S_ 1I SYPARAINDIA VTW PC 'O GLASS ( � I I . P, . : I - LI CxCf *E; ir -SEPARAIII I I - i 1 6`41, : W15S__�k I I - A-LI'A"ILOO (lop RAI Ir raAsfi --ii � CLASS ( - I I , , UM" IIQC I I . I r ( I " - 0 L r , I Yjw 0 , �r I " A , ; ,/.,-VI � I -_ - . I I I , , . I" - C., I I I ; I .1 __ . . I - . : I 4 -0, " �m A, a .�o A -fie . ` I "' � PANI ,iI 0 !�_-VI ,� -0 I ; I . PANEL 74I VIC a : ,ALS I , I - , � , i. ." I i I . I ` I 11 . 9 I � . . t - I : A-st.Aj;A'VI I �_ L. a I. Em, I ' - - 1/4,- 20.2' TV - .- I i - � !� v- . SEPARAID. -1 � � �Hvhiascwiftr R I a L, � - i " I " %0% 1"41I , -,- 1.1VEPSCREII, A TP, CLASS it P ' " 11 i CSQ!E. F I , I , I � i 1 . I , � _ r - , - P, I I I. D I I - I - -i 1 ,,- . '_ _E__ - , , EQ 11 ! 12- � �� 11 . , .- �� ! �� imaga� - I , i 7 "12. . y ; I I "I ... __ " ' 1 \7� � ,�' - ____ � 1, 4'0 IAPCLCVA AvCi­�R EI ,�APCCFA, I/ /� - - � a � ;, O �_ 'i.-E, -PVCL�^% (CACI POUPEZI � - L VIA; OVOCID .N;C,� is �, 2, O C - 1COMI OR �,S=R"�, I 1� I - CLAT EALMI, I RELISIREQ WALL MOUKnNQ AILIQUAIET2 WALL MOUNTING SECTION EZ1 ALTERNATIVE E21W SCALE 3/8-i' I ,.,�I .". �§;�,I / " � EN ­.`-!��\ ,�_ ."'C' sit, Ne I PAI LENG,If� I I -ALL BE 2'_15' I - I I. Z : A! : �o_. 44167 L a = . . = Z : If CLORIDA BUILDING COOL (No,T High Velocity Hu, FVEI 11"Pto. - 2A GADE Q411FORNIZED STEEL S-106a, PANEL if;7urfs Zone I I O"IM, V� I INS7ALLA7*N .RL ONLY .140 FOR NI A 5 U MISIGN PRESSURE faklf�� �/- 40.0 P If f AND V-0, fAt" PANEL LEMI FROLVE - ': � * i % . � I s�_ - 4�,- - � :� 1: �"P�".'-,- .r, � - 1, 0;: 7, I, �, ;-"4 1 - " / I I L I E C 0 .., � 1GLOBAL PROTECT" PRODUCTS, LLC. 5. " v'RAt, --0;4. "" HE. .Mf 2. FDP NEW WOOD CONSTRUCTION WI - L j , 21112,0I , " ,,--,"I " �1.11 I 1040 1,*�PAIVIV `I == _ " �',. MEMBELSIS 10 BE SOWHERK PISLE Pr. 2. W,' SLLLCIFIC ��., � � - I �� ".0 ­� � I � ,::_I� - V_ - ­1­11 Pi 1-�-, I 1. �-VVVAA .FTF� __ � � 20-175 DENSITY OF 05' , OR EQUAL 111",;� 'I � ,,I � , ,V, . '.' — I- M­ I - . I I - r " . HI � C, rf'.M! I , I . I 11 t I - - � __,________._______ ____ _ - __ _____ . _____ -, __ . , ­ ­--il ALL AMERICAN SHUTTERS AND GLASS I ,24ga GALVANIZED STEEL STORM PANELS (HVHZ SE NOW HVHZ) �; YVIDTH LWILIMITtr, — t;`EMP� TO PANEL.SPAN) — T-cp MCLINT (CONN-, TYR TIPE IS REQ 0) SIEC-TION.; OFTIFfMAL OI ITTICH I- � BOLTS WITH WII / YONCNUrSf�--TENED4� I I / CATALAIRS 0 1T,y,PAN O.LSE Iq� - 11 " APPIROMAI SPAN J`A&U, , 8 g y` , � 9 I ;,, 2 y � , , ____ FLAN view i C?L . �; � I . . _____T 1.4�16 7- - ,.Z�� r-KI LIJIE' �� '! , Ill I _�_ - . - I ___ I I I - I I I � I 11 OC�c,Amcvmf , 4"; It -1 1� - � (CoN A TIME II - ,� , 1, - - REQ'D', 1, W, "I 11 a - , , �; , � __ VIVILY me A7 1��", - - - - '� ­5 - V wrom it"T"'it TYPICAL VERTICAL MOUNT ELEVATION VII N T 2 FLVEVATT�)N TOP MI (E; Fin RE-\ A�- FIQ'E,I — j -C MON PI I- � BOTTOM 451�TRL.I ) � -2 - r - WINE , ;O1411 TYR ..f § &S REQ-D) . ;, r. t III - - 3 � � z. . . f6TROC11,A ��1� I ) ILLCA14UN mAf 114,�, I I z- . E . t I � \ 151 �, . c�, TOP VIOU PET I CONIN TIRE I � t � 11 15 AFQ or frorrami mouNi fooffiv--i" L­ I TY FEE AS P E0 D) ("PAN BELOW I ,*STPJJI I .TION) MAI BE CVOI D AS REORI I OPTIONAL Y, -ZO STITCH VVAI CED THAT CONNECTIONS AND BOLTS %11ITH WA"AW AWIHOIK ARE VI IV PC SACTSFY WINENEM FASTENED 0 SPANS ABOVE 11, eELCIV 11-=-CON OVERLAPq 0 14TDSPAN III 1 "Ar"EI 0 TAINLn VERTICAL MOUNT ELEVATION Il""I (NOTCHED PANELS) %1_1 j N TS ELEVATION ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE- ZA GIVU.-I PANELS - ___ __ - - - - __ - i ­14111,1411 ­rll -111, It VAAAII, 11, - 1W -(- I .,��-,�"NII,�,'-�f4l6t"J"T,,I,A,�'';'�'�. kLAC.M.Nil I VI SIA AV(1,YVAIIII I i1I'LiOI4A111.N11r'1� N1TJL[CVTK.N�q,iI , .1"Flut"t , 1-�,, �JPVN 11-.1 I ­.NCIAW1`it1-..AD( IVAN �] AII�Arfl­kf . il, r V ") 11 " � 4 (I - - � - .114"" . .I 11 � 10 LI 1. I it, L� - I IIIII _-1 411 - - - f�y­ - � - ILIV, � - - - __ .1 1'. ,,, - � A- 01. .1 I,- � ,-- )16,, 0 id. .1- I !­­ I 404" .� ":., I, .; I i LV V "I 4i 11,1 i �,�. �. "a"' � ., I.- : "­ - .1 ,Y - - - 1w 9 L- ( 11 �, - I 2 ;.,., .� A, ��: - f",, � r 11��, - j t.1 "L . , I.' ?11­1 1 '13- __ - __ __ - I.9h. 1 - - DFAN bf_HtL)ULt II I tb: I ENIVEP SPA. SL:'-EDVLES WIT0, UE�GAnvt DESIGh LoAr, 4 PANEL FASTENER SAAI rO DETERMICIF MAXINC,14 ALLOVIALPLE STORM PiELAIR SPI SCI1*ENAE IS &C(.EPTArHI COP LIFE WITh WJSErlLt L��'S I THAN OR EQUAL rO NEGALI'lVE DI 10I 2 VANE, dVASrI ARE M,DS ,js[,O EN CONAIK-TION %`fCTM AL I MI Mor 6" ff,�,SION S, 4 - TRACIV, STOLIDPO ANGLE E­ j I 4 �5 0 C PAW, IFASTUN "R �RAC II TAPIC E AAWES FOR ALI � H'. AMID �T­EAVEIVS, ICOCkuOINK; fWjIL1_'Vi=j CONE11"OfIst A UtICEAR, 1AVT&-PC�ArICVft WIVI "AD5 is ARCIEPTABI.E. OTHIERV,15A IISE VOW HK�EP f�D _ GLASS SEPARATION NOTES: I ENTER SPAN V11FOUtLE WHii POSMVE LiESAC04 II TV LIETEOMINE MAIII hi L.OINABLE SEPAP ATION PROYt I OPENING 70 BE PROWLED ; SC"E ER ILE IS NEqUIRED FOR ;SF VVI� POSITIVE LOOPS CIVIL I j,"ERPOLATION BI t6ACIS IS ACCEP118,11 OILVERVILISf LJSf %E,f ,41,PICER LII3 VOP INS'ALLAWINS OV151DIE Of 'HE ­Z AND OUTSIDE Of E';�,ENTEAI FACILMES I AI CANSTV ZONES I TH1VG=LI _. ­E ,-,,ASS �fPAICITTLt.N I SLHED,,,f is 30, A EQLt',R;��,4OO1,-, Hjftj.k� WARAI;Cm PRI.4 T­� I MC1110to OPENING is � RE _j - 11 P4111 '49n. I I. , - . MAXIMUM ALLOWABLE ,,-L�, 4'. Dial -ft, I - - �, . ir- __1 I DESIGN PRESSURES. `�-N ­-Lt- rVICA )Iau, ; - I- , � � ,� � - � * - . .I.W1.1 "'A Ii�ml �*. _. JASf4CITW;NDE5 NJ DESIGN NOTES: � STEDULE5 J 9-. "InVE AND NEGATPVT DESIGN PRESSURES(ALCA)LAIED - A I FOR USE INI T HIS SYSTEM SHALL 13E DETERMINED PER SP SEPARATE ENESINEIERIPAS IN ACCORDAWCE WITH TME p G! IterIENTS AS GOWN "I,,'?',,, ASa 7 k4D CHAPTER DIE I le�i 1 1609 OF THE P-01RICA ELUJILIDA16 "ODE SHALL Be LLS8 74AN w MOR UAL TO THE PMMYE 04 NECATIVE VE54GN R upf qAYI VfAwes usm HKEIN FM APO, ASSE1.18ILY AS SHIMM " I GENERAL NOTES: 1 IS-21 i ;p I I 1I SMEK LFWATION HAS BEEN DESDIGNED AND SNAI BE FAIPA LCATW IN III , " . 11 I ACCO"Cli RVREML On OF THE F"WIDAGVLLDMGI CODE as V, OVI A g 7 -4ST P LI IP451DEMBOU�MF�TNEHVKZ. PIN '� I I � ZDI.Z02 APO tox -M "ALL INWSTVI .110 .0 7AS LECT"0�01`5 co'"T"A" AID rAM"MTOALLLiXA,LSOILMG CCIDEAMEMMMBYM WHICH MAI Alrlv� DESIGN CRITERION BEYOND AS STATED HEREIN Aft RE"I In ADD MI SITE -SPEC RIFEC sPI II EfAifi 2 NO 11-111% INCRIVELSIE LOW ALLOWABLE �TRK& HAS BEEN USED 14 THE DESIGN OF THIS Symp, � N. THE ARCHETECrIENGTHREELL of RECORD FOR THE PROCII SUPEOSTRUCTUPZ WITH WHICH THIS DL'ST44 is VSED SAALL 11111 AMPW4SSLE LD - FOR T,FINT56RME�Fkut.VppoFt,nNGr,uRPACMroT�t;UeMNWNICH 0 � "ALL Be COOILIMPAIIIED BYT"fpm%M7.TINc,cMTR.?Op, 4 sef, ""' , ""'$"C I.,. ", I .Aoek "" If"N't, MOM L lale'Lq ", -IN I I 11" " I" ALI " A VO * I I � . 11 ERE I H. 1: ON 74I, T THE 6 Eh G1 HE E F OF !0t'Q'X'j "F SPSAt4l TAM 0 116 A S NO' NAII .� 5 THE =1NDIDETAILLED PMEIP, CR GENeRM AND DOM NOT PROVIDE Q 12 ; � �; 110"NATIO& MR A SAMECIFIC sTTE. MR 5rTE CONDITIONS DEFTMEN' 'ROM THE rOPIDITIONS IPIETAVILW HIEPI A WICIENSED gr4GiN MR OR 0011MIEF.0 Amcm7REr SH All. PRUA" SITE SPECIFfIC �� II 'OR RISE VIE � I, v ill 00410VICTMVP WITH I HIS �LFt4ttir 6 DESIGN PRESSURES Not HtMIWARE 11,04,15MCCI MOMPIUM TESTED =9 -, H PRESSURES alV3010D BY A 1.5 SAPITY FACTOR. 5,�LV 04 01141" - gxgegS1#OI LA I R 6� 1`111 E *1*:AE`0MAsV1"0 . AfEVDA 2t � i CORAIDSION � W,ISTANT MATIFILEALE ACIA311HU&N IP'CLAC"Ly Will '51 E CKIEfCATIONS i FDA AuLCHHH'ill STALICTURES' WCWN I I BYTH9 ALQNIDU4 ASSOcIATTOK ;5 k I! INC. & ANV APPLICARLE FEDEAVAL. STATE, AwrVIOR. LCKAL Ct,DFS a A� STIJFIN PARLI SHALL 59 14GA SMPL MID 024' a 9 STORM JAI �Aui. OMFOKM TO sisim VII ST*RoIbAA,RRPUA,Ir, U SIEELGI 'Ar'�OCU'��MA�"M��'�V���S'L Uj JG AE. ALLAMEDAdle 9 A TRITWO156 5 KA" 6 9 W63,-T6 ALAI Uri ALEI 3E I LANLI NOTED OTHNII 14C I TOP L �OM DETAILS SiVOWN, HtI HE E�� IANGED AfL IFIEW CONDITIONS DICTATE. PAN" HAY LIVE M"TM VEATECALI CIA HOALEZONI I A"LICA&A. =11 I 2 ri CONCRETE ANCHORS, INTEND 46091h :6$tA" at E"ROPPEAD 7V 1 1 NO -CRACKED CONCRETE ONLY. INSIAU -11 COEirRETE A1104011.5 PER MANUFACT�REASMOMKNDATION . I 1, THE C04TRA It 15 RWPO"Sl$4 TQ EMILLILATIR CA PROTECT ALL MEMBERS. FROM DIS&IMILAA KA"(SUALS TO PREVENT IRECI kOELYSIS; Iffli I 14 ENGINEER SM AFRIKED HERE TOVALIDI STALK71JR41, DESIGN 4 SHOWN ONLY uSE Of TI SPEUFICATION UP COft71AI Vt. At : =III B SA 'M HARMUT55 THIS MIGUIEVIL M* ALL- COST 2, DAVICAPI IT11; : c 02ING LEGAL RU 6 APPELLATE FEEti. IVESULTING FROM MATERIAL FABRICAT901t, SYSTEM ERECTION, & CONSTRVCMV- AFAC7kM BEYOND THAT %­CPLVV IS CALLED FOR ILI LCIII STATE. & FELifit MCIES 6 "ON 1.0110 �: am Tlafts of THIS PLAN IS EXCEPT AS E)PAII PROVIDED H MEE", MC ADDI'MICAL - CIAVCU�ATIVOIYS OR ARIWAn�,Aff ENTEHOM 10. 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NH,_ a� -LIV ')Elirl�7 It U.T.-F61 w� I'- S'CR L�� - IOG_ S­IkTL � - __ E 0 M ul ,Zlff�_­II ,� V - _f4l."Airl 4-f-�����k�,L)k,�-rEiNS-4��,L�,��4E��L�,EL�C,�!Ni�,,-,rP�,,c:,--h�-,,E�,,-AL, " 0I RE F.[L,�INC;STRLK " ILIRE 1� '02-(� 'PUP111S EIt1S'9NG�I)1iDIT[,1Pr­t MAY �bi','f FIELE, 11I` i SIA119 . �, , . R., F, PIAT �,'II I Iftj R'� -IRE tN I'D AI ATF� A tyx, F��l Pic ,jFKPtR9, tiOl Pl_�WVX>D fV4TFVItIV-.; T.�Pt`PII E-- A,��I�fTIAP[f ,;NII FNI 1,�%]C (,tLL��fFrrt .E.E , , � C ic, "'Aff"T A'Ktf,�P�5 FA�SIFKAI T4_ NAWAVIV FACE CIF�Tf,L_ FRAM1I FASIfV_K,,V.AIL 5.E LOCAFFII, IN R-YFOOPI 2' - 4' 14[N ) IVVDDO�11.*� - 1V Ef,r-E L7�L!5TANPCI 15 ?1,rJ"L_A'E. FM Vf,'],_,�I _: _ -- , - -LLAh$j41;j VI -,�77U,3�11,;Fb `�CUI.ERN 1I �­ -S�)AGQLAU�,q �, 7,-;,-I ,,�� �_-t,LA I; If ? ,;- ` 1_1 �4 '4VALtFVIV,0F "�L'r5PAY1T,FA1-,QRt­i7_9W_A!11 �` ` i I'll a t ; �� -A ALLF , I � ALI N __ 11 �1-1/.5U' 4' �_ I" - � VIE NVII� FC)TAf7i ',�)U­�t 5 BI -P-SHIF - � Q !? t­rH.;Nt ­�E­�AL, HAVI: 11�'II ­%�­LVI THRI.��. IIGCI �,F 2LASE �.4r�-oIII -W. -­ --t �7711E� AILN 114V 71USS 4­� CIR WV,�Eff HFAI ;��ICEVAILK SI jlf :� , , I ; " mov"I E-,..�=�WE;�-r ,%N[o Er,C.- rj- 1A?I Fi-I-L'TIES 3T-X_7;f! ,'A.,7 .�,_ 14-1 - FNISHES Pl"m 20-31! 14 = DEEI .V,0'_-,CR O-1,E)ITIL)" ,,)L(It AliE III 4CCEPTABLF :�­ � .. - , _ 'IR I m 4_14tfAF I, If ZV­­,r �'C, r-- `1 I- LTP m:TT Et� - t'� 11� C N.-I h 71 1[7 P�C'�II 5 _�I,L-1­ �_'_M 'I' ��Ir; ,It " - 11, t,.-:3 ":��, 'I ­ -6-0 (1) I 111111111111 (1) -C U) "I . (1) ,*- -a > r­VA ­1­ 0 2 a) 2) CD_ = -0=3 2 C) 0_ 6 a- c Ca 70 - — 0) -I..- 0 a) .&, U) 0 .11'.., = a) =3 —0 M 0 M .— Cn 0 -0 -= VI = 0 2 =. — = 0 W 3: a ou__ M �� 4- M . D -a 2 a) 0- E (n M '602 cia 4_0 CL �__ -0 a .- (n O< 0! 4 Z Z W mi Cn " -6-0 I " I . a) W (D = -ONMJ +=j U) =3 CIO > 1 0 " 0M. < (D -1--i 0 C: =3 -0 co 0 L_ 0- 0 a)11111 , " U) CU " Cn =3 LIJ M Z 1, I .Z < I __j a - I SHEET NO. S H 1 ,51111111 FOLD UP WEATHER RESISTIVE BARRIER & NEATHER RESISTIVE WINDOW UNIT TEMPORARILY SECURE BARRIER FLASHING REQUIREMENTS DOOR ROUGH OPENING WEATHER SLOPE RESISITI 0.3 in: 12.0 in R703.1 Generai. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall BARRIER WOOD FRAME CONSTR. > TAPE EXTERIOR (0. 6 cm 30.5 cm) include flashing as described in Section R703.4. SELF -ADHERED FLASHING 314"-l' BEAD OF CONSTR 14// SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND SELF -ADHERED FLASHING OVER RIM JOIST AND up, (3) 0 0 WALL BY 6 IN. RETURN UP JAMB 6". USE LIOUID (D NAIL BRANU OR EMAL WEATHER EXTERIOR R703.1.1 Water resistance. The exterior wall envelope s-tall be designed and constructed in a manner that prevents the accumulation of water Co PROOF CAULKING CEIVIT. FIN. within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703-2 and a means of .6-0 U- Cn Q draining to the exterior water that penetrates the exterior cladding. WEATHER SELF -ADHERED FLASHING BUILDING PAPER C =3 M -cu Cl) RESISMVE CD -t) 0 -0 _a BARRIER SEAL TOPS OF JOISTS WIRE LATH R703.2 Water -resistive oarrier. One layer of Nz). 15 asphalt felt, free from holes and breaks, complying with ASTM 0226 for Type 1 felt or other 2 -9 -= (D UNDER DECKING .4 ap 0 0 SUBFLOOR -re�>istive barrier shall be appl ed over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, proved wate r SELF -ADHERED FLASHING (SEE DETAIL WP07 0 U_ with the upper iayer lapped over the lower layer not �ess than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other M 0 cc approved materials shall be instalied in accordance with the water -resistive barrier manufacturer's installation instructions, The No.15 asphalt 0 0 HEAD FLASHING TIE-IN INSTRUXTIONS: U) 1, Cut, fold up & temporarily secure weather RIM JOIST felt or other approved .vater-resistive barrier mater al shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the extenor wail envelope as described in Section R703 1 U) resistive barrier above header to allow for 0 THESE DETAILS ARE GENERIC AND ffashing installation cu 1402 MEANT TO SHOW GENERAL FLASHING 2a Seff-adhered flashing plus head flashing under R703.7.3 Water-tesistive barriers Water -resistive barrier-i shall be installed as required in Section R703.2 and, where applied over wood -based C/) AND WATERPROOFING METHODS TO weather resistive barrier o sheathing, shall Include a water -resistive vapor-perriiieab�_e barrier with a performance at least equivalent to two layers of Grade D paper. The BE USED. 3. Fold weather resistive barrier back over head d2 - A V 2 individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in flashing and seal wiith tape accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING Scale: NTS SELF -ADHERED FLASHING SELF -ADHERED FLASHING FLANGED WINDOW Exception: %Aihere the water -resistive barrier that is applied over wood -based sheathing has a water resistance FLASHING INSTALLATION AFTER WEATHER RESISTIVE BAWER WPM EXTERIOR DOOR WITH DECK - SECTION A WP02 CEMT, FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER WP03 equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening. EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT substantially non%vater-absorbing layer or designea drainage space EXTERIOR SHEATHING 34%1" BEAD OF CONSTR. INSTALL SELF-AUHEREO NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THROUGH SELF -ADHERED R703.4 Flashing, Approved metal flashing, vinyl flashing self -adhered membranes and mechanically attached flexible flashing shall be applied 3W CEMENT THRESHOLD OF DOOR AND RETURN, FLASHING, SEE FLASHING SELF -ADHERED FLASHING PLASTER UP JAMB 6*. USE LIQUID NAIL BRAND FLANGED WINDOW shingle -fashion or n accordance with the manufacturer's instructions- Metal flashing shall be corrosion resistant. Fluid -applied membranes (SEE DETAIL WPOI) 12 MIL DRYLOK CMU - MASONRY BLOCK OR EQUAL WEATHER PROOF CAULKING used as flashing shall be applied in accordance with the manufacturer's instructions All flashing shall be applied in a manner to prevent the EXTREME REFER TO TECHNICAL SCORED entry of water Into the wall cavity or penetration of water to the building structural framing components. LETTER ON CHEMICAL RELEASE PAPER WINDOW COMPA'IBILITY FASTENER Self -adhered membranes used as flashing shall comply Nith AAMA 711, All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING (BEFORE FOLDING, SCORE I Ing wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and 1) SEALANT AT SELF -ADHERED FLASHING. t e u RELEASE PAPER TO EXPOSE 4)SEALANT JOINT ox WINDOW BUCK TO EXTEND A MINIMUM 6' ADHESIVE AS SHCWN) contraction, ASTNIC 128 1, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as OUTSIDE EDGE OF MASONRY VERTICALLY FROM flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings BOTTOM OF WINDOW BUCK 2) SEALANT JOINT THRESHOLD shall be installed at the following locations- 5) SEALANT Z_� . INSIDE EDGE OF WINDOW FRAME WINDOWBUCK ACROSS WINDOW BUCK SECTION -A (SEE DETAIL WP02) AND EXTEND TO WINDOW FRAME 1. 1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall MASONRY ATTACHED SELF -ADHERED FLASHING finish or to the water -resistive barrier complying w th Section 703.2 for subsequent drainage. Mechan cally attached flexible flashings PER CODE 6) TOOLED SEALANT REQUIREMENTS 2 shall comply with AAMA 712 Flashing at exterior window and door openings shall be installed in accordance with one or more of the BEAD BRIDGING following. CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T NAILING FLANGE SELF -ADHERED FLASHING 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration WINDOW BUCK ALL THE WAY 1 2 4 manufacturer's instructions, in accordance Yvith the flashing manufacturer's instructions. Where flashing instructions or details are AnOUND, INCLUDING BILL. not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or DO NOT FLASH OVER 2 SEAL TOPS OF JOISTS 6 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 BOTTOM NAILING UNDER DECKING FLANGE 8 (SEE DETAIL WP07) 28 7 drairage Openings Using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods, SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING FENESTRATION INSTALLATION AND INTERFACE HALF ROUND WINDOW WP04 EXTERIOR DOOR WITH DECK WP05 INSIDE CORNER WP06 1.4 In accordance �,vith FMAJAAMA 100, FMA;AArAA 200, FMA/WDMA 250, FMA;AAMA/ WDMA 300 or FMA/AAMA..IWDMA 400. 2.2.At the inteisection of chimneys or other masonry construction with frame or StUCCO Walls, with projecting lips on both sides under stucco copings Ground 3.3.Undei and at the ends of masonry, wood or n-etal copings and sills SHEATHING 4.4.Ccirt!nLI ou sly above all projecting wood trim 5.5.Wbere exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction, 6.6.At v, all and roof inforsections. Water Resistant Barrier 7.7.At built-ini gutters APPROVED SHEATHING JAMB. SILL AND HEAD DETAIL SELF -ADHERED FLASHING F-I- Lath APPROVED HOUSEWRAP AV PATCH Sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL STRUCTALATH TWIN TRACK 2.5 Stucco AIAR 2 5 2g23 4, FLASHING AND WATERPROOFING METHODS TO BE USED. 12 MIL (min) DRYLOK EXTREME 314"CEMENT PLASTER APPROVED FLASHING TAPE 4 DOUBLE 3 .4 '\r SEALANT SOCKET WITH JOIST T8"Cerrient Plaster - TOOLED APPROVED SEALANT SINGLE WOOD BEAM JOIST BELOW SELF -ADHERED FLASHING FoundationWall, ri accoidaf ice with 7/8" Cement Plaster Al-)TIVIC926 in accordance k�ith Virt I Review Assist. Inc. S H E LASHING 4 4 Plans Revi AS-FMC926 cOmpleted and *proj Felt backed rrieta� Nr cOmplianc with the 2020 FBC liti.n .. ..... Felt backed metal by Be 'a Anne Klahr PX2300 12 .............. I acm, idance 3"MIN ... lathe n LF-ADHERED SELF- HE (4 wittiASFMC1063 lathe in accordance 4Z FLASHING FLASHI with ASTIVIC 1063 Building Paper 5 Building Paper 7/16'0 S B. sheathing Z, 7/16" O.S,B. SGS 06 02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING SELF -ADHERED FLASHING Z OUTSIDE CORNER FOUNDATION WEEP SCREED Metal sheathing EXTRUDED SHOULDER DECK JOIST WP07 WP08 WP09 Flashing J Wee.) Scrced cu Installed As Per SELF -ADHERED FLASHING 2x FRAMEWALL Manufact. Specs. -STRIP OF SAF LEGEND Maintain Z .1 CD SELF ADHERED FLASHING (SAF) -0 ------ 0-_ Botto-n of J., __Stampede or similar PRODUCTS DETAILS TILE FINISH----, cauk bottom DRAJNAGE PLANE WREI DRAJNAGE PLANE (DP) WEATHER RESISTANT Weef-1 Scrc,4�d BARRIER (WRB) joint only --BOND BREAK WRB BOND BREAK WEATHER RESISTANT BARRIER 1 112" to 2" Weep Screed WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK > SELF FURRING (SF) LATH Above Roof PLASTER ACCESSORY As Per PER THE FBC RESIDENTIAL 7TH EDITION (2020) Shealhing SF LATH SHEATHING,'OSB, PLYWOOD, DENSGLASS Manufact, Specs. V-4" PER PLAN J+ 10 Detail Instructions 0 VVTW DP WRB ONTO > V-0" PER PLAN THE VERTICAL 112" Cementitious Refer to the number marked as (i) in each detail that corresponds to the SURFACE TO TOP OF Cement Decorative Finish L. numbered Items in the list of Instructions below: FLANGE AS AN AIR in accordniic.e CL BARRIER with ASTI,V A All inside and 1 Install self -adhered flashing in order as shown by numbers SLOPE 3- 1 r2" INCH FLANGE over wooc 2 1 I'l outside comer will 8"CMU < floor Ing 2. Install flashing and weather resistive barrier to form water Shedd' need to be miter 4" OR 8" CMU -6-0 laps cut and caulked all C) (PERSEATDEPTH), 3. Self -adhered flashing can be substituted for building paper butt joints need to Z Z STRUCTURAL FRAMING becaulked using 4. Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT _STnUCTURAL SHEATHING Stampede oi- Sim. embedded in the adhesive layer) - for ease of installation and to cc THIS GAP IS A RESULT OF 0 caulk for all minimize scoring cuts W PLASTER STOP NATURAL SHRINKAGE STRIP OF SAF CL a_ 5. Remove all release paper per standard installation instructions and DO NOT SEAL - DRAINAGE PLANE VIREI CONTINUOUS BAC adhere to substrate using a square piece of flashing material (6" x 6" ROD & SEALANT DRIP SCREED PLASTIC CU- 0 UJI ACCESSORY -BOND BREAK WRB Cr SF LATH C/) Minimum) SLOPED MUD BED 6. Fold as shown by arrows uJ LILI cu 7. Angle of comer may vary, adjust folding of the flashing accordingly to fit tight to corner VINYL SHOWER PAN 0 Note: 8. Mechanically fasten as necessary SLOPE The building paper and metal lath must be cu LLJ Cement installed over the top of the weep screed. PLASTER STOP Plaster A CONTINUOUS BACKER ROD over block Z 21 46 SEALANT t floor 1S Z < I-- CEMENTITIOUS FINISH < __J L SHEET �0. SHOWER SEAT WP1 1 SOFFIT/CANTILEVER WP10 WEEP SCREED DETAIL SCALE, NOT TO SCALE WP1 so