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HomeMy WebLinkAbout6772 Back Forty Loop0 a 1 a , I ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed RA or R/A or R.A. Return Air ABV or Abv. Above FLR or Flr. Floor RAD or Red. Radius AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAG or Rag. Return Air Grill ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry REC or Rec. Recessed AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace RECEPT Receptade AHU or A.H.U. Air Handler Unit FR DR French Door REF or Ref. Refrigerator ALTorALT, Alternate FRT Front REINF Reinforcing BC Base Cabinet FT or Ft. Foot/ Feet REQD or Req'd. Required BF Bifold Door FTG or Ftg. Footing RM or Rm. Room BK SH or Bk Sh BookShelf FXD GL Fixed Glass RND or Rnd. Round BLK or BLK. Block GALV or Galy. Galvanized RO or R.O. Rough Opening BLW or BLW. Below GC or G.C. General Contractor RS, R/S, R/SH or R&S Rod and Shelf BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter SC Solid Core BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HC Hollow Core SHT Sheet CAB Cabinet HDR or Hdr. Header SHWR or Shwr. Shower CIR or Cir. Circle HGT or Hgt Height SL or S.L. Side Lights CJ or C/J Control Joint HH or H.H. Hand Held (plumbing faucet) SPECS or SPECS. Specifications CLG or Clg. Ceiling HORIZ Horizontal SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit HS Hard Surface (flooring) SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling ILO In Lieu Of SQ or Sq. Square COL or Col. Column INSUL or Insul. Insulation STO Storage COMM or Comm. Community INT or Int. Interior SW or S.W. Shear Wall COMP or Comp. Compressor KIWALL or K/Wall Kneewall SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection KS or K.S. Knee Space TB Towel Bar CONT or Cont. Continuous LAUN or Laun. Laundry TEMP or Temp. Tempered CSMT Casement LAV or Lay. Lavatory THIKN or Thik'n. Thicken CT or C.T. Ceramic Tile LF or L.F. Linear Ft. TOB or T.O.B. Top of Block D or D. Dryer LL Lintel Length TOM or T.O,M. Top of Masonry DB Door Bell LT Laundry Tub TOP or T.O.P. Top of Plate DBL or Dbl. Double MAS or Mas. Masonry TP Toilet Paper Holder DCF Decorative Cementitious Finish MAX or Max Maximum TR Towel Ring DEC or Dec. Decorative MC Medicine Cabinet TRANS WOW or Trans. Transom Window DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TYP or Typ. Typical DIA or Dia. Diameter MGT Management (room) UC or u.c. Under Counter DISP or Disp. Disposal MIN or Min Minimum UCL Under Cabinet Lighting DIST or Dist. Distance MIR or Mir. Mirror UNO or U.N.O. Unless Noted Otherwise DMF Decorative Masonry Finish ML or M.L. Microlam V or v. Valve (shower or tub/shower) DS or D.S. Drawer Stack MONO or Mono Monolithic VB Vanity Base DTL Detail MW or MICRO or Micro. Microwave VERT or Vert. Vertical DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VL or V. L. Versalam DVP or D.V.P. Diverter Valve (plumbing) OE or 0. E. Owner's Entry VTR or VTE Vent through Roof / Exterior DW or D.W. Dishwasher OPNG or Opn'g. Opening W or w Washer EA or Ea. Each OPT or Opt. Optional W/ or w/ With ELEC or Elec. Electrical PC Pull Chain WA or W.A. Wedge Anchor ELEV or Elev. Elevation PED or Ped. Pedestal WC or W/C or W.C. Water Closet (toilet) EQ Equal PH Phone WD or Wd Wood EW or E.W. Each Way PKT or Pkt. Pocket (Door) WDW HDR orWDW. HDR. Window Header EXP or Exp. Expansion PL or P.L. Parallam WH or W.H. Water Heater EXT or Ext. Exterior PLF Pounds per linear foot WIC or W.I.C. Walk-in Closet FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WP Water Proof(ing) FFB Finsh Floor Break PSF Pounds per square foot WS Water Softener FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WWF Welded Wire Fabric (Mesh) FIN Finished PW or P.W. Pre -wire FIN FLR or FF or Fin. Flr. Finished Floor PWDR or Pwd. Powder Room REV. 06.23.22 PLAN REVISIONS DATE VERSION DESCRIPTION 04/25/12 1.0 NEW BASE PLAN 06/25/12 2.0 GRADE BEAM FOUNDATION 08/11/15 3.0 2015 NEW CODE UPDATE 03/06/18 4.0 FBC 2017 CODE UPDATES &MODEL UPDATES 06/01/18 4.1 REVISED S D, LANAI &WINDOWS AT REAR 06/07/18 4.2 REVISED DINING WINDOW TO 35—SH 12/19/20 5.0 FBC 2020 CODE UPDATE E:1E:1E:1E:1DE:1L::1E:1 E:1E11E:1E71E:1E:1E:1E:1- IL 17= 114 F14 P1 rl.. 1763 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1.1 FIRST FLOOR PLAN 1.2 SECOND FLOOR PLAN 2.1 EXTERIOR ELEVATIONS 2.2 EXTERIOR ELEVATIONS 3 ELECTRICAL PLAN 4 ROOF PLAN 5 FOUNDATION PLAN 6.1 FIRST FRAMING PLAN 6.2 SECOND ROOF FRAMING PLAN 7 LINTEL PLAN AND DETAILS SIN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS S6 DETAILS ST STAIR DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS D2 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS SH1.0 HURRICANE SHUTTER PRODUCT APPROVAL SH1.1 HURRICANE SHUTTER PRODUCT APPROVAL SH1.2 HURRICANE SHUTTER PRODUCT APPROVAL SH1.3 HURRICANE SHUTTER PRODUCT APPROVAL SH1.4 HURRICANE SHUTTER PRODUCT APPROVAL SH1.5 HURRICANE SHUTTER PRODUCT APPROVAL MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safetyand ventilation of the building and thereby shall not be responsibie for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. c•� cv 0 N vs cV � o Q O NJ P � an ,1110 m X = �o d F t C � 3 � is d d a � c o ca �, N Q- c E o o. c, 0 N a N Cc o C M N N 0 �b'S0!d .•e� C'ri 7 -� i i.. wIle ' L C: •+•`. ; "�' �:? ����, %3 ' ',,� ``', �aYi 1•i60 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 W Q a E O (h m N V p� °' # # W LL 0 = Lo N U) I-- r- u. M a a w dcmv w -o : Y a C13 LL U- U z Z mc�' 0o �_ oX W_ Lu 0 W t204Z < Z J Z ,L w to 04 N � Z Z OU ❑�❑ Z W U M o z � z o � J d N N m zC1 k9 0 � a-1 t'LS cn w O w $ N to CL i- U_ U rL E8 , r z� U 1 Q ¢ 8 t� o M W Z ("! Z O Z LL- ce Zo g Z}M ¢ o Q a p V w z® (6 H ro '0 gg W tt 0o CO �E ¢� O4 ZCD r6 wowZ X� c3 ro ¢z a~Z U mo Z Z m J m F aw �Z S 8 z' N a 8 K no RZ W A N w w w� E10 ;o o v zl< 0 3 0 `O = > Ln J O rn m ca M N o L ) .� Cr o N +a O O ILL Y ca N O m N L0 CD o Z m Z E CD M 0- E U JQ p JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. C S 0. BATH BATHROOM VARIES, 2" LESS THAN CABINETS BELOW MIRROR � 24" TOWEL BAR w ON WALL ABOVE H > TOILET TOWEL BAR ON BATHROOM WALL /7// MEDICINE CABINET w TOILET PAPER r HOLDER C r MM M N,1 TEMP OBSC o 0 00 0. BATH 0 i KITCHEN NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS S SHWR. SHWR. CURTAIN HEAD ROD 5 TOWEL BAR IN TUB OR SHWR. ¢ -f3 8 a SHWR. ® 0 VALVES = 60 SOAPzo &D(� 9 DISH O U 4 To BATHROOMS, SHOWERS AND TUBS DOUBLE RODS i0 b VARIES PER FLR. PLAN SINGLE ROD CLOSETS/LAUNDRY TYPICAL HEADER HGT. KITCHEN 42" H UPPER CABINETS----, 36" H UPPER CABINETS 16 FOR LINEN 30" H UPPER J FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT ¢ BRACKET 36" H BASE pOp FINISHED CABINETS - COUNTER TOP 30" H BASE o CABINETS• co � LL rn a `O O 2X 4 T 6? FRAMINC M 1/2" GYP �? BOARD- FIN.PLR. �. SHELVING N I M I fV I I I N ISLAND COUNTER CABINET BLOCKING 0 2- owl •■ -------------- LANAI 8'-8" FLAT CLG. A.F.F. 9'-8" I I I I I I I O I HB I 6068 SGD -- BRKFST. V-8" FLAT CLG. iv TILE co FF 68 �I I I p II 1 L__JII • LU W I O I Z I 11, I cn z I I KIT. I I II 8' 8" FLAT CLG. R I I TILE I • I U - W IX PLUMBING LINE k I I 25'-0" 13'-4" 1'-4"X1'-4" "L" SHAPE CMU COLUMN 10'-4" 5'-0"11 b J TYP @ AC PAD 'oo S6 2-STORY O 35 SH 11 .__. ALT I I I I AC PAD I I 'F DINING • 8'-8" FLAT CLG. � O CARPET B N • J S6 TYP. @ - 2-STORY °0 • = GREAT RM 8'-8" FLAT CLG. CARPET • TO SECOND 5'-4" 1 1 X-0%T-0" "1 8'-4" 2'4" 4'-4" 111 FLOOR I L U? (3) 2x4 #2 SPF 1/2 WALL = (K) STUDS W/ (3) OR RAILING L o I I 16d NAILS AT PER SPECS N • o = BASE _ _ FLOOR G.T. I I I I II I I I I I A C0 io 1 12608 7 1 I 1 I 1 1 1 11 1 1 1 1 I UP W D c�� I I BF I I 1 I I p • 8'-8" FLAT CLG. I I I I I I I II I I I I OPEN _ TILE 116 115 1 11 1[1211 1 18 171 111 1 I I I 1 q S3 L _ L TO ABV. • SHEAR WALL � FLOOR G.T. (3),2x4 #2 5PF' • EDGE OF SLAB 2' STUDS WtUSP w F- 06-4 B YOND WALL - HTT16 @ BASE W" 4'-5" 7'-3" 7'-0' 2 p Ir BUILDER TO PROVIDE Q FOYER >- - W • APPLIANCE PROTECTION S4 Q C 8'-8" FLAT CLG. w VO ? WHEN REQUIRED PER FBC H1 S3 TILE � J m p z O W/ USP L TA18 STRAPS • • (CENTERJD) EACH SIDE OF J U Q WALL TO LOOR TRUSS = oo D I I S6 -J U ABOVE 16" O.C. U) o I I u- O J M I I @ LU GARAGE = w 2-STORY LL 2-STORY w � U)m � uJ 8'-8" FLAT CLG. A.F.F. io Z O � I I CS!" �' ENTRY ' ' °° C. Q 8'-8" FLAT CLG z AFF I I oA--------------------------------� II 10 S3 I I I I I I I I TYP. @ I I SINGLE • I FLOOR G.T. I •-------- - - - - - - - - - - - - - - STORY • j 8"x16" CMU COLUMN I _ I W/ 6"x12" ABOVE I N I I 12"x12" CMU w/ (4) K INTERGRATED INTO I I #5 VERTICAL HB I S4 TYP. WALL W/ (2) #5 1 GARAGE VERTICAL -I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 16070 OVERHEAD DOOR O 16-0" 1'4' 4'-8" '-011 18'-8" 6'-4n OPENING PRESSURES ENCLOSED - EXPOSURE "C" AO +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 DE +26.6 / -29.1 OF +26.6 / -33.5 GO SEE SN SHEET HO SEE SN SHEET wag 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 1812 X 25 S.H. 13 20X381 181X37 S.H. 14 20 X 501 181 X 50 S.H. 15 20 X 63 181 X 62 i S.H. 16 20X72 18IX712 S.H. 1 H2 27 1/4 X 26 26 X 25 i S.H. 1H3 271/4X389' 26x373 S.H. 1 H4 27 a X 501 26 x 50 S.H. 1 H5 27 J X 63 26 X 62 1/2 S.H. 11-16 274X72 26X711/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 i 361 X 37 3/4 S.H. 24 37 J X 50 i 36 J X 50 S.H. 25 37 J X 63 36 2' X 62 1/2 S.H. 26 37 a X 72 36 z X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 4 X 25 J S.H. 33 54 X 38 J 522' X 37 1 S.H. 34 54 X 501 52 2' X 50 S.H. 35 54 X 63 52 2 X 62 1 S.H. 36 54 X 72 52 J X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 314" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST LIVING 728 S.F. SECOND LIVING 1036 S.F. TOTAL LIVING 1764 S.F. LANAI 60 S.F. GARAGE 379 S.F. ENTRY 62 S.F. TOTAL SQ. FT. 2265 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) FIRST FLOOR PLAN - ELEV A n 0 C" !V c 0 d >• W o s U L1 Cq O_ _ C a C\I m x r.+ C LL d N O i (A -0 CV � W C cc C4 Y 3= d d aw � 3 � m 3 �- i C O N & O �E CJ a CJ 0 M 0 N O ,x 'C y °°i,• � %r. r.� ^, 1. t= .°�'� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W F oC) co fQ N IF ti N Lo ii 6 0 m93 ,• LL LL I» (n r Z L-Z W N ymv a w ° a a JLL LL CIL z z �0 Z L @ Y 0 m W Q 7 � CV� V7 �� Q 0 Z W o Z < N Z U C H O ❑❑❑ W c� z N M z $ z Q M f� w U 0 w s ) Ly N � I v I = U W J E t 4� moo' U � • s�o o Z co _ U- a ¢ z z o zo o0=® >o a_a - Vco H r0 p C CD E x� O ¢ 10 WM UO U z d � ao 0z ¢w Cn C � i y U m0 oz Z m Q1 J m a w �z � $ 0. Og as W T O 2 M Y0 a Z N 2F m QO¢ V-K 'Is o ch wa I ;a a za UOP �C:) > Lo J O B L Co � N C LO Q Cr 0 N m p ~ a-+ O LL lid M U M C:) m Ln N T Q r O mE ce) Z Z N E O d c E U 4J a � Q p JOB NO : 23-02469 SCALE : AS NOTED SHEET NO. 1.1 SIN rTN CONT. HANDRAIL RETURN TO WALL DETAIL �A /SCALE: N�- 3/4" PLYWOOD DECKING---, FLOOR SYSTEI C0114* MIN. (3) 2x STI @ END OF LA BELOW HDR. STANDARD( STRINGERS SIMPSON A3 MP34 CLIP Ti FLOOR SYS1 LANDING FIR, (2) 2x H REQ'D ( LANDIN STRINC CONNE STAIR CALCULATIONS: TOTAL RISE = 10'-0 3/4" (16) RISERS AT 7 -9/16" 10" TREADS w/ 3/4" NOSING 42" KNEE WALL WITH 1x8 CAP & CASING USP MP3 CLIP EA. STRINGER TO BEAM/ FLOOR SYSTEM TYP. 16\ 15 36" H. CONT. 14 I 13 o RAILING I 12M I � I 10 I 10\ 1 x TREAD � \ i U-) (TYP.) 9 1 00 STORAGE 8 1 UNDER 7 - STAIRS 6 2x FRAMED 5�� WALL 4 1x RISERS (TYP.) 3 2 2x FRAMED (3) 2x12 WALL STRINGERS 2x4 #2 SYP. P.T. THRUST BLOCK W/(2)- 1/4 "x 3 1/2" TAPCONS @ 16"o.c. AND 3" FROM EA. END. TYP. STAIR SECTION SEE PLAN FOR LANDING DEPTH SCALE: 1/2" = V-0" 1 PLY SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES 2x8 #2 SYP JOISTS @ LANDING @ 16"O.C. w/ SIMPSON A35/USP MP34 OR LUS26 HANGER ON EA. SIDE MASONRY OR WOOD WALL, SEE PLAN 2x8 #2 SYP (P.T. IF MASONRY WALL) CONTINUOUS LEDGER w/ (3) 16d NAILS @ 16" O.C. MAX. TO EA. STUD. ((2) 1/4"X3 1/2" TITENS @ 16" O.C. MAX. FOR MASONRY WALL) GENERAL LANDING FRAMING INFO. SCALE: N.T.S. 9'-0" MAX LANDING LENGTH 42" KNEE WALL WITH 1 x8 CAP & CASING 0 1 x8 CAP & CASING 0 in v 1 TYP. @ �D:,:' CORNERS 6 = H� D2 T O 00 SIM. W/ (1) MSTAM36 STRAPS @ BASE TUB/ SHWR TILE TO 7' A.F.F. H1 6 N D2 O DRYER VENT THRU SIDE WALL- ) J v HANSON BOX @ 36" A.F.F.- WIRE SHELF @ +54" A.F.F.- TYP. U.N.O. 3 D2 SIM. W/ (1) MSTAM36 STRAPS @ BASE 140C REV 10.1.20 CAB EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 2x6 SYP #2 16" O.C. * WHEN THE TOP OF WALL IS GREATER THAN 9'-0", THEN AT EACH EXTERIOR CORNER WITHIN THE 4'-0" END ZONE, THE STUDS WILL BE DOUBLE STUDS @ 16" O.C. OR SINGLE STUDS @ 12" O.C.' THIS /S ONLY USED WITH PLASTER OR STUCCO EXTERIOR FINISH ** WALL SHEATHING 15132" EXPOSURE 1 OR EQUIVALENT. REFER TO SHEATHING SCHEDULE FOR ATTACHMENTS- - - - - - - - I 125'-0" I I I I I H1 I 6 I 1 125 H - TB GRESS* 60 X 36 SHOWER O FIBERGLASS SURROUND TP 0, BAT 2668 068 8 0 FLAT G. li BF t rn TILE 4-SH - R&S �i - - - - - - 1 81 0" FLAT CLG. r 20684„ to 1 CARPET o I 1 ACCESS, cr L--------R&S--- 909 O P - [73-0-3- BA 2 00 8'-0!' FLAT CLG. - TB - TECH CENTER D 5068 BF LAU N 8'-0" FLAT CL( TILE 0� 00 9'_2° 7 H1 0ED O J B 3 TYP. S6 N.O. 25 ISH 11 EGRESS* OWNER'S SUITE 8'-0" FLAT CLG. CARPET G.T. - - 15'-8" BEDROOM 4 D 8'-0" FLAT CLG. CARPET -6 0 1/2 WALL OR RAILING PER SPECS >/ 2668 1 r-A" II 5068 tEBEDROOM G.T. _ 1 V-6" - - 21 V-2" - - Y [BEDROOM 3 2 8 0' FLAT CLG. 8'-0" FLAT CLG. CARPET CARPET EGRESS* EGRESS* I 25 SH 25 I e (W)o 22 39I H1 D1 D1 JAMB STUD OVER I I ENTRY TO BE I I CONNECTED DOWN ---------------------- I PER DETAIL 6/D2 HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE e (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 71/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED '* SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 2x4 #2 SPF STUDS @ 16" O.C. TYP. @ 2nd FLOOR EXTERIOR WALLS SIM. W/ (1) MSTAM36 STRAPS @ BASE E"w SIM. W/ (1) MSTAM36 STRAPS @ BASE 0 ie OPENING PRESSURES ENCLOSED-EXPOSURE"C" +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 O +28.3 / -37.0 �E +26.6 / -29.1 OF +26.6 / -33.5 GC� SEE SN SHEET O SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18X25 S.H. 13 20X38a 1812X37a S.H. 14 20 X 50 s 1812 X 50 S.H. 15 20 X 63 181 X 621 S.H. 16 20X72 182'X71 S.H. 11­12 27 1/4 X 26 26 X 251 S.H. 1 H3 27 1/4 X 38 a 26 x 37 S.H. 1 H4 27 J X 50 a 26 x 50 S.H. 1 H5 274 X 63 26 X 62 1/2 S.H. 1H6 271X72 26X711/2 S.H. 22 371X 26 36 2 X 25 1/2 S.H. 23 37 IX 381 361 X 37 3/4 S.H. 24 37 a X 501 36' X 50 S.H. 25 37 a X 63 36 � X 62 1/2 S.H. 26 37 J X 72 36 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 2'WIDE S.H. 32 54 X 26 52 X 25 S.H. 33 54 X 38 8 52 � X 37 J S.H. 34 54 X 50 g 521 X 50 S.H. 35 54 X 63 52 J X 62 i S.H. 36 54 X 72 52 1 X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. Stair and Railing General Notes Stairway construction shall conform to the FBC Residential 7th Edition (2020) sections R311.7, R312 and R302.7. Riser height: The riser height shall be not more than 73/4 inches. The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Tread depth: The tread depth shall be not less than 10 inches. The tread depth shall be measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Winders: Winder treads shall have a tread depth of not less than 10 inches measured between the vertical planes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a tread depth of not less than 6 inches at any point within the clear width of the stair. Nosings: Nosings at treads, landings and floors of stairways shall have a radius of curvature at the nosing not greater than 9/16 inch or a bevel not exceeding '/: inch. A nosing projection not less than 3/4 inch and not more than 11/4 inches shall be provided on stairways. The greatest nosing projection shall not exceed the smallest nosing projection by more than 3/8 inch within a stairway. Handrails: Handrails shall be provided on not less than one side of each continuous run of treads or flight with four or more risers. Handrail height measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope, shall be not less than 34 inches and not more than 38 inches. Handrails for stairways shall be continuous for the full length of the flight, from a point directly above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends shall be returned or shall terminate in newel posts or safety terminals. Handrails adjacent to a wall shall have a space of not less than 11/2 inches between the wall and the handrails. Grip -size: Handrails with a circular cross section shall have an outside diameter of not less than 11/4 inches and not greater than 2 inches or provide equivalent grasp -ability in compliance with Section R311.7.8.3. Guards: Guards shall be provided for those portions of open -sided walking surfaces, including stairs, ramps and landings, that are located more than 30 inches measured vertically to the floor or grade below at any point within 24 inches horizontally to the edge of the open side. Required guards at open -sided walking surfaces, including stairs, porches, balconies or landings, shall be not less than 36 inches in height as measured vertically above the adjacent walking surface or the line connecting the leading edges of the treads. Required guards shall not have openings from the walking surface to the required guard height that allow passage of a sphere 4 inches in diameter. Under -stair protection: Enclosed space under stairs that is accessed by a door or access panel shall have walls, under -stair surface and any soffits protected on the enclosed side with 1/2-inch gypsum board. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shalt be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST LIVING 728 S.F. SECOND LIVING 1036 S.F. TOTAL LIVING 1764 S.F. LANAI 60 S.F. GARAGE 379 S.F. ENTRY 62 S.F. TOTAL SQ. FT. 2265 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) SECOND FLOOR PLAN - ELEV - A SCALE: A"=V-0" N 0 N N cr_ ar o Q o "" C C4 9°°x +. cL.L.a N 10 C r N y O t0 Q r lV Y as �, E L c d C� Q V u d c � T N a- c E a � 0 M 0 N O M O 41 Al _ ;jig. ah '3L9�t To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. WV E o Q O M m r v N N O 5 _ �, J G C-, y W tnr-r4. V L W 0 My a a �ILL a Z 0 Z @ v t _- o 0 yi Ogn� ¢ m NZ�GW z N Z Q �U 2 ' IL aW 0 to r N V ❑❑❑ . Z - M W M . z N M o� Z W N z o� Q 13 U) N � o 90 , u- Tl p p U 0 L." 8 (n ry y �� in c W J r- E _ $ c� 8 . rn Q N co0! m w M Z : �O <� a a 0 F ❑LL =0o a _� o � U pa �Z Z A3 ' L ¢0 w g WZ 0Zlla mwZ 08 z W �� W � o � w <x CIS ;o v � 01 a 3 oO = 12Lo J C� q °' m B N o V) .-. Cro J CN 0- / )^ U Um 4-' O LO _ 4-1 O LL r%_ co o O -0 m N L0 N T Q r ^C14 o m (D iri M o Z Z E O M aU E _ ¢ p _J JOB NO: 23-02469 SCALE: AS NOTED SHEET NO. 1.2 ril ) I 1 1 r 12 5.01 FIBEREGLASS SHINLGE INSTALLED AS PER MANUFACTURER SPECIFICATIONS 2ND RAISED BANDS OR FOAM PER COMMUNITY SPECIFICATIONS - - - - - - - - - - - CJ / WEEP HDR. ---- —-------------------------------- — — TEXTURED a a a o a a F=7 v CEMENTITIOUS a FINISH ON CMU (TYP) � El El Ll- FINFLR--- FRONT ELEVATION - A SCALE: 1/4" = V-0" 12 FIBEREGLASS SHINLGE INSTALLED 5.01 AS PER MANUFACTURER SPECIFICATIONS EXTERIOR PLASTER ON FRAME 9'-0" RIDGE VENT 12 CJ 25-SH CJ 4.01 CJ/WEEP F- TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) TNI -SCORED STUCCO T CV d- CV 12 14.0 RIGHT ELEVATION - A SCALE: 1/4" = V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **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. txterlor uovering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 e� c� N= 0 C" a N y ua o� a .r a 0 a� !Q �. a N f0 d d •d C = G yd CC v ' 3 io d d� � v d � � T a c � a� 0 M 0 N O M 0 No P 75' -•• STATE CF ' QJ� `U ��i CC c� •:' 0 I? °• ''`, Pj�l1 tiff+'. •',y,� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W Q O N N V pa IT(anj W1�. LL� r` T:?iK LwJL W aM yaa J LL -a rDo 9 o fx aZWZZ j(N m J 020, W IL LL Z coZZ,N Z My H Z U ❑❑❑ ZO W z N � z 11 C. z o U) v J — d � Qxj a U 0 W g C U �- s � 8 z� U o � 401 .0.4 o w C _ Z ri C N C d O Eni zo Z g O F Q >� o Z p a H r6o CL �0,Z 00 Z o ro <= wZ in ro `z mo ZJ ¢ Z 8 g g8 a W T C) �� N r �� o wfZ - ;o Mill!Cn v zl¢ a 3 En >Lo J O rn m co :3N a Ln _ Q Cr $ CN a. (n o m N o Ln CIO O co N coN LO 04 �..� Q ^ O T ci m 3 M o Z Z E O N N E U a Q p � JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 2.1 l ■ L _ 12 5.01— FIBEREGLASS SHINLGE INSTALLED 4' OFF RIDGE VENT AS PER MANUFACTURER T SPECIFICATIONS 12 FIBEREGLASS SHINLGE INSTALLED 5.01 AS PER MANUFACTURER SPECIFICATIONS 12 ®®® EXTERIOR CJ PLASTER ON FRAME 25-SH 25-SH 12 FLASHING 14.0 ---- ---------------------- CJ/WEEP TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) 35-SH I----1-------------------------- L-J- REAR ELEVATION - A SCALE: 1/4" = V-0" 9'-0" RIDGE VENT FLASHING 12 -------------------------CJ---------------------------CJ �4.0 CJ CJ/WEEP ---- 1--nl I _ B 1 ----I--------J—1---------------------------------------------------- L------------------------------------------ 1---FINFLR TEXTURED CEMENTITIOUS FINISH ON CMU (TYP) 00 00 go to LEFT ELEVATION - A SCALE: 1/4" = V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **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. txterlor covering R703.7 Exterior Plaster. Installation of these materials shall be in compliance with ASTM C926 and ASTM C1063, or ASTM C1787 and the provisions of this code. R703.7.1 Lath. Lath and Lath attachments shall be of corrosion -resistant materials. Expanded metal or woven wire lath shall be attached with 1-1/2" long, 11 gage nails having a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in accordance with ASTM C1063 or C1787, or as otherwise approved. (Refer to sheet SN1 for the engineered method for Lath attachment.) Lathing Accessories Attachments shall be of corrosion -resistant materials. Wood Application: 16 Ga.x1-1/2" long (3/4"-1" crown) staples @ 6" O.C. vertically/horizontally into the framing members. Masonry Application: Concrete stub nail, 3/8" (10 mm) head dia. min. @ 6" O.C. vertically/horizontally or compatible adhesives, exterior gun -grade, construction adhesive with 1" dabs @ 6" O.C. or in a semi -continuous bead between the solid plaster base and the solid portion of the key attachment flange. Control Joints: Install control joint lathing accessories in conformance with C1063. Lath shall not be continuous through control joints, but shall be stopped and tied at each side. All accessories shall be in accordance with the latest ASTM C1063 & ASTM C1861. R703.7.2 Plaster. Plastering with cement plaster shall be not less than three coats where applied over any type of code -approved lath and shall be not less than two coats where directly applied over masonry, concrete, clay brick, stone, or tile. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided total thickness is as set in Table R702.1(1). Cement plaster shall be in accordance with ASTM C926 and material shall be in accordance with one of the types listed in R703.7.2. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. R703.2 Water -Resistive Barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry construction with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersection. • At Built-in gutters. Coastal Flashings All flashing material for coastal locations (ex: within 3,000 feet of the ocean) shall be corrosion resistant material (ex: zinc and/or stainless steel) and shall be selected for compatibility with adjacent wood preservatives per the manufacturer's recommendations. REV. 09.24.21 M C%J c N ow C" c 0 c� .tl W cc E�o a� O y R O y O <O 04 E c - d�=a r� � • 3 �o 10 ._ V N 7 � y G c >_ o G U i w M N O N O M 0 `y`�itt,tt+t'faFfe ���,t F� ; � ,= �'� : ; •-. °pia �`✓ JUG^'' j •'J� , �•. S T A T �: F : 4-f s �r�.• ll ` ,�r,•r.�% S;,, ,.•• ��� .,� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seat. W a O N 8 N V O 7 - - lJL (n r r�L LL W tl) a 04 v a Ul d Wa Z MLLIy Z z oo mc� t co 0 o d z (0IL W Z LL N H Z H rV O U ❑j]❑ Z W V M � z =W o z m z o v J t/1 M Z -� c9 0 � a--+ LU V � 0 ,, s 1-n c LL, W � J E L I I Q Y - 46 N m � W M J 0 � Z � E �o o >m z p 0 E U ou z z® pa FIT n7 o E O a F 00 o 0, CO ro ai t az S wZ CA) ¢z a W ° oo Z m J W Q f ¢w Z oM 1 go W T ) aM az f/] rWr F F m o0 .� W X O O Mill! M v � n zlFi ° 3 °O > Lo co c� Co N o Q Cr 0 Co _J N M Y M O C m 04 LO N T Q 04 T O m L 3 CO CIO o E O N >v E ai a U � Q -i JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 2.2 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. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16"AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2"AFF 2. All trim plates and 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 Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance With FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET FtF DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET POF HALF -SWITCHED DUPLEX OUTLET I� SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH � 4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PB PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) I e USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH L J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR T J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 150AI200A INDOOR PANEL CENTER #14 to lights & outlets NEMA 1 b #12 to appliances and GFI 150 AMP/ 200 AMP b #10 to WH 1111 #8 to Range 01 #6 to HVAC 7 200 amp 150 amp UNDERGROUND las SERVICE BY POWER CO. --- INTERSYSTEM BONDING TERMINATION PER 200=4/0 in 2" Conduit 4 Bare Cu Ground NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS— DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS— U.C. OUTLET SWITCH FOR DISPOSAL SPEC 3 & 4 KITCHEN SCALE: Y4'=1'-0" LANAT---- I A A I I \ /j> I I '07 I AC PAD WP WP `�\�'� I GFI DISC. GFI I I p� �. - - I BRKFST• DINING LIGHT AS PER ` / SPECS 5'-0" - - - LIGHT AS PER SPECS • 4 _ - PENDANT / GF LIGHT PER �11 SPECS GREAT RM • ��I I GFI I o GFIII �% U.C. OUTLET ROUGH -IN f El FOR OPT. I o I IGF I G FAN/LIGHT - , I I SWITCH FOR 1 OPT. CLG. FAN/ _ GFIi DISPOSAL / `LIGHT PRE -WIRE - - Cl) ` \ _ I LU _ 'GFRPM/I I I \ 1'-i0" I I / � I I 3 / 1 _Af E-11 T L S 1 1 1 S 1 1 HI N I I I I I w -- Df� I I I I , I I / I I I I I I I I I II I I - ,DIV 4F GFI @ 44" -FLYER - W.H. / ' A.F.F. - I � J IZ LU y o_z 0 - GARAGE t}i \ LIGHT AS WP I WP IX LU PER SPECS GFI GFI . > w / - � I ,,GARAGE 1 GARAGE / v GFI I ENTRY -------------------- --- I IRRIGATION GFI ' I-------- @44"A.F.F.-------- - I 1 I - I I I � I --------------- ------------------------------,Z COACH LIGHTS \ OR PREWIRE AS / \ ` _ PER SPECS I( �I II ALT II j I AC PAD I j I� �I RECEPT. FOR ALARM SYSTEM PROVIDE PHONE / CABLE AND OUTLET AT TECH CENTER --- F--------------------I I I I 1 I I I I I I I I I I I I I I I I I � I I I I I I I I I I I I I I I I L------------------------------------ J " VTR 3" VTR lll� ­Ij1, I �I I I I I I I I I r� 3" VTR III, I � I I I � I I I I I I 3" PLUMBING RISER_ SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER ELECTRICAL PLAN - ELEV - A SCALE: Y4 t=1'-0" :•M7 C% N C" c� v 9 W tV o L C lC Ll M N m .� cLLa N O i gn O !V L y o Q 61 N Y == 3 as m u a tv m 3 L .°' w m y c� c � m c a � M O N M 0 PJo F'E' SJ � a C'. STA`i E F :4y' �Z: To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. M ... n W O E N 2 1N m vv ON 04 (p y C J g1 ° 0 � 4h U- M a. w a. g Z _Z C ccV O 0 1133 0 0 ai 2 in LUI Q Vj W �2�rn d K z Z ti o Z `� M Z to F- IL N O U ❑�❑ Z W 04 Q z N S z z o Q J — a M to z 11 1J N W � 0 a U -� o W $ c LACn W J U o c to N 0 Q S� o M C"> p Z 4 o �o >o < 21 0 E �� of z® I— ro `<1000 �o �o o E CID �< g� Z ai wo �o �� _ � cn � <om0 �¢ OU w o � ZF Z m J y o ¢ Z. ZZ Fm °o g o W a 3 <o Ww m r— VM iI< a � C > Ln J m 0 0 CL N ^ N 0 v, �7 m +� O Ln ..� 0 � M U ce) o 04 m N Ln r Q r � O m �' y CM o Z Z E O co t° m E v c U � a � Q p JOB NO : 23-02469 SCALE : AS NOTED SHEET N0. 3 ZONE-2 ATT I C SPACE I a I 60 SQ. FT. I y'Q ° -0" 7 I 4:12 SLOPE 4:12 SLOPE41 �I o 1 I� W a O U) � I I N 4'-0" OFF RIDGE VENT I I h Z w 5:12 SLOPE 05:12 SLOPE W 9 I ZONE-3 LJ I I ATTIC SPACE I I 1071 SQ. FT. I I I W U) I a 5:12 SLOPE Q 0 y�A rn 04 I� ZONE-1 w ATTIC SPACE 97 SQ. FT. CN T L------------------�j ATTIC VENTILATION CALCULATIONS - A ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN, of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 0.0 0.0 Floor 97 93 13 47 3 23 0.0 0.0 0.0 (Zone 1) Main 0.0 0.0 Floor 60 58 8 29 2 14 0.0 0.0 0.0 (Zone 2) Upper 9.0 1.0 Floor 1071 1028 147 514 37 257 273.0 (Zone 3) 135.0 1 138.0 '"NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. ROOF PLAN — ELEV — A SCALE: %4"=1'-O" c cm C cv := ac d LU ' W C R V CV m X r = {.L a +!+ R O N O N t to d O E L C C1 C3 r Q R d 07 7 •— C+ W d C O cr- .R c E R o 0 N O N O O gt JZ Pf+i rl) ;. �0•, ds 'fir"5,if95i:, o To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. to O N U LoF" p oEoo :,W)C -' 0 � ) N C u; a. li a WLLLL 13 nW. 4 U o z tCO o i0—.6 Z ILW�0i 0 Q� a z w LO N M Z U u t=- z O U ❑❑❑ W C9 z N O z � z o � Q� M N ''znn O V O 4--J�� W N 0- M _2 0^ w s I r_, N N �= r U � W J L U I z U o us � Q 'o • s�o Q M M Z o w z i a o zo >2 on- Z 20 `D = O �a <o w o U �U x ww X� z cn C `z a m w mO z oz < W J 15m Qm �z W�� ?{ wLL 0-° z 50 Nw m wLL �- � Wa Uj C7 r ao IIIIIIIIIII� �O 0 = ` >� J m M ns co N o LID N Q Y o � o J N 4—coa0 LO 0 Y M O N m N LO CD M o z N m a E c� 0 ¢ o Q JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 4 WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN — :2i co CONTROL JOINT DETAIL SCALE: 3/4" = 1'-0" . •''j r "': #5 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. �.. .. `*Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = 1'-0" o PLUMBING LINE O SECOND FLOOR I A co 0 c� 00 60 q M 2'-0" x 2'-0" x V-0" W/ (3) #5's E.W. J TYP. @ 2 STORY A S3 U) TYP. @ '- SINGLE STORY O M HB 1'-8" 10'-011 1'4" 1 T-4" 11'-4" L H I 1_4111 4. I I I I r 25'-0" 13'4' 2'-O" x 2'-0" x 1'4' W/ (3) #5's E.W. NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING T-1Oil 5'-2" 4'-8" q 1 AC PAD 11I ALT II II ------- --------� ------------------- I� II AC PAD II 3 II '7II OVID 1-1/2" RECESS S6 TYP @ II �`__ ;r ) I R SG DOOR. REFER 2 STORY HVAC CHASE I' MASON'S SCOPE BASED ON I ■ RWIH LOCATION I - 11 I III o o INDICATES FILLED CELL j j Cl) T I W/3000 PSI CONC. GROUT i t r FROM FTR. TO BEAM W/ 1#5 J. _ _ REBAR_VERT. ABOVE SLAB. TYPICAL @ ALL PLACES SHOWN HOOKED FTG. I _ DOWELS 17" EMBEDMENT r— - - fill, W/ 25" EXT. ABOVE SLABGRADE 40 STEEL"I I1 III 1 I I • o aII II � II II I Y II I 11 rn I Z_El I I 11 jlj 3Y2" MIN. 3000 PSI CONC. S4A�B I 00 'T I I FOR HERNANDO COUNTY ONLY M I0 111111 I I 3Y2' MIN. 2500 PSI CONC. g41AB OVER I 6 MIL VISQUEEN VAPOR BARRIER � _ C.J. 54" 15'-4tt 11 I • 11 I '� '�- r 0'-0" ELEV. I I I CD ------_� FIN CONC. SLAB( I I ``' • o I 11 I I 113'-0"xT 13i'x1'-0� 2'-0"x2'-0"x1'-0 10'-7 1/2" _ " 14'-5" I 1 W/ (4) #5 E.W. / (3) #5 E.W. o ■ L- I------- j CV) r- ---- - - - - - - - - -- ---- - I ■ -3 1/2" 4" STEP I 00 I C DOWN ��1 I S6 M � 17'-1 " S3 MIN. 10j' 61_411 � 50 TYP. @ I O K 2 STORY 1_PII I I S3 I I 1 ■ (BUILDER TO PROVIDE Uj (APPLIANCE PROTECTION a I WHEN REQUIRED PER FBC 1� OJ 1 9'-4" 91-4" ■ —i— - - C.J. - —a-- -_ - - ■ I o I I N I I 1 jI 2'-6"x2'-6"x1'-0" I W/ (3) #5 E.W. ■ (2) #5 VERTI ALS j I W/IN FILLED ELL ---,,,,"A I S3 I S3 L------------- ------ ----- --J • 16'-8" 18'-8" 25'-0" • RECIESS FOR FRT. DOOR j 'RO IDE 112" x 91/2" I I I of Ib 2tt� �tt T R�1 t� :1 1 N 6 4' 0 1 00 It TOP OF CONC./ PAVER TO BE 4" BELOW FIN. FLR. L S3 a, TYP. @ } ENTRY 0 Z Z - O O O N 0 Lo 3'-0"x5'-0"x1'-0" W/#5@8"O.0 E.W. . Z 0 1.— O ,O LL FOUNDATION PLAN — ELEV — A SCALE: Ya"=V-0" e+7 N O CV C c c CP 17 W Q o � s� c w c.a C14 omx aL 0- cc O t Q Y dC =� T" 3 ea cca,d-12 W i y O y d- c � av c'M 0 N O CD rs S i o { t_tY F • ` �� Al To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. M 8 Q o E Scj cj N o e,_ F O � In N ak " LL , 0 N N O 0yMv LL d W a LL LL w a LL z Z Z r OR W U) J r z Co LLll Z 'n M Z � N U Sn F O U Z ❑❑❑ W z N z z ti J - d � N ch N z c.9 0 (1) u- 4 V] c' V OLL,o tl') C N YZN Enr'Q J — W s aimW L U Q C y d a °° N • Ot o M w E E �o os >� <o n o U w? Z® oa C1 �o o E= d Q O �Z Z a C `z oiy mo �z ZF Za OQOaw 0� o ZZ go t7 oLL a mW W T m < p 'aLL _ r- r`; j= � 0 J o v LU °zla �o a� ° 3 c O Lo c� L- r-- co N o .-. Q a- ° N LO m o O U- r M Y co M O m L0 N T Q 0 T E M Z M z y E O M °� a U ¢ p JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 5 TYP. @ A LOW ROOF 00 TYP. @ CJ4G CORNERS 1 CJ2G CJ2G D2 2 \CJ4G CJ4G D2 2A1 _ GL1 Ttr — II LL II — LL II II II S6 TYP. U.NO. TYP �— — _ FFL M II FL9 R II A FL9 II II (2) �— _ _ T J LL — SPAS — (CENTERED) EACH — — OF WALL TO FLOOR SUAB C — — — Q TYP. A T U.N.O. _ ��— _ _ (2) 2�2{ — 1�'T Tr — A FL5 T� 1 r-2, S5 DZ @ SIM. � I II II II II II II 39 II I o 1 M CONNECTIONS S5 3B 3A zi SIM. @ CONNECTIONS TYP. A U.N.O. TYP. @ A SINGLE S3 STORY 00 J U- ALLOWABLE RSH ENCLADD CLADDING W NDFPRESSURES AND SUUCTIIONPER ASCE 7-16 ROOFIS GN FOR MEAN ROOFOHEIGHT 5T 5 ftND VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH :XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) () VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 10 GABLE -38.22 -38.22 1 -60.99 1 -60.99 1 60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): r ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: O 0 SHINGLE: 7/6" EXP. 1 e%) or tV32' EXP. 1 (31/16) r TILE: 1%2' EXP. 1 (3�116) NOTE: _ 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %$' x 0.113") NAILS r 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN'%2", SHEATHING SHALL BE FASTENED a WITH ASTM F1667 RSRS-03 10d (2Yz" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=oft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O,C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. 2x STUDS @ 16" O.C. w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON 2x BLOCKING SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS j TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES LOW ROOF/WALL (2) 12d NAILS TO EACH VERTICAL STUD) SHEATHING ATTACHED h PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. LOW ROOF TRUSS W/— RAISED BOTTOM CHORD EXTENSION SEE TRUSS SB MANUF. SPEC'S FOR CONNECTIONS TO G.T. U.NO. SECTION .N SCALE: 3/4"=V-0" @ 24" O.C. MIN. (2) STRAPS BLOCKING PLYWOOD FLOORING L (2) 2x6 BLOCKING UNDER FLOOR G.T. 2nd FLOOR WALL w/ SEE PLAN SIMPSON LUS24-2 w/ (16) 16d NAILS AT EACH END BUMP OUT UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795 (2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1 1160 9 - 10d x 1 1/2"& 8-10d H I FGTR 4725 3400 w/ (18) 1/4" x 3" SDS RFUS 7100 --- w/ (12) WS3 WOOD WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 1 0dx1 -1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 -10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED wl USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F `/✓ SINKERS (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 -10d SPT22 735 8 - 10d SP2 1 1010 605 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-10dx11/2" HHCP2 680 570 (20)10dx1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") "FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS, FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS FLOOR FRAMING PLAN - ELEV - A SCALE: Y4"=1'-0" CV3 tV 0 Cn N !�C c Q _o a� a O W � o c n o C M ILI C V — m se N C � f1 eo o N O_ d c � o s c S1 4.1 r a � 3 � 3 B m d � ca ao t/f ELM c � rm o a � M 0 C-4 _o M 0 ... .0 A . �•N0 '78.750 w ti 1Y • = -0 =�•._ Jlttic LF To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W F' O E a a Cc) MS 2� (0W 0 = do � N W W to t- -0 L a w Q y cn v W LL4 J LL, Z Z C: CD tM C v oo m� i = Cc du O°_nk° °�pNMj awZ Z L)N S1- LLW�n UCfA Oj ❑❑❑ W z J N^ z W o LL � Cu � U 0 Lu $ V) t~ w �NCD ,, 16 i Q 0 � o_ J z ML o ZW � E wo Z� aw _ Eo E: v oo �� Z® oa F- r0 o E E0 X U oa a � 00 � U ° Z N `0 Wz W W ao m0 o� Z w z 50 W o3 OLL ¢ rg=� as N Z i• �_ s w ; 0 I� � zl< a o o > U) 0 LT 0 � N CL LO Q o Y o N C o o O Y � ML) Mn O m N Lc) r 04 Q00r ui E c j o Z z j t/1 O a E U ¢ p JOB NO : 23-02469 SCALE : AS NOTED SHEET NO. 6.1 -A I 0(2)— TYP. @ HIP CORNERS ------------------� I � I I I I I �_�I Tvr j U U U G TYP. U U I U.N.O. I I I I � I � L------------------------------------ J T U U ENGINEERED CLADDING W NDFPRESSURES AND SUCTIONS FOR MEAN ROOFOHEIGHT :5 5 ftND RSH VIND SPEED (ULTIMATE) 140.0 MPH VIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE:/s" EXP. 1 (24/s) or 15/a2" EXP. 1 (3�s) TILE: 1%2" EXP. 1 N16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y2', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/:" x 0.131") NAILS OR ASTM 9:1667 0SRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS—REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR SYP SPF SYP SPF CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 -10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 1 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 - 10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 -10d x 1 1/2"& 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10)1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** - 8-10d P HUS26 1320/3235 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 2035/3400 -- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 - 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22.10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY V (2)LGT2 4060-M 3770-F 3500-M 3240-F w/ ) (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ 6D SINK (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 - 10d SPT22 735 8 -10d SP2 1010 605 1 12-10d SPT24 1090 12-10d HCP2 1 590 1 555 1 12-10d x 1 1/2" 1 HHCP2 1 680 1 570 20 10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12.02-20 LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. Rt STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS E (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER u SEE SHEET D1 FOR ROOF FRAMING DETAILS ROOF FRAMING PLAN — ELEV — A SCALE: Y4'=1'-0" e+n N C N O'f L- N o I� a, -Ei Q o L., c ro c i � Cm x C L.L a V, ,a c, (n 0 CIAt V, O 10 Q d N Y 3 a' a, a, d- C a', � 3 � c o � C= a, c � o a � `o CM 0 N ♦4iacr q,, iqn. o fJ o F° -= n •�: f Z '% = .. 'gyp v'•��'' ,..,.•-'•0L:l�� ,frfff��3*ltltt�lt !!!! To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentiat 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. E in a g C8 �_�w ci N O C # # 05cCq LLa(L M LL a J LL H z o .0 _ @ern tm�.- �o cc N (O m Q 02 .0&0x W LW Z LO M Z U ti iI— O U ❑❑❑ Z W U NC-4 Z cam, Z z o ::C v CL_ � N fC5 w U m 0 w s V) c �' �N = � (Q r- in L4E8 t JH U c I I Q 0 �Q o w z M J z < � a � U_ a O zo oo® >ry C' V 1 i 0 a - �. 0o o z °3 t , �- ao wo a� - �w t/) ra <o z ws m O oLL za aw a< 8p �z S° W 0 Qy > 0 N W a�� o Jz w< o3 mo C) v °z 0 ° �C:) 'L J O V CO LO O N CL LOU) Q o 'C m CN +-+ p LO O LL MC) .Y � C)M m N L0 r Q r-o r E41 M Z Z E O C E U a J Q I' J JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 6.2 3 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3• Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'4' and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11, The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12, Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads should be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load <1 .0 Safe vertical load Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1T 81`321 B/1T MrE FORM & GROUT SOLID o � W � J �U 0 #5 BAR CONT. 8F12-1 B11 T O 'V' LINTEL DETAIL SCALE = N.T.S. s F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY a 8F 16- B/1 T U a 80 tNOMINA1. QUANTITY OF A WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS cT-f- precas Trtels = 3500 psi. 2. 1% prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Rebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. a A A d A ° ° 0 0 #5 REBAR ALTERNATE POWERS MIN. (1) REQ'D ILEAR STEEL LINTEL M.U. #5 REBAR AT TOP MIN. (1) RECI'D 1.1/2" CLEAR 45 REBAR AT BOTTOM OF J = = r~n w U)? w w O C.M.U. LINTEL CAVITY U BOTTOM O W. Li XO Z REINFORCING � ¢ 0 � PROVIDED IN LL w LO LINTEL ¢ -' O � m 5 REBAR AT B( (VARIES) ai uI ¢ w AS INDICATED LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturers specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturers specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION C 5'-4 O 3'-8" LL O 8'-8" LL MIN. O 17'-4" LL O 4'-6" LL O 4'-6" LL O 9'-0" LL LINTEL PLAN - ELEV - A SCALE: Y4"=1'-O" M CI O AI c w o` o C r0 U ­4 _era N IC C= a- V) -= eq L W �oCc 1 3 =) y c > CDs c s) CJ ,_ a 3 R, L is CuCD _=o • u W i a, o ate•- T Ic Cco a� y C'M CD, N CDI Z T: ` To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W 4 8 E S or 8 N C ci to O S) O 2J :3 �;T LL LL r-- r-- W �C140 LL fA a a a aw LL u- Z z _Z r m o 0 0 rV c0 aI WQ W d z in Z IL co O O w N M Z y H U O U ❑❑❑ W Z N Z o Q a r, N M Z v Ch o ' ��1 w U � O w to N Ly N -. r- u) U c J WINw � - m $ s x w 0 Qto o W M Ste' Z Q J U_zo Of �o >N aN Q Co w- z® F_ r0 C10 E 5,° ° as 00 �z Z wa �, CID¢a _ 5 � O U m0 r W Z Z CC) J m 1- Q Z �z � 3 a"' o� °� Z o Tr WLC, T 3 CIO Z fin W J F j 0 M w a �O 0 = ` 'U") J O CO N o ^ Q Cr 0N J ^ U) m N � o Ln `"- O LL r' 00 M O m N Lin T Q 04 T o Cfl � j o Z m Z E O U) N m a E U � Q O JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 7 3 v w I co t` Q ti 0 0 N S CC) N 0 N 0 1 rn 3 N N In. E v 0 x C 0, W U__ 0 U E 0 UI y -o i S a Z N I Y i 0 v 0 J a> t� N N 0 rn O a N N 00 ci a v a> N 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 BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. T F BUILDING ALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF GLAZING IN ANY PAR 0 A BU LD NG W C 0 THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (RISC) 15TH EDITION. 1. 1. 7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA RE . . P E AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS REACTIONS AND G A 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. REINFORCED OF WEIGHT NIT CONCRETE: 150 PCF U G 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 F 1 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP F THE GUARDRAIL 0 00 E 0 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 FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, 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/SEI 7-16 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 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 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-1-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 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. 3" 1 Y" 34" CONCRETE TYPE MIN. 28DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL BUILDING DATA 140 MPH SPEED CRITERIA. WIND (ULTIMATE) 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ALLOWABLE) 108 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN INTERNAL PRESSURE COEFFICIENT= +!- 0.18 ENCLOSED BLDG) ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : BUILDING CATEGORY = II 31/2" 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 @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION. (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) 4.3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS 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 WINDOWS AND DOORS NON -MOISTURE CONTROLLED. CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF INTERIOR U.N.O.. (INTERIOR) 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL TYPE: 5B STEM WALLS. + 29.7 PSF / -39.7 PSF (END) U.N.O 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI GARAGE DOORS (V =140 MPH) MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 9x7 +26.1 PSF / -29.9 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 16X7 +24.9 PSF / -28.0 PSF 4.3. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: SOFFIT +29.7 PSF / -39.7 PSF 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 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 NOTE: 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE 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. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' 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 BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. "DESIGN THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. ANSI/TPI 1-2014, 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- 718" 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 NOTE: 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL coNslsT of BUT ARE NOT LIMITED TO: 11 rr 1 �� �� 1 �� FASTENING SHOULD BE TYPE W 1/ DRYWALL SCREWS AT 12 O.C. FOR CEILINGS AND 1/ SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy= 46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH BOLTS :ASTM A325 MACHINE BOLTS :GALVANIZED ASTM A307 EDGES IN VERTICAL APPLICATION / ( ) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW 4.5.2. SHEET Fy=3STM87siWITHG90 TO: TALACCESCOATIN NAIL DISTANCE FROM EDGE SHALL BE /". THIS SHALL APPLY TO BOTH CEILING AND WALL NRIESACCORDANCESHALLONFORWITH IZED GALVA4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148",16d = 0.162". CUT FOR OUTLETS, SWITCHES' ETC SHALL BE OF A TOLERANCE THAT CAN BE COVERED 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 ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIOR TOLLFAST INSTALLATION. OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. 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. NOTE: 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 ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR M ICROLAM 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 AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. 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) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36136M 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 4.8. SOIL: ELEMENTS ARE IN PLACE. 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 FLORIDA BUILDING CODE 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. Irri ation/sprinklers stems includingg all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If reinfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete over and mortar along the foundation perimeter must be removed be ore extenor sooi 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 buildingg department by a licensed pest control company before a certificate of occupancy willbe 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. N N C o N o cP Uj O W a� MN V x N 16 O y O O J 6 y C'V � a� y y Q 3� c 10 y O- c E � o a 0 M O CV 0 M 0 rS�ptE4?i:id4:� LEIltif °r ` vim, . '.0• ./ e • No E'i_78;'S0 b 7 a To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. - H a V o f 8 N 8 , C 7u>co u M a 13Z �1N+,v� (6LLa z z -crn M «v 0 0 L `� m O0 W Z r°n2OT J�z w Ln z Z N Cl)Z rr j F=- �U ❑❑❑ - W V z N f7 _ o z iz z o Qd ¢ 0 J 0, N m to CD o zCz a-1 Cn Lij � U 0 L. s N �N `y N � m U w z U 0' rn Q Y 401 N m 14 o 1a CJ M J J Z O y z z G IL E E m U zo wE � >N z" °w� Z F- ra CL % g p4° do uo a aZ L Z V7 ro `! m qz noU 1O Z~ >z mo 3 <� W $ �w saw Z o Z WF a�o M v zl< aF j 3 .0 p J > Ln O m 0 Ln ^ � �. Ln N C04 J �CN Ln "4-1 o ILL O -0 Y m CV) C:)M m N LO Q 04 ^00 T ui m 3 Cfl j N d Z Z E c) fO c a E 0 _ ¢ o JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. SIN THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (3/4%1" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING 16GAxl-1/2" LONG (3/4"-1" CROWN) STAPLES @ 6" O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF L J HOME H C G GARAGE SIDE 00 O 5'-0" STUB -OUT FOR 1'-0" 0 0 0 GAS METER O IUD o N 2 • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" 16" O.C. 16'-5" (1 SIMPSON HTS20 OR 3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. F-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 Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7!el 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-118" or two 1/2" 6500s 1.8/1.7 wood panels 2 x - + 5/8" or 314" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 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 x FILL CELL STD. 900 HOOK BOND BEAM C w Cr STD. 90° CONT. #5 BAR > HOOK BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 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 TO MATCH IBLOCKING # OF 2nd FLOOR - Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" min. 2" max }Small gap , • � 4 max. Clinch nails I ' when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4lPlywoodlOSBtyeb stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y" GAP @ TOP sides by 6". - Hangers with sides not containingtop t. WEB STIFFENER DOUBLE JOIST CONNECTION Birdsm uth cuts. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional consideration. Check wall or beam below.* local building code for appropriate 1/16 details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate ® BCI5000s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d BC16000s® BC16500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s� 11-7/8" 3-16d _ 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls: -for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or 7-1, beam below Load bearing wall must stack over _ &13/4" king and wall or beam below.* - - Joist n joists meet over wall, provide minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET �Y/ Provide adequate bearing Use 10dx3" nails at 6"o.c. for all joist 10 for each lapped joist. blocking panel *Non -stacking walls (quash block -10dnails SECTION @INT. BRG. WALL require additional consideration.— 2x4 minimum) Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam `_1Z ' 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 MIN 6„ A 1 z' ROUND HOLE MAY 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" 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 1Yz" v rr `' S V-2:" T-3�' 1-3" !'-T' T-11 " 2'-4" 2-9' 3 2" 5+- 3'-T' ✓ 8 I'-U' 1 f-11" 1'-7 12 1'40" T-1" 1' 2'" 1'2" 1'-3 1'-9' 2'-4" 2'-11" 3' 7' 4' 2'. 4'-9" 6-4' Any 16 joist Spam (it) 16 1'-0 1' 1" 1' 2" 1 2" 1' 7' 2'-6' 3'-2" 3'-10" 4'-r3'" 5 T' 6-4' T 2" 20 T-9 1-1," V-2" 1 2" 2'-0" 3'-0' 4 U' 4'-10" 'I I" 6'-11" 7'-11" 24 1'-0" 1'-1'" 1'-Z. 1-W Z' 6' 3'-T' 4'-9'" 6-10" T 2" 8'-4" 9- 10'-9t' 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. 1�" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. SIMPSC w/ (22) NAILS i 5/81 THRU BOLT SIMPSC w/ (22) NAILS T R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL FINISH GRADE Backer block (12" wide min.) II I II I II 11= I I Nail with 10-10d nails. - Install tight to top flange. SLEEVE THRU STEM d ° 4... Joist hanger SEE PLAN FOR °• a . • '.; . • , FOUNDATION INFO ' G STEM FOUNDATION \ 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 V�ji; i 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 -� requirements i 0.6 X Joist o T`depth I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN NIL, UnHat+ VVU SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. -�v 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 d v I—,l I I III —I e e d. v e. PLUMBING LINE PVC OR SCH40 SLEEVE a -LL-- SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION TOP (2) #5's x 4'-O"—\PLUMBING LINE a e d L G e d CIO Z • y • . SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION e PLUMBING LINE � Fl- 4 a d4. n ea G a Ell —11 k -III—III=1 °I- 'll a SEE FND. PLN. SIZE & REINF. M cNJ N C" N -cco d > LL, 4_= =- o C M C.7 N — f• ® r- N V7 CI �p O! Q N d � Y Ol c a c s 3.3 r o a. .o M N 0 N 0 C'M o a,yyyyEEEi3r1a,A LErb"t/�r''�/�s No�aX5' b 1 -'�J ' SIr T :10F 4� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential An Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W a N CI) 6 / it :9 y LL rA rn r t-- —0 LL W M a �M7 W a a W LL u_ a Y z Z z o 0. t @rn 0 0 0 ' It *::3;� *::3;N �_ Co W�,�°_'°' j�z IL x N zLL �' o U 000 Z W V M z N o z z o —' — N V) — z � Om C7 0v 0 4--' r) e � Fe U 0 L0 w o � t/1 ZD Y w E 'm $ z ° c `o Q ¢ 8 S� o w M M i O Z Q 4EccE p U a° `z z® ❑a i- SO o E x° a 00 �U �< 0 d � o wg aZ �w az OY N�<i mo �z zF Za �Z dz C 10 a� �w W T o� �3 Z J o � 0 >� �t za a 0�I 3 �� >Lo J 4i T C9 CO N a Ln Q Y $ N m a--+ O LLO M U Ice) C) -0 -0 co Ln Q N T T 0 _ CD C j o Z fcr) Z E O in a E v ` J JOB NO : 23-02469 SCALE : AS NOTED SHEET NO. SN 1 3 ly I 3 a co O� Cn N J 0 I N 0 7 rn 0 0 3 a PO 0 i d E E `o c J 0 v U i i .n a z I Y i 0 0 A IL N N 0 c 0 d N N M 0 W Ci 9 0 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) VARIES INSU 5/8" OR 1/2" HIGH-� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER —� CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA, X 31/4" TAPCONS @ 24" O/C & ai HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE _E TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER D ° SHINGLE ROOF, SHINGLES TO A . BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM I IL1lll I —I o D I I I I II D3161-CLASS F, IN ACCORDANCE w/ TABLE 111- I I I l r R905.2.6.1, FLORIDA BUILDING =1 III -III —I -[�- I I lip I r CODE 7TH EDITION (2020) RESIDENTIAL 8" ' ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG ELEV. VARIESA I SEE TYP. WALL SECTION SCALE: 3/4"=V-0" \ S3 ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR -ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE c CV ° D ° t Z 00 M D - 6 MIL VAPOR/D —_ z_ BARRIER ; C —�K 4 P • • COMP. SOIL. ° T (COMPACTED TO 95% - MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT._/11-4" (1 STORY)l N CHAIRS TYP, STD. 90 NOOK (SEE U.N.O. 4" V-8" (2 STORY) U DETAIL) TYPICAL WALL SECTION q SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS� T O.H.D. RECESS z M .:. . T SEE A/S3 OR J/S6--I L I I FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS Ki - 1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES I GARA( I GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO. 5/8"4" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 SPACED EVENLY W/ (10)10d NAILS _ 4 2x P.T. PLATE TYP ASSUMED FINISHED ` GRADE MONO OR STEMWALL z FOOTING MONO SHOWN FOR CLARITY oo NOTE: 2 *FOR BEARING WALL W/ UPLIFT ONLY FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4 ° A. " "v GRADE 00 ,Q — T III TII III I' _ - _ _ (1) #5 REBAR w/ OPT. 11111 I 11 I � 11 I -SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13' O.H.D. RECESS fV � M 1 . M1j.-II s.. III 11�11 11 J '4„ I I OP � r II I . :.lit SEE A/S3 OR J/S6 J -I Lli I I I,, I I I r- FOR REINF. INFO. 3' MIN. CLEARANCE V-4" (1 ST RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS J 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. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'4" (R302.11) 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 CV .D D .D mot• n .D 6 MIL VAPOR BARRIER D ° D e 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 @ 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ SLAB & BLOCK 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"02" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 2" �31/2" MIN. (2) #5 CONT. U.N.O. TYPICAL BEARING WALL "SHEAR WALL" TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH — BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS 9/8„ „ „ (U.N.O.) (ORGYP. TYPE X @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) CONNECTIONS. S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ (12)10d NAILS 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"' x 10" "J" BOLT @ 24" O.C. w/ NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) - (ALT: 1/2"x12" TITEN HD @ 24" INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) SIMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 6 x 6 W1.4 x W1.4 INCLUDE THE WALL WWF OR FIBERMESH ATTACHMENTS -4- ` �31/2"MIN. MIN. D SHEARWA SCALE: 3/4"=V-0" 1/2"(min.)- 4" •c0)S�GJ�� vcs 2x STUDS @ 16" O/C \M°Ms INSULATION PER FBC AND ENERGY Ica Uo� FORM SUBMITTED WITH PERMIT APPLICATION 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. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 3RD LAYER 1/8" THICK. K.O. BLOCK SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 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 [GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP [30" MIN. LAP] - R 1 7/8" _ #5 REINFORCING BAR 2 #5 LAP SPLICE COMP. SOIL. (COMPACTED TO - D 11 ! 95% MODIFIED PROCTOR ASTM I - D1557) , rrr rTr 41 11 -4,1 TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALAh - ¢ • •. INTERIOR a.. a. -3 1/2" CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB ae . s 00 C E . } 7; I— M 6 MIL VAPOR - BARRIER 4" 4" 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 6x6W1.4xW1.4 1 `WWF OR FIBERMESH M K S3 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 '�'n����` 1�1. 11• 11�- i1JN p 11 11 II II'11� 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 W D U � 6 . m a _ p w e N ° REBAR DETAILS F SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) - SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL .- BEAM SIZE & CONNECTION INFO 2x4 P.T. PLATE 7116' O.S.B. COLUMN LOCATION 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING Cn w 0 SCHEDULE it a j SEE PLAN FOR STRUCTURAL g W COLUMN SIZE AND BASE oLUCONNECTION INFO. SECURE 2 4 P T BTM PLATE SEE DETAIL 16/D1 FOR x w/ 1/4"x3" TAPCONS COLUMN TO PORCH SILL AT 8" O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS z SQUARE CMU BLOCK BASE, w SIZE VARIES PER PLAN W/ MIN. (2) #5 VERTICALS w FILLED SOLID (SEE PLAN FOR W SIZE AND REINFORCEMENT) 0 W U) BRICK PAVERS or B PER COMMUNITY SPECS 0'-0" FIN. FLR.Ai 11100,61 WWI �. (2) #5 CONT. =1 ON 3" CHAIRS 8" V-4" (TYP.) 1/2"(min.)- 4" 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 M . 0 1L —2]l��ll' - -�Ili�ll 11 11 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT G SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.)� I WWF OR FIBERMESH SEE A/S3/J/S6 8" FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. �— SLAB STEP & RECESS an S.G.D. M SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL -- EXTEND FILL CELLS TO FOUNDATION PAD _� CONT. FOOTING STEEL MAT REINFORCING. M 00 2 GRADE W Z = •/I LU t- W p U LU 0 LU LU � _ • • • • = Z QZ LL � M Q FOOTING v BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 M N O N C C" a N o z a� �o cc E� Q 6 Gh G ME = = LL- 0. N _Rom N O d 'c 3 °= a 3- 9= 3 m � 3 �- d E o o- C+ N O N O M No i E 87;,0 • •• J 1 - OF ' �.:• •• . To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. S N - -0m 4 N O C �A /�% \% ] °P N LL LL � d: ��v�25 LL a o.� Q a u_ LL 2 tL Y ( 55 Z Z CO CIL a r -a-- s 0. 0o cm LU W=2NSd0z W 00 7gCj Z �n N 0 F=- VZ O U ❑�❑ W V 9 � z N z Z n S 13 n- N 0 ) �Qz LL 4—J LU U � O w $jAkL V) m �N A. w ® ~ — E t 8 I U 0 N o W o � a o zo >s Z z® E u w� z oa ro O p - U o O O Q Z o �Z WZ LL� IT WO �w ` W �z Z j m J =U m Z <w 3 a 0 < zo go W rSn oLL w a �F m r o wA ;o M 5 ate_ OU3 12 > J OrT m c� Co O CV 6 o N (n 2LO N I— 4-0 m 0 CIO m L.c i N r Q 0 T E C iY'i Z m Z i/i c FO E C a U � Q JOB NO : 23-02469 SCALE : AS NOTED SHEET NO. S3 (MONO) i (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION CONNECTION SCREW OFF CAP (3" DIA.) 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3) 12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EVENLY EXTERIOR FACE OF BLOCK WAL S 11 2" MAXIMUM 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 PLATE INTERIOR 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. 12 SEE TYPICAL WALL SECTION (np) SEE ELEV. 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/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER }+ FSTUD W (3) Od NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD BLOCKING (TYP.) 2x P.T. PLATE —ROOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. MOISTURE BARRIER AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF SCALE: N.T.S. �,S4 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 PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL ;TENSION FROM EXTERIOR WALL ICE OF BLOCK WALL IS 21/4" TO DRAIN EXTERIOR WALL CLEAN -OUT WALL A SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D S4 SCALE: N.T.S. S4 KNOCK_OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 •• . �. � ' . � • • ■■III' III■■ �IIII IIII�' ■■EII! RINN i'll—' ■■III' �■■ ■■I�� _'_'��— III ■ IIII NOTES: lO FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4. FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J J T W 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.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY ...;; GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a SCALE: N.T.S. a a a a 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. 96 3/8" 88" 71" 58" 41" 34" 6 3/4" 301 /2"- Sic A�NOO`L �N 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" —� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING C VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON (1) (2) 1 (1) (2) (1)LSTA30 (2) (3) (2) (2) (1) LSTA30 (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1—(2) 2x HEADER SEE PLAN INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. 00 OR SIMPSON HTT4 TYP. O,o U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 12 (TYP.) SEE ELEV. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH, 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIE SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD RUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FBLOCKINGW/ 2-16d TOE NAILS EACH END FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) LU 0 O/C FIELD 2x TOP PLATE2X4 En V2-16d PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _= CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGEREEDD FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 E SPLICE NAILS TOTAL) EA. SIDE OF . ' 48.SPLICE STAGGERED SIMPSON SIMPSON TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS �--10d @ 8" O/C ATTACH ALL -j EXTERIOR STUDS W/ (4l 16d TOENAILS TO 70P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. �+A F= 2240 LBS J'+ SIMPSON C SIMPSON SP4 gP2 P.T. ATE TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS RECESS LINTEL INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) IS (9335# SPF) N. 8" 'OXIED A.T.R. t & NUT OXIED A.T.R. I & NUT DXIED A.T.R. t & NUT ROOF TRUSS ABOVE 2X BLOCKING i I 2X8 P.T. BOTTOM P TE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. \E' SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) SP4 SP2 SIMPSON C SP4 NAILED INTO TRANSOM FRAMING SIMPSON Sp1 SIMPSON RECESS SIMPSON SP4 LINTEL -(2)16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ Z-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 0 o BEYOND. —PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o 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 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRYK"R� REV. 06.24.22 SCALE: N.T.S. In N CO c� aI N f� CJ Q �, x os C i.L It N N O N t N CO ¢ z CY 3 m d t��_ E d V s a: m 3 M CD y Cj a � N G C E CcQ a� N O N O 0 ,NxNe�sese+�si,��,f' LE!v tf • i 0 • � � V r PJ ,S, s ' N'0 PE-787,50 TA c CF °rv� %. a SI��'dll.e:Yiiiei To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N E O N � N $ N N � ac 5 6 C J Y G 7 " " LL 0(n n LLL W Qr6"! W a a o 0z z .9u_LL Z-6rn O10 _ L Y O 0 S,' MCV c0 m j Q ���d W z N -<0coF J0Z W o0 ciao WW CD z N to z a) zE3ri (n V) z C1 (3) a--+ (10 a m V O w o V) c v L LJ J ® c � C ac � 0 14 Jz w M 0 < O� Z < �a ��<� >� EE 0 E U wz Z® oa F- r0 ca co E g o KU a� o QU &a Z z a) ISO <o �C 0 C ao aa, 2 U mf Z —m v J m F <w �z ° o� W Cn a C' o< K g az — m �0 � NLL r- i3 < IIIIIIIIII� W IX v 5 03 I. > L.n J O rn c� (10 Na L0 m v! 0 �..i LL O iM LL U ce O -0 cu m L.n T N04 Q r E 0CD M Z M Z U) E O C C a a U J o J JOB NO : 23-02469 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM11 W/ (4)1/4"xi 1/2" SDS SCREWS TO BLOCKING & (A 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) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ \ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS--\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2)16d NAILS --� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA, END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1 O/S5 MAX 9" BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL NAILING SCHEDULE FOR SHEATHING 45'± 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO ' RIDGE FASTENED AT @ 8 -0 0/C EXTEND AT LEAST 90% OF , ' EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR d TOE NAILS @ EA. BLOCKING ' 7/16" OSB SHEATHING ATTACHED W/ 10d END GYPSUM WALLBOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 10dX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3)1 Od 2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3)1Od & (2) 1Od (NOT REQ'D WHEN TOE NAILS @ EA. END GABLE IS 4'-1" OR 2x FRAME WALL (SEE WALL SHORTER) i itS< SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d ,,,-1/2"CDX OSB SHEATHING ATTACHED FIRST (4) ROWS OF . �� SNAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. N' AND 12" O.C. FIELD END TYP. TOP & \ BOTTOM ATTACHED \ \� (2)16d NAILS W/ (2)16d TOENAILS x 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING � 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" O/C SPACED L 4 2x4 "T" ON TOP OF PANEL INSTALLED PER MANUF. 1/2 x 8 J BO T @ 8 O.C. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGAIOKT w/ (4)1/4"x1 1/2"SDS SCREWS TO @ 48" O.C. I I ,- „ I I BLOCKING, FASTEN WITH M I T RE BARRIER SIMPSON META12 w/ (7)10dx1 1/2' NAILS AT 6 0 INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)1/4 x3 SDS SCREWS TO PLATES AT 24 O.C. 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM 0 S U O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4)1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 10d NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR _ N X-BRACING, AND TOP f SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION CD SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 1/ " (2)16d NAILS WOOD TRUSSES `� - 50 _ 00 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING fvll RIDGE FASTENED AT AT 24" O.C. ON TOP OF t EACH JOINT w/ (3) ; BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS 40� NAILS @ EA. END 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 It 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 NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4" =1'-o" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 IINIMUM 2x 'ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL t (2)16d NA (2)16d PER JOINT .,.........,.,.,� �., , , .,,., .,.,. ,., .., ....,,..., 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 S5 12 6.9 MAX. S5 GABLE END BRACING DETAIL GABLE TRUSS 12" ISH SCHEDULE tTTACHMENT 2 SYP BLK'G @ 16" O.C. i x 0.131" AILS EA. SIDE .2x4 #2 SYP w/ 10d XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL (*'l0 SCALE: N.T.S. S5 'L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 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 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "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 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT SAT SP2 w/ (12 NAILEACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 REV. 06.08.22 MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 "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/ 1Odx3" @ 4" O/C (2)12d TOENAILS SECTION 9 _ SCALE: N.T.S. S5 MINIMUM (2)16d PER JOINT \- MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"0/C �nrnnn -roi tee�e 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ z w BRACING w/ (3)1 Od x 3" AT EACH CONN. @ 24" O/C MOISTURE BARRIER DND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - 3'-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" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xi 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) L-­CONT. BEARING GABLE END BRACING DETAIL SCALE:3/4"=l'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. 0 O a CORNERJACK U w z O U HIP FRAMING REFERENCE PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 1-1 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB -� SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C7 GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX r- CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. Ll I o NOTE: /-TOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIREDZBOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION e+n N 0 N C" oc Q o d� S W O � O =�N H cc O i N -O 9 lC -x .r0. N � d d O C d +L+ :M.E t c d0_Q ff 3 ;a Cc CD a M N 0 N 0 0 aL E I)✓,r sF,� !, •� C` �j' b No PLE7875G = •Y316te�'�� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. g N N I I rim F. o E 8 N .- 1(0 c 7 tt) V1 LL LL 0 N r� V w W N My a _",� a w .a aY1; J U. 0 z O10 Z m q r2g o 0 ._ 1� (0 N f0 o m J Q Wconk°'"'°' a Z r w N F N Q OU ❑❑❑ Z W M � z N M o z a Q J N N z f0 w U O w s 9 Ln U LU M r— — E; Pa 8I MIN_ x� 9 c fn r, Q see o J a W CID M z z Q Eo0`e o >� E (J z z oa F� f0 10o Z �� `6 �Z < a W W C <o as O U m� 0 Z Z m J ym aw 1z 3 F o� < � W �3 > w�"Z <o NF m3 o 0 �- 3 o < w�`- �I= >� v a= zlQTo3 O C O12 i Lo J O 9 B m i co :3N o LO Q 0 N ^ I..L o co -E 0 O L` M Y cY) O m N T T 00 E c CM z° m z w E 0 a E a U Q 0 JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. S5 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 I INSULATION — BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2)1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL DIVIDE THE CONCEALED SPACE INTO APPROX. EQU AREAS. FLOOR SYSTEM ER\ p r It 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24' O.C. BASEBOARD MIN. 2500 PSI CONC, SLAB MIN. PSI MAY VARY PER MUNICIPALITY c E e . .— a —:0, Cl) I iLl. !16 1i e 6x6 W1.4xW1.4 WWF OR FIBERMESHTii� 11 , FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1X2 NAILER ~ PLYWOOD SHEATHING J NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO w o = 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 0'— APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER - METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD � I— LAYER 1/8" THICK. Uw —INSULATION PER V� CHART ON FLOOR PLAN B R S6 S6 CTAL SEAT OR FELT j PAPER FOR MOISTURE JBARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUB_._,._. ....,_ _.__. 2nd FLOOR BEAM/GIRDE 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL----- BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" TO BAND — JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS -END SHEATHING TO )F BEAM OR GIRDER rTE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)10d @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. S6 (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Cn M v 4"x4" INSPECTION PORT AT a EACH FILL CELL TYPICAL °w- AT GARAGE CONTRACTOR 2ND FLOOR FRAMING - SEE N TO CUT BLOCK OR POUR SECTION J/S6 CURB DUE TO SLOPE DECKING ATTACHED WALL SHEATHING NOTE: EXTEND DECO FINISH TO BOTTOM PLATE/CHORD W/ 8d 4"to 6" BELOW GRADE GRADE oo @ 4" 0/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN =iNISH "" I „L LB_"71L `—STD. 90'HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN, CLEARANCE 4" TYP 2-STORY WALL SECTION j REV. 03.16.21 SCALE. 3/4 -1-0 S6 FLOOR TRUSS 00 SEE FRAMING WEEP SCREED T o cz_c PLAN . ' . INSTALLED PER MANUF. T G 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" O/C FOR THE 1ST 2'-0" OF I NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 2"x BOT. PLATE (2)10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSS FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6)1/4" x 21/4" TITEN SCREWS TO MANSONRY I� WALL PER STRAP \ WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS LU WEEP SCREED LU INSTALLED PER. MANUF. o O SIMPSON HETA20 w/ (8)10dx1 1/2" `n NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK 15/32" OSB EXPOSUREI x II SHEATHING — —x—� PROVIDE II II BLOCKING AS REQUIRED PER II D II SECTION X-X IF i NOT FULL HEIGHT SHEET C II II II II G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I il— _T II II EXPOSUREI r EXPO SHEATHING F II II II I 2 up SOLID 2x III G III II II II I BLOCKINGSHEATHING ALL Zi C O EDGES(SEE III OPENING SECTION X-X III C III xILII II �W II FI x E _ LU 2x STUDS w III I III II II II BEYOND. SEE PLAN o III I I I II I II I II II I I zi y II I LiIL 1L Jl -11 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND SEE PLAN BLOCKING BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM rB1 318" "S" = NA SCALE:3/4"=V-0" S6 SPACIN I c 3/4" B.U.C. (8)1 Od NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" S6 NOTE: SEE TYPICAL WALL SECTION C/S3 FOR ADDITIONAL INFORMATION 2x BLOCKING HORIZONTALLY — @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) SIMPSON SP1 w/ (10)1Od NAILS AT EA. STUD 2 x STUDS @ 16" O.C. 2X P.T. PLATE r e 4 -�i SEE SHEATHING SPECS ON FLOOR 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE /// 5/8"DIA, x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH — —— --°' — A T 1►\ ' fill f— L I I j 11r[Li�l Lit . I� " C #5 CONT. ON 3" 1, 8" JI ' 1 ' _8" I` 8�� Il CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION ( S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. S6 SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING SECTION X-X `7 SFFA 0OtL �N 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM Y" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THANYs". H y Z OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL C0 © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. wl 8d COMMON NAIL Z 2 @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. 0 W @NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. U) E STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J o wl 8d COMMON NAIL J uOj LL H O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER F 0 00 y w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. y O H m LL ox @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL N w O U. F- MEMBER IF GABLE END c N LL NOTE: • 8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 118". rc WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE oxT�24Z,1�01 c FLOOR TRUSS / Q / \BEAM SEE PLAN FOR REQUIRED) CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x BLOCKING HORIZONTALY__\ @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W 1.4xW 1.4 WWF OR FIBERMESH e Cl) -I I I_I I I -III -I I . " -I I I_I I I -III 14" -e—II''(3) # 5 REBAR ON 3" CHAIR V-8" HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'4 1 2 1 (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1) LSTA30 9'-16' 1 (3) 3 (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10)10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE I- W/Y MIN, CLEARANCE ALTERNATE FOOTING @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. V S6 4 T CN2 0 N Cn N Q c � o -o 0 > > W o s o v CL o C 11 V N -o co x N c u- d cc N C Q � CV 3 = CU as c ao c u.+Q Co � 3 `c c Cq o a � M CV O fV O CD � 611! f�n tlA{4,!r O No, J J R :r JT"A 9 _- OtF 410 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 W Q ',I'8 S N O M y 104_ N V w � IDJ VI � C14 CD LL a a a �U.LL a 0 z Z t o & y j 'M N fD m J Q W o�04Z K W Z IL W ul M Z z O F= OU ❑❑❑ Z W ch Z N co o� Z i N z g co 0 " 4 -+ f� V, W V 0 V1 W o c "' c E 'm B I _ c Q o J< w mN M o Q � rid o cs CJ �° z® o a FO— rd o E 2O &¢ 0o U Ox gz z ,� �0 <g W= > O 0 U m� zO Z m -j m aw zz <O W Q p a F r J �I� [h d F v N o3 O > L rn T m L_ Cc N o LO Q J ) 0 m N p L0 +"+ ..� }+ 0 Y M co O m o L0 T Q 00 T E c CV)Z f4 Z 7 E O iA E 0 N v M _ 0 U _j Q 0 JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. S6 (MONO) ALL STAIR STRINGERS AND TREADS TO BE #2 SYP (MIN.) THREADS, RISERS, AND 3/4" PLYWOOD NOT SHOWN IN DETAIL FOR CLARITY ALL WOOD TO WOOD CONNECTIONS TO BE GLUED (PL 200) AND NAILED (MIN. (2)16d). 1 3/4 x 11_ J VL 2x4 UNDER STRINGER - GLUED AND NAILED TO LANDING 2x4 UNDER STRINGER GLUED P NAILED TO LANDING BLOCKING D 2x4 PT NOTCH--,,, INTO STRINGER O'� D -2x8 BLOCKING FOR STRAP JOIST 0 SYP 2x8 SYP E STRINGER MUST MAKE FULL CONTACT WITH LANDING SIMPSON A35 OR / [\ LSC EACH / STRINGER I f A ALIGN THIS STUD WITH FACE OF 2ND RISER / —2x SYP CUT TO FIT t BEARS IN WALL I -----2xl2 SYPBBEARS IN WALL I I FA '-2x6 SYP vi L 2x4 SYP BLOCKING 2x4 PT NOTCHED INTO STRINGER FOR STRAP AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ / / AT STRINGER CONTACT POINTS (14) 10d x 1 1/2" / \ NAILS) 2x4 CUT ON BEVEL DOES NOT BEAR IN WALL GLUED TO 2x8 F SECTION VIEW "A" SECTION VIEW "B" v- SCALE: 1" = V-0" SCALE: 1" = 1'-0" 2x8 STRINGER MUST MAKE ALIGN THIS STUD WITH FACE OF 2nd RISER SYP FULL CONTACT WITH LANDING — 2x12 SYP SCAB 2x4 GLUED AND NAILED (EACH STRINGER SIDE) TO BOTTOM EDGE OF 2x12 —3/4" RISER CUT TO FIT STRINGER MAINTAIN BETWEEN J" r AND J" GAP TOP AND BOTTOM, GLUED AND NAILED TO STRINGER 2x4 BEHIND RISER BLOCKING FOR -1x4 GLUED AND NAILED TO STRINGER STRAP GLUED TO -2x4 DRAFT RISER AND TREAD STOP % -2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS ' I 1 I- 2x4 BLOCKING FOR 2x12 , I 2x4 PT UNDER 2x12 I ROVIDE MOISTURE I \ PROTECTION / LATTACH ALL COMPONENTS / STAIR TO CONC. W/ 4" XTAPCONS @ MAX. 32" O.C. —ATTACH ALL COMPONENTS 1x4 GLUED AND OF STAIR TO CONC. W/J" X \ NAILED TO STRINGER 2 J" TAPCONS @ MAX. 32" O.C. \ / TOP OF ' \ STRINGER 1x4 GLUED AND NAILED TO STRINGER 2x4 DRAFT STOP � [ 2x8 SYP DRYWALL STOP / MUST NOT TOUCH I _ 2x SYP CUT TO FIT I , STRINGERS BEARS IN WALL I 2x12 SYP BEAR,'I E~' I IN WALL I I 2x4 BLOCKING FOR 2x12 SIMPSON A35 2x4 PT UNDER 2x12 OR LSC EACH 2x6 SYP / \ 1x4 blocking SIMPSON MSTA21 w/ (16) 10d NAILS E SIMPSON A35 OR / \ 2x4 SYP BLOCKING FOR S(SIMPTRAP/ FLAT STRAP NAILED TO RISER AND LSC EACH MTS12 w/ THEN WRAPPED AROUND STUD - STRINGER 2x4 PT NOTCHED INTO STRINGER � (14) 10d x 1 1/2" AND NAILED TO FLOOR WITH GLU NAILS) PLAN VIEW 2x4 CUT ON BEVEL AT STRINGER CONTACT POINTS DOES NOT BEAR IN SCALE: " = 1'-0" WALL SECTION VIEW "D" SECTION VIEW "E" SCALE: 1" = V-0" SCALE: 1" = V-0" FILLER STRIPS ADDED " PLYWOOD E: GLUED & SCREWED TO PLYWOOD DECKING THESE DETAILS ARE NOT PLAN SPECIFIC. THEY ARE PROVIDED TO YOU AS A STANDARD TO CONSTRUCT STAIRS. REFER TO PLAN DETAILS FOR RISE AND RUN INFORMATION. 2x4 SPF NOSING GLUED AND NAILED MATCH NOSING ON '- OTHER TREADS / 3/4" RISER CUT TO FIT 2x4 SYP BLOCKING MAINTAIN BETWEEN 1/4" FOR STRAP (SIMPSON AND 1/2" GAP TOP AND MTS12 w/ (14) 10d x 1 BOTTOM, GLUED AND 1/2" NAILS) NAILED TO STRINGER \ / 2x12 TREAD GLUED AND NAILED 2xi I DRAFT S P 2x4 PT NOTCHED INTO \ 2x8 SYP DRYWALL STOP MUST STRINGER AND TAPCONED INTO FLOOR WITH GLU NOT TOUCH STRINGERS AT STRINGER CONTACT \ / / 2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING POINTS / \ _ _ 1x4 GLUED AND NAILED TO STRINGER E—/ FOR DRYWALL SPACING H SECTION VIEW SCALE: 4" = 1'-0" 2x SYP CUT TO FIT BEARS IN WALL xl2 SYP BEARS IN WALL BULLNOSE DETAIL SCALE: 1" = T-0" 2x4 GLUED AND NAILED SECTION D-D -3/4 PLYWOOD ON DECK `--2x8 SYP GLUED AND NAILED TO FRAMING 2x4 DRAFT 2x12 STOP TREAD GLUED AND 2x4 PT NOTCHED INTO STRINGER AND TAPCONED\ INTO FLOOR WITH GLUE AT STRINGER CONTACT POINTS �7 J SCALE: 1" = V-0" 0 2x4 SYP BLOCKING FOR STRAP (SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS) `f2x8 SYP DRYWALL STOP MUST NOT TOUCH STRINGERS x4/GLUED AND NAILED TO STRINGER \ .F'OR DRYWALL SPACING H E SECTION VIEW SCALE: 4" = 1'-0" -3/4 PLYWOO1 ON DECK --2x8 SYP GLI AND NAILE1 FRAMING 2x4 DRAFT STOP 2x4 BLOCKING C NOTE: 2x8 ' \ DRYWALL STOP NOT SHOWN STRINGER IC OPTION: 2X4 CUT ON BEVEL GLUED AND NAILED TO SUPPORT W/ SIMPSON H3 — SECTION VIEW "C" SCALE: 1" = V-0" FLOOR TRUSS OR CONN. TO BOTTOM NEWEL POST LET INTO GIRDER, FIELD VERIFY OF NEWEL POST THE BLOCK PER CONTRACTOR PROVIDE \ / I BLOCKING I a2X8 BLOCKING FOR NEWEL POST TO ANCHOR TO. (2) LAYER" EDGE GOLD PROVIDE SOLID BLOCKING (GLUED AND NAILED) OSB OR PLYWOOD BELOW ALL NEWEL POST OR 1 j"X16" LVL FROM JOIST TO JOIST. USE ATTACHED W/ 12d NAILS 2 X 12 BLOCKS, GLUED AND FLOOR @ 6" O.C. TOP, BOTTOM NAILED TO JOIST. TRUSSES AND VERT. NEWEL POST SECTION VIEW "G" SCALE: 1" = V-0" F SECTION VIEW SCALE: 4" = 1'-0" BLOCKING SCALE: 1" = V-0" STAIR CONSTRUCTION DETAILS (IF 11X17 REDUCE SCALE .5) SCALE: AS NOTED JOINT -TO )ISTS) NAILED AND TOP PLATE NTO RIM BAND, ID NAILED TO WALL BELOW JOINT -TO )ISTS) H / R 2X STRING� 2X BLOCKING PSON MTSJ2 w/ ' 10d x 1 1 /2" JVAI LS 3 D D OR R� 2X BL05KING RISt5q / VARIE ECTION VIEW 11H11 SCALE: 1" = V-0" M N O N C" c N � m -c Q > W o� a. O C . O >_ V N fl m rc u- o_ a� d rL o Y ¢ � 3 sr o c� a> c i9 0 a CJ 0 M CV N 0 0 tilllSt,fd.1 C, I N ;`� ; ..fit e Y." OF ss �h. o To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seat. wn N U n ci N O0�# LQ :? � d 0 Wi % 0 LL' LL 0):3- rn Irz. u, Q �040 � w a a LL a z z °' 0 0 Z m o 1I A rD m J Q w Z N M Z Oy ILILW 00 d Jkz F=- _ V ❑❑❑ W 0 M v Z M O z � C, z � � Q N N z a U � 4-J U, " w � U m � O— w N c m c = t $ I 0- 00 d Q 0co Q N o Jz M 0 o Z Z u E zo Wz sF >N <� E 0 U z® oa F°ro Aso gz z o E C �a a= �< w= °3 L wg r� < p . W F mo Z4°� J N Q '< w z z g W co o< az �= m <a 0 M v zI< y0 2 f 0 3 �CD I > L o .J O rn m m c� Co N o Q Cr 0 N m O LL Ch ch O m L.ci N r Q r 0 e3 Z � • N E O N E Ucc 6 a JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. ST 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 ( � UNACCEPTABLE INSTALLTION � DOOR JAMB (REFER TO PRODUCT TO PRODUCT P.T. TO PRODUCT APPROVAL FOR coNN. MAX.8 • PROPER INSTALLATION • DO NOT DO THIS • ♦ 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. APPROVAL FOR CONN. APPROVAL FOR CONN. r 1x4 (— 1 X 4 1x4 P.T. L • •• #5 REBAR (TYP,) ♦♦ ��• 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d @ 4" 3/16" 0 X 3" LONG L FURRING 3-1/4" LONG X 3/16"� FURRING (2) ROWS 3/16" x 3-1/2" FURRING TAPCONSLL,2X8(TYP,) #5 REBAR ♦♦♦ • ♦ AND NAILED W! 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCON @ 16" O.C. & 4" STAGGERED @ 16" ••• 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1 DETAIL ♦♦♦♦ 2x BAND W/ NAIL 10d PER MANUFACTURE MASONRY THROUGH 1-1 /2f, DETAIL 1x8 w/ (2) ROWS 8d NALS 3t! DETAIL ♦ 4S�D. so° HOOK (TYP.) STD. 90" ••� /♦1" JOIST FACE @TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL SOLID BOTH CELLS HOOK (TYP.) •' ♦♦ FACE NAILS 10d @ TRUSS VERT. WEB 1x4 P.T. DOOR JAMB (REFER METAL SEAT PLATE TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2"li! DRYWALL 41 Lill OIL U T NOTE: LAP SHEATHING TO EACH END W/ MIN. TO PRODUCT DOOR JAMB (REFERF TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" ♦♦ •• BOTTOM OF BAND JOIST TYPICAL .. F1 x 3-1/2" TAPCONECH ♦ • • 1x4 APPROVAL FOR CONN. O O.C. & 4' FROM 2 ROWS 3/16" x 3-1/2" FURRING • ♦ TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. ❑ ♦ „ No• @FIRST COURSE SIMPSON HGAMIOKTA @ 12" O.C. 4' FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ ♦♦♦ +2 �• w/ (4) 1/4xl 1/2 SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ♦ • �•• INTO BAND JOIST & (4)1/4"x2 3/4" 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3- /4�� DETAIL NOTCH WEB AT THE ♦♦♦ TITEN INTO K.O. BLOCK •••. t5^ FIRST 2 COURSESLED ♦♦♦♦ BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A _ 161°0 #FOR 2 STRAPS FILL 1st4COURSES EMBEDMENT INTO BILK.) 1/4" MAX R 2'-0" 8" 1 PLY PRE-ENGINEERED TRUSS SEE ARCH PLAN AND SOLID W/GROUT 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS PRE-ENG TRUSS DESIGN BLOCK HEADER ARCH BLKG. &BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SIDS01 SEE NOTE 1 BELOW 1/2" DRYWALL SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS * IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) 2x SUB FASCIA 2 x 8 45^ DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE ALUM DRIP EDGE BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM I I BRG WALL TYPE —T� ALUM FASCIA FOR OVERHANGS BETWEEN OVER 1 1/2" CUT HOLE 1 O.S.B. FOR BUILT UP PLWD. BUCK ARCH PANEL POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. PER PLAN I I 1-3/4 TRIM PAINTED CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3) 10d NAILS AT EA. END RETROFIT TRUSS DETAIL I I SS NAIL w/ 5/16" HEAD F CHANNEL, I I DIA. @ 24" O.C. OVERRAN .,.:• CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. FASTENED PER NOTE 2 BELOW--L —V--)— L CONT VENTED OR SOLID SOFFIT ;< . x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSBINSTALL WDW. SCREW ANCHOR\\__2 ARCH FACES W410d NAILS THRU OSB INTO 2 x 8 () PROVIDE TAPCON WITHIN CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE BLOCKING w/ 2-12d NAILS ( ) CHORD EVERY OTHER TRUSS INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH w/ 3-12d NAILS, TYP. (**) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH START OF ARC IF TRUSSES USED W/ 3 #6 X 4%" WOOD ) () NHANGS LESS THAN 3/4" - NO REPAIR REO'D. OTE: FOROVER 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING ARCH DETAIL 4' MAX. RAID. USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ LISTED IN THE DESIGN CRITERIA ON SHEET SN. MIN. 4 EMBEDMENT AT 16 O.C. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL 1 r-0rr 51-011 SCALE: N.T.S. SS 12 JACK TRUSS PROVIDED BY SEE PRODUCT APPROVAL) F CHANNEL FASTENED TO: TRUSS COMPANY OR - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT PLAN 2x6 #2 SYP @ 24" O.C. - WOOD w/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON 1 1/4" MIN. ROOF SHEATHING ATTACHED PATTERN - SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE ° yD n EMBEDMENT INTO K.) B-B PER NAILING SCHEDULE ALL - --- -- — -- ° ° , Q' !•• /4 MAX 2-0 81. STRUCTURAL SOFFIT ° #5 BAR "• 1'0 ° CENTERED W/ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) 12d NAILS SIMPSON i S F01 .. p ° : g ' s IN TOP o BLKG. & BUCK 1 X 4 FURRING 2X6 TO 2X4 H2.5A w/ (10) SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS > ° KNOCKOUT / c� 8d NAILS REV. 09.23.2021 > 1'-4', INSTALL MID SPAN BLOCKING PER � '� 8d NAILS @ 8" O.C. AT BUCK THE SOFFIT FL PA INSTALLATION CRITERIA :; ° CHAIR BLOCK 2 x 8 VERT. W/ (2)10d , NAILS AT EA. END PROVIDE 2x *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* MONO FOOTING ° PROVIDE 2 x 8 DIAG. BRACE B PROVIDE (2) MIN. CONT. W/ (3) SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS BRACE EXCEEDS 24 „ _ " BUCK (1) WITHIN 4 JACK TRUSS PROVIDED BY AND SECTION DETAILS LEAVE A CUT OUT IN O.S.B. ON TI MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL ! ° • ° 2 x 8 VERT. BRACES INSIDE TO ALLOW FOR INSULATION () ARCH #2 SYP @ 24" O.C. � 2 X 4 #2 SYP SCAB TO SIDE OF DIRT • 4 Z TO BE INSTALLED 4'-0" MAX SEE PLAN TRUSS AS SHOWN FOR O.H. UP TO Z-6" ?x OBE ° STANDARD q BUILT UP PLWD. BUCK - Ryq *DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. °. 90r HOOK c14 SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTHJ + 4F + + SOT (2)10d NAILS @ 8" O.C. N #5 BAR IN TO FIT ARCH CONNECT W/ START OF ARC NOTE: IF TRUSSES USED) W/ (2) #6 X 4%" WOOD + + TO TRUSS TOP CHORD FILLED CELL," 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAD. SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY + + .: .,�. BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL INSTALL WDW, SCREW GABLE ONLY, CORNERS WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" + + PLYWOOD SHEATHING '% r ', ,• , ,,, ,• , , r ,• , , f , 'r s• ilk THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. + ANCHOR INTO ARCH BLKG. HIP. + STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL �( B-B DESIGNED ONLY FOR THE SECTION @ ENTRY L BLOCKING AS REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS INSTALLATION OF SHINGLE SCALE: 3/4" =1'-0" SS TRUSS + + REQUIRED TO MONO TO STEMWALL FOOTING SECTION DETAILS AND METAL ROOF FINISH + SUPPORT SOFFIT 2X4 SYP ... SCALE: 3/4" = V-0" EACH TRUSS GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONNECTOR `. • CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. SEE LINTEL EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR SCHED. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL ENTER SO IT DRILL 3/4"x5"MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP PRECAST LINTEL A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL SEE ELEVATION TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY t 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER FOR OVER HANG COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (MAX. 4'-0") #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP &MID OCCURS SECTION @ ROOF EXTENSION M z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER g�-0" SCALE: 3/4" = V-0" O� SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER SS FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP U- w NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° O 2 SEE SHEET D2 AN M D SIMPSON HTT4 w/ (18)10d x 1 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL "';.. > ° o� or w a A REINFORCING AS FOLLOWS: :. _ . SEALANT FLOOR PLAN FOR 1/2" NAILS TO STUDS & (1) - MORE INFO Q u- a 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. p° ° — 5/8" DIA. ALL THREAD ROD ~ g #5x6' EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. • _ '' 6" MIN. LAP SPLICE W/ o ° EPDXIED w/ SIMPSON "SET' '' v z _ g EXISTING FOOTING (2) #5x6' IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL ' EPDXY MIN. 6 EMBEDMENT & N FILLED CELL SMOOTH. DO NO FURROW. o ° 3"MIN. EDGE DISTANCE DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE o. o Try SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE - ° iv o REMAIN FREE OF MORTAR. NOTE: `' z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. (1-STORY) 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 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) A S ECTI O N 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20"MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION I MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" = V-0" RETROFIT FOR MISSING OR WAND SPEEDSTO 110 M H*, PER PITTSBURG CORNING RECOMMENDATIONS FOR MSTAM STRAP SCALE: N.T.S. OF GUP LASS INSSCALE: 3/4" = V-0" _a n Q U G C'7 C lC M N m -o x C LL � N �o N O (d 3 O7• a� e� d �• a _C0 a3i a� sa dr= ? C •c T y C� s CUC o d U M N O N O_ M 0 `m11laasar� "�� L E..��� • ,L�' ` • �\Y,J � I .� v9`' r to s 4 J I+0 N '� :. .: ..: To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0 W �E O N c- "' 0 _N 00 N V LoQ O W # C L--� N u; LL M NN0 LL a a a z J LL i� ii 0 Z Z m:rn o 0 o o W ryo Zcc mom W U) ¢rw Z ILN d o �' �Z�� Z do ❑ 013 W N M z N M z o Q J a v) z o C1 (1)� 4-, u, � 9 U 0 C) w s to N t I U �a � Q Y • N Of o z< w M U_ Z 2 W� w'z Z. z® o E V z od CL 0 � 0 °a ow Z ° dam� wo aZ cn ao z m0 °z Z, Z Q) 0) m J NU o a� > z �Z NQO U W a 3 O ELL a g a Nz F m _0 �O <a 0� M 7 ZI< a OU � O J 'L O m cc c� LO .-. N Y o o N U) o ;, N m a--+ O LO �--+ M _Ile O Cfl co N m 0 1 O r o T E W M z m Z E O E 0 0 � �? U J Q JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. SS ) CROSS BRACING DETAIL (TYP)lr1 SCALE: N.T.S. TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE Ti TRUSS BLOCKING DETAILS Ti HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH J IT[ is IT[ 141 TB PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. �LWOOD TRUSS A Ti WOOD TRUSS BLOCKING DETAIL SCALE: N.T.S. PORCH SLAB SEE FOUNDATION PLAN 4" �.. EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" GRADE T PORCH SILL 15 SCALE: N.T.S. DIAGONAL - AT 8'-0" MAX TRUSS VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM „ 2x6 RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO BEAM 2X4 CONT. AT-j CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE FLOOR PLAN SEE PLAN FOR FOR BRG. OR REQ'D STAIR INFO. NON-BRG. WALL IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP 12"' -----------..�E---� i * ' . 11 \ W 4„ z PORCH SLAB SEE a N FOUNDATION PLAN w LU U) z (2) #5's CONT. T&B ,. W/ #3 STIRRUPS AT iv z 4'-0" WHEN DEPTH , r EXCEEDS 30" LOWER OR GARAGE SLAB 114„ SEE PLAN LARGE STEP DOWN 17 SCALE: N.T.S. SCALE: N.T.S. 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. ➢A TRUSS USSES (2) 12D NAILS J AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: N.T.S. z O I* J W W w C0 WOOD POST. SEE FLR PLAN FOR SIZE & BASE CONNECTION SEE —� PLAN 4" PORCH SLAB SEE FOUNDATION PLAN HIP G.T �- EXTEND SLAB 1 1/2" T(2) #5's CONT. T&B w/ #3 STIRRUPS AT 4'-0" WHEN DEPTH EXCEEDS 30" zz.�"_q.RADE N M T 2 ENTRY PORCH SILL 14 SCALE: N.T.S. WOOD OR MASONRY ABOVE MASONRY PIER SEE FLOOR PLAN FOR COLUMN INFO WOOD OR MASONRY INTEGRATE MASONRY ABOVE MASONRY KNEEWALL INTO CMU BASE OR PIER SEE FLOOR 14, MAIN HOUSE PER ELEVATION IF PLAN FOR COLUMN REQUIRED INFO 1 1 1 1 MASONRY KNEE WALL MAX 3 = COURSES w/ TOP K.O. COURSE CMU BASE W/ (1) #5 1 w/ (1) #5 CONT. FILLED CELL VERTICAL EACH L REQ'D @ MID SPAN MAX 6'-8" CORNER FILLED 1 MAX 3 SOLID. SEE ELEV. COURSE FOR BASE SIZE (3) #5's EA. WAY 1 1 ----- - 8" SLAB PORCH SLAB SEE LEVEL FOUNDATION PLAN TOP COURSE TO BE CHAIR BLOCKS. ENTIRE BASE TO BE FILLED SOLID SEE ELEV. FOR BLK HGT. #5 REBAR CONT @ SLAB LEVEL EXTEND SLAB 1 1/2" BEYOND BLOCK FACE EXTEND SLAB 1 1/2" (2) #5's CONT. T&B w/ iv z CONTRACTOR TO INSTALL SEE CUT MIN 3" x 3" WEEP HOLE WHEN DEPTH SECTION FOR #3 STIRRUPS AT 4'-0" r ALONG w/ PITCHING SLAB MORE INFO EXCEEDS 30" 1,�„ TO DRAIN WATER KNEEWALL OPT. (ELEV TO INDICATE) MASONRY COLUMN ENTRY PORCH SILLrl 6 SCALE: N.T.S. 1 1 1 rT--- — ------- 1 1 11 j 1 1 1 1 1 SIMPSONLSTA18 __________ w/ (12) 10d NAILS SIMPSON HUC410 w/ (14) 7 1 SEE PLAN CANT. CENTERED AT I I I I 16d INTO HEADER & (6) I I I I FOR SPLIT TO TIE I I 10d INTO BEAM - SEE I I BEAMS TOGETHER I I ROOF PLAN FOR MORE I I I I I I I I I INFO SEE FLOOR PLAN FOR I 1I I I 1 1 I I COLUMN SIZE & BASE I I I 7/16" OSB FLITCH PLATE SEE FLOOR PLAN I CONNECTION INFO --- REQ'D ONLY WHEN FOR COLUMN SIZE L J I L_ I I J INDICATED ON BM. & ADDITIONAL INFO. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN OR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON OPTION B CONNECTION INFO OPTION C SC EDULE/PLANM COMMON BM. TO POST ATTACHMENT rA EXTERIOR SHEATHING ATTACHED PER SEE ROOF PLAN NAILING SCHEDULE FOR BEAM SIZE & SCALE: N.T.S. CONNECTION INFO. BM. SPLICE OVER 2x4 BASE PLATE W/ SIMPSON L TA30 w/ or (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. I 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE: N.T.S. �-�.- � -iT�--- - sa _sue•- _�> _ - �G - -a._ _� �__ �� _-,� "- --'� �-- -- � __a-. ` � _-� < --�=. 1• • Aso • • CORNER LtSEE FOUNDATION PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE: N.T.S. WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD Ti T&B /TRUSS OR / ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE: N.T.S. 2x4 #2 SYP NAILER. NA TO STUDS w/ (3) 16d @ EACH STUD - TOENAIL EACH TRUSS TO NAILER w/ (3) 10d IF 2x DOUBLE LEDGER, ATTACH FIRST PLY w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY w/ (3) ROWS OF 16d NAILS AT 24" O.C. ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION VERIFY FLOOR JOIST W/ RIM BOARD OR FLOOR GABLE W/ FRAMING PLAN SIMPSON LUS26 w/ (8) 10d • NAILS OR IF 2 PLY TRUSS SEE FLOOR FRAMING PLAN SIMPSON LUS26-2 w/ (8) 16d AND J/S6 FOR MORE INFO. NAILS TO LEDGER VERIFY WITH PLAN FOR 2X8 #2 SYP CONT. LEDGER W/ LOCATION AND DIRECTION (4) 16d NAILS ATTACH NAILS (IF PARALLE SEE 2/D2 FOR INTO END OF EACH FLOOR BLOCKING INFO) TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS MASONRY WALL EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: 1/2" = 1'-0" COMMON TRUSS W/ INTERIOR BRG. SEE PLAN FOR CONNECTIONS INFO. I -TRUSS/ dtfOP WALL --"- - - - EE PLAN CDX PLYWOOD OR 3/16" O.S.B. MIN. (2) 2x8 #2 SYP SHEATHING REQ'D FROM BOTTOM HEADER. SEE Q/S4 FOR OF WALL TO ROOF SHEATHING REQ'D CONNECTIONS ABOVE W/ 8d NAILS @ 4" O.C. IN FIELD, EDGES & BOUNDARIES u SEE PLAN MAX. 24" STEPS SEE PLAN FOR OPT. STAIR INFO. IF CONCRETE STAIRS FORMED & POURED W/ (1) #5 EACH STEP GARAGE OR LOWER SLAB SEE PLAN 2x4 #2 SPF STUDS @ 12" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2x4 #2 SYP P.T. PLATE W/ EPDXY ANCHOR OR 2,' J-BOLT OR Y2" TITEN HD ANCHOR @ 24" O.C. W/ MIN. 6" EMBEDMENT e ... _- v � v d— ° d MAIN HOUSE e SLAB d 4 ° 2 #5's CONT. T&B I.. W/ #3 STIRRUPS AT I a a 4'-0" WHEN DEPTH d' EXCEEDS 30" (V z a 1,�„ SECTION GARAGE MONO( 21 SCALE: N.T.S. C" N O N Cn c N C y W -C S:5o 2E a� o cii _-o m x -i l9 C d 4 .... CV C" Y dam= E d Sys 3 fC 7 C N C� G E O a M N O N O 1 r� ^ -0 'ro• n�. S T'i i E OF To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. � a F O E S N 4 o N8N� V 104 o�"9 u 0 7 — To to # LL LL I f• ,n N C W tl! y cN-, C, wa a a JLLLL z Z 13 cc_°'�Xo r- «c�r > O cc J m W 02n� Z Z�� y LLW� N co Z N F z U ❑�❑ Z W Z N N Z N z o � � J o_ p Witn=" C1 QCD J t6 w � U Owg N c N Of CD Q Y r• Q N sm o z w M M J0.i i Z09 ZZ 0 Z >Z O� w 0o � n70 _ p a r z�� � wz W= in C -� � ez as U w mO o Z z mv J? N� m<w F- znz° pS U > Fb O 1 g W C 0 m <0 Da �w a= =� � p J = F GIs 0 M v W zla a 3 �O 0 = N > Ln O0 c� Q L / Q $ N II� ^0 --� U) m O Y J 1 —0 4-0 -0 U- Y C)COCalM m N Lf T, 04 Q r- 00 E41 E M Z z 7 V) E O E i _ a 0 _j Q o JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. D1 SEE FOR 2 BLOCKING DETAILS EXT. SHEATHING FLUSH W/ TOP OF MASONRY & 8d NAILS T/B FLANGE 2x STUDS-, FLOOR SYSTEM SEE PLAN --------------------------------------------t '°' .. G.C. VERIFY INTERIOR 1/2" GYP. BOARD OR (2) SIMPSON MSTAM36 STRAPS w/ (7) 10d EXTERIOR STRUCTURAL NAILS & (4) 1/4" x 2 1/4" TITENS CENTERED SHEATHING (MIN. 7/16") ON FLOOR SYSTEM TO MASONRY WALL '° '° VERIFY W/ PLAN BELOW. IF WOOD WALL IS BELOW USE (2) SIMPSON MSTA36 STRAPS w/ (26) 10d NAILS (G.C. TO INSURE SOLID BLOCKING IS INSTALLED). SCALE: N.T.S. SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 SECTION CORNER CAN NOT BE INSTALLED FRAMING ATTACHMENT N.T.S. SEE Q/S4 FOR SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR O SIMPSON SP2 w/ (12) 10d NAILS JAMB STUD 2x6 WALL, USE SP8 FOR 2x8 WALL)@ 24" O.C. REQ'D TYP O SIMPSON LSTA24 w/(18) 10d NAILS 11 Alo°o o° P. 2 - 2 x 4 SPF O SIMPSON CS16 w/ MIN. 12" END A TOP PLATES S 1 LENGTH ON STUDS / 11 Od S U SW NAILS TO STUDS ABOVE & (11) 10d NAILS TO STUDS BELOW. 2 x 4 #2 SPF STUDS C !. AT 16" O.C. U.N.O. OD SIMPSON SP1 w/ (10) 10d NAILS (2) 2x HEADER G SEE PLAN 5/8" A.B. @ 24" O.C. AND 6" FROM EACH END W/ 7" EMBEDMENT. IF AT STEP DOWN LOCATION, MIN 7" 2 x SPF EMBEDMENT PAST STEP. BASE PLATE PRE-ENGINEERED O SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE B H B o C FLOOR SYSTEM SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 n EWALL OR BEAM WALL) AT EACH STUD AT HEADER / JAMB CONDITION OR IF BUILT-UP (2) - 2 x 4 SPF STUDS ARE w/IN WALL SYSTEM A.B. TO TOP PLATES BE SPACED W/IN 6" FROM OPENINGS AND MULTIPLE STUD PACKS 0 2 x 4 #2 SPF STUDS B O INTERIOR HEADER AT 16" O.C. U.N.O. (2) 2x HEADER G (1) 2x SILL PLATE W/ (2) 12dTOENAILS. EXTERIOR HEADERS E F Np SEE PLAN F (1) 2x SILL PLATE W/ (2) 12d TOENAILS. (� F 2 x 4 P.T. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE D BASE PLATE W/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 6" 1 SEE FOUND. PLAN FOR FTG. REQ. HO STUDS UNDER 2nd FLOOR HEADER ARE NOT REQ'D TO HAVE CONNECTIONS. ATTACH STUDS w/ (3) 12d TOENAILS T&B 2 STORY I NT. BEARING WALL PROVIDE EXTERIOR SHEATHING AND EXTERIOR ATTACHED PER NAILING SCHEDULE r5 FOR EXTERIOR 2 STORY WALLS ONLY. SHEATHING CAN STOP ONCE UNDER SCALE: N.T.S. LOWER ROOF. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED SIMPSON LSTA30 w/ (22) 10d SIMPSON SP4 w/ (6) 10d x 1 112" (USE SP6 FOR NAILS BENT OVER TOP PLATE 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. THEN DOWN THE FACE OF HEADER/ STUDS (2) 2X SPF TOP PLATE 2x CRIPPLES @ 16" O.C. (2) 2x HEADER SEE PLAN W/ (2) 12d TOENAILS T/B INTERIOR HEADER 2) 12dTOENAILS. (2) 10d TOENAILS AT EACH EXTERIOR HEADERS END OF SILL (MAX. OPENING :, (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET). IF OPENING A LARGER THAN 4 ft (2) 2x SILL PLATE W/ SIMPSON IS GREATER THAN 4 FEET LS30 w/ (6) 10d x 1 1/2" EACH SIDE BUT NOT EXCEEDING 6 FEET, A SIMPSON LS30 w/ (6) 10d x 1 MIN (3) 2x #2 SPF STUDS @ END 1/2" IS TO BE INSTALLED AT OF HEADER SEE Q/S4 FOR EACH END REQ'D JAMB INFO 2x CRIPPLE AT EACH SIMPSON LSTA30 w/ (22) 10d NAILS END OF OPENING CENTERED NAILED TO STUD PACK FLOOR DECK W/ 10d NAILS @ 8"o.c. FLOOR TRUSS/ WOIST SEE PLAN SEE PLAN FOR BEAM SIZE & CONNECTIONS HEADER CONN. @ 2nd FLOOR W/ HIGH BM r9 SCALE: N.T.S. (2)-12d GABLE END FLOOR TOENAILS 2x4 TRUSS SEE R/S6 FOR TO TRUSS TOP CONNECTION INFO TO MASONRY WALL A BELOW AND ALT. BLOCKING INFO O 1. APPLY SUB ° FLOOR + © ADHESIVE TO 2x4 CONTACT SURFACE QA 2x4 #2 BLOCKING NOTE: VERIFY WITH FLOOR B 2x4 SIDE BRACE FRAMING PLAN FOR I -JOIST AT 48" O.C. OR FLOOR TRUSS FOR BETWEEN JOISTS CORRECT BLOCKING w/ (3) 12d EA. END REQUIREMENTS TO HORIZ. BLOCKING 1-1/8" RIM BOARD JOIST SEE PLAN 8d NAILS @ 3" O.C. WALL SHEATHING (2) 12d TOE NAILS TOP TO RIM BOARD & BOTT. CHORD AJS BLOCKING PANEL @ 24" O.C. (MAX) AND @ EACH GABLE END RIM JOIST END OF WALL UNDER SEE R/S6 FOR CORNERS CONNECTION INFO TO (2) - 10d TOE NAILS MASONRY WALL EACH SIDE BLOCKING DETAIL 2 SCALE: N.T.S. SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR (1) SIMPSON LSTA30 w/ (22) 10 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. NAILS BENT OVER TOP PLATE (2) - 2X SPF TOP PLATE THEN DOWN THE FACE OF HEADER/ STUDS (2) 2x HEADER SEE PLAN INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12dTOENAILS. MIN 3 2x #2 SPF STUDS () @ EXTERIOR HEADERS END OF HEADER SEE Q/S4 FOR (1) 2x SILL PLATE W/ (2) 12d TOENAILS. REQ'D JAMB INFO OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLES @ 16" O.C. 10d x 1 1/2" EACH SIDE W/ (2) 12d TOENAILS T/B (2) 10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). IF OPENING IS GREATER THAN 4, 2X CRIPPLE AT EACH END OF FEET BUT NOT EXCEEDING 6 FEET, OPENING NAILED TO STUD A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS PACK W/ 10d NAILS @ 8"O.C. TO BE INSTALLED AT EACH END. PLYWOOD ATTACHED PER TYPICAL BLOCK WALL NAILING SCHEDULE FLOOR TRUSS/ I -JOIST SEE PLAN SIMPSON MSTAM36 W/ (7) TIE BEAM 10d NAILS & (4) 1/4"x2 1/4" TAPCONS PROVIDE BLOCKING BELOW JAMBS HEADER CONN. @ 2nd FLOOR SYSTEM 42 SCALE: N.T.S. 101 SEE SS FOR RETROFIT SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE CONNECTION IF MSTAM36 FOLLOWED IF DOWN SET OR BOX HEADER IS USED CAN NOT BE INSTALLED OTHERWISE DETAIL CAN BE IGNORED (2) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" (USE SP6 FOR 10d NAILS BENT OVER TOP 2x6 WALL, USE SP8 FOR 2x8 WALL) @ 24" O.C. PLATE THEN DOWN THE (2) 2x HEADER SEE PLAN FACE OF HEADER/STUDS 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B INTERIOR HEADER MIN (3) 2x #2 SPF STUDS (1) 2x SILL PLATE W/ (2) 12dTOENAILS. @ END OF HEADER. SEE EXTERIOR HEADERS Q/S4 FOR REQ'D JAMB (1) 2x SILL PLATE W/ (2) 12d TOENAILS. INFO. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 2x CRIPPLE AT EACH END OF 10d x 1 1/2" EACH SIDE OPENING NAILED TO STUD PACK W/ 10d NAILS (2)10d TOENAILS AT EACH END OF SILL (MAX. OPENING WIDTH 4 FEET). TYPICAL BLOCK WALL IF OPENING IS GREATER THAN 4, FEET BUT NOT EXCEEDING 6 FEET, 01 A SIMPSON LS30 w/ (6) 10d x 1 1/2" IS SIMPSON (2) MSTAM36 w/ (7) TO BE INSTALLED AT EACH END. 10d NAILS & (4) 1/4"x2 1/4" TAPCONS ' FLOOR DECK PROVIDE BLOCKING FLOOR TRUSS/ I -JOIST SEE PLAN BELOW JAMBS TIE BEAM 2X CONT. RIBBON HEADER CONN. @ 2nd FLOOR [DOUBLE STRAP] rj� SYSTEM 42 SCALE: N.T.S. SEE SS FOR RETROFIT CONNECTION IF MSTAM36 CAN NOT BE INSTALLED (3) 2x # SPF STUDS w/ 10d @ 8" O.C. EACH SIDE U.N.O. ON PLAN - 2X CONT TYPIC) WALL (2) SIMPSON MS (7) 10d NAILS & 1/4" TITENS 1 OR 2 PLY GIRDER TRUSS. SEE PLAN FOR CONNECTION. SEE PLAN FOR CONN. �;;L'M - 2x SPF TOP PLATE GIRDER/COL. CONN. FLOOR DECK FLOOR TRUSS/ I -JOIST SEE PLAN TIE BEAM U_rwvryL_ " SOCKING BELOW JAMBS 2nd FLOOR SCALE: N.T.S. PLAN FOR CONN. SEE PLAN FOR NAILING AREA (TYP.) COL. SIZE (2) SIMPSON MST37 `STRAPS w/ (42) 16d NAILS FLOOR SYSTEM OR 2-STY. FRAMING BAND JOIST & BLKG. OR LVL GIRDER (BLOCK SOLID) I, I; SEE PLAN FOR ; COL. SIZE SIMPSON HTT4 w/ (18) 16d NAILS & 5/8" ANCHOR BOLT w/ MIN. 6" EMBEDMENT - SEE FOUNDATION PLAN FOR FTG. REQ. 2 STORY COL. @ GIRDER 7 SCALE: N.T.S. 2x4 STUDS PER PLAN DOUBLE 2x4 TOP PLATE 2 WS10d@ . 3" O/C �N PROVIDE 2x4 ON TOP OF 2x8 TO BLOCK OUT TOP PLATE ATTACH W/ (2) 10d NAILS @ 3" O.C. 2x4 BEYOND AGAINST 2x8 STUDS 2x8 STUDS PER PLAN NOTE: PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL SCALE: N.T.S. (1) SIMPSON LSTA30 w/ (22) SIMPSON SP4 w/ (6) 10d x 1 1/2" 10d NAILS BENT OVER TOP PLATE THEN DOWN THE (USE SP6 FOR 2x6 WALL, USE SP8 FACE OF HEADER/STUDS FOR 2x8 WALL) @ 24" O.C. 2x CRIPPLES @ 16" O.C. (2) 2x SPF TOP PLATE W/ (2) 12d TOENAILS T/B (2) 2x HEADER SEE PLAN (2) 10d TOENAILS AT EA. INTERIOR HEADER END OF SILL. MAX. (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING WIDTH 4 FEET. EXTERIOR HEADERS IF OPENING IS GREATER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. THAN 4 FEET BUT NOT OPENING LARGER THAN 4 ft (2) 2x EXCEEDING 6 FEET. SILL PLATE w/ SIMPSON LS30 w/ (6) A SIMPSON LS30 w/ (6) 10d 10d x 1 1/2" CLIP EACH SIDE x 1 1/2" CLIP IS TO BE INSTALLED AT EA. END MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB 2x CRIPPLE AT EA. INFO END OF OPENING SIMPSON LSTA30 w/ (11) 10d NAILED TO STUD TO STUDS ABOVE PLATE PACK w/10d NAILS FLOOR DECK @ 8"o.c. SIMPSON LSTA30 FROM FLOOR TRUSS/ I -JOIST SEE PLAN WINDOW JAMB TO FLOOR TRUSS/ SOLID BLOCKING BELOW. SEE 8/D-2 FOR ALT. CONDITION. DETAIL TO BE FOLLOWED IF DOWN SET OR BOX HEADER IS USED OTHERWISE DETAIL CAN BE IGNORED 3 HEADER CONN. @ 2nd FLOOR 4 SCALE: N.T.S. TOP SPLICE DOUBLE J 2x8 TOP PLATE 2x4 W/ 2 ROWS OF 10d NAILS @ 3" O.C. I 2x6 / 2x8 CRIPPLES @ 16" O.C. NOTCHED AT HEADER LOCATION SEE INFO BELOW ON CONNECTIOI OF CRIPPLES IF LONGER THAN 8" TALL. (CONTRACTOR MAY USE RT CLIPS) NAIL BACK LEG OF CIPPLE HEADER w/ (2) 12 TOENAILS HEADER FLUSH TO OUT; DOUBLE 2x6 OR 2x8 TOP PLATE SEE PLAN 12d NAILS AT 6" O.C.TYP T&B SYP U.N.O. 1 1 2xCONT. T&B - (2) 2x8 OR (2) 2x6 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT FLUSH w/ THE OUTSIDE SEE PLAN FOR SIZE 2x6 / 2x8 WALL BEYOND SEE FLOOR PLAN FOR HEADER CONNECTION - SEE STANDARD HEADER CONNECTION DETAILS FOR MORE INFORMATION — SIMPSON SP6 w/ (6) 10d x 1 1/2" (USE SP8 FOR 2x8 WALL) @ 24" O.C. 1 1 BOX HEADER (2) SIMPSON LSTJ2 w/ (10) 10d (2) 2x TOP PLATE NAILS WRAPPED UP AND 2x CRIPPLES @ 16" O.C. w/ OVER TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS AT TOP AND SIMPSON SP1 w/ (10) 10d --- - NAILS AT BASE *PROVIDE (2) CRIPPLES BELOW TO ANY GIRDER TRUSS IN THIS 2x CRIPPLES TO SITUATION. CONNECT G.T. TO MATCH JACK STUDS w/ (2) SIMPSON HTS20 w/ STUDS BELOW (24) 10d x 1 1/2 NAILS AT TOP AND BOTTOM TO HEADER (IF CRIPPLES ARE LESS THAN 8" LONG NO STRAPS ARE REQ'D) ADDITIONAL STRAPS SEE STANDARD HEADER REQUIRED AT TOP PLATE CONNECTION DETAILS FOR TO STUDS TO MATCH MORE INFORMATION HEADER STRAPS (2) SIMPSON LSTA24 w/ (18) 10d NAIL (2) 2x HEADER SEE PLAN MIN (3) 2x #2 SPF STUDS @ END OF HEADER SEE Q/S4 FOR REQ'D JAMB INFO SIMPSON LS30 w/ (6) 10d x 1 1/2" NAILS AT EACH END TYP. *FOR OPENINGS LESS THAN 4'-0" WIDE, SILL MAY BE ATTACHED w/ (2) 16d TOENAILS AT EACH END (2) 2x SILL PLATE 2x STUDS @ 16" O.C. ALT. HEADER ANCHOR SCALE: N.T.S. er, C. N � n o d Q! Y o. C RS C-) CV -.flmx N�o.. 'y�cvs y m O RO Q Y CV Y d y o 4 Q-' U � � T N e o a M N 0 N 0 LEILI6'yt,-fig>�� O co No P 7u'5 ATE 0,F CIF, �. To•�..'. To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. C' ��� 60' J 0MQZ MLL LLot7 t�4NpoMp aLL_ w mv w LLn3 Z �ZC1,103 oIL 8 19 G M LLI W WCn o�`°G <- �-j w LL NZ F (2 o61 1 Z W N z z z o o a J (L � N M z a v LU O w sJift Ul L" N �V)CD _ ~ W J Egg i W > z O z U_ zo >N Zo Z® o '6 w° tE6 �- C � ¢� r w� ° z C7 � O OQ Z CD t wo �w rp �C a o z Q OVz W g m ~O 0 z m Qr 5 J .2 ¢ W �z 8 3 g° W ? m 8< u a W o� �3 o W w� 7 ;o Mj �d Ov zla= 3 0 �O 124L = J m c� co N o LID J N m p L O �_ +-+ O L M -Y o M O m L.0 r- Q N T E c 0 M Z W z E O E w o. U _j Q JOB NO : 23-02469 SCALE : AS NOTED SHEET NO. D2 J THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCKTO OUTSIDE EDGE OF MASONRY WINDOW BUCK > , 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME • WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN -� OVER RIM JOIST AND UP WALL BY 6 IN. SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL O COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SCS 06_02 WINDOW FIN INTERFACE WITH EXTRUDED SHOULDER SELF -ADHERED FLASHING PRODUCTS DETAILS NAILING FLANGE WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING ED FLASHING (SEE DETAIL WP07) SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER N.E SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4%1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF-ADHEREDFLASHING 1 0 2 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK DOUBLE JOIST SINGLE WOOD BEAM JOIST BELOW SELF -ADHERED SELF -ADHERED FLASHING FLASHING SELF -ADHERED FLASHING DECK JOIST 2x FRAMEWALL TILE FINISH - WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK- PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions Refer to the number marked as in each detail that corresponds to the f ' numbered items in the list o Instructions below: 1. Install self -adhered flashing in order as shown by numbers 8" CMU 2. Install flashing and weather resistive barrier to form water shedding laps 4" OR 8" CMU 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH)- 4. Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT - embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) SLOPED MUD BED- 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner VINYL SHOWER PAN 8. Mechanically fasten as necessary a 1'4" PER PLAN 1'-0" PER PLAN SHOWER SEAT SHEATHING V O r\ 1 SELF -ADHERED FLASHING �,/ 3" MINA SELF -ADHERED FLASHING OUTSIDE CORNER rn m Q WINDOW UNIT �- DOOR ROUGH OPENING SLOPE FLASHING REQUIREMENTS 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 3/a"-1" BEAD OF CONSTR. (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER EXTERIOR PROOF CAULKING CEMT. FIN. water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The RIM JOIST No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 171 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 2V O D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING ]M WCEMT. FINISH SILL/ POTSHELF/CHIMNEY SHOULDER 1 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. RUBBERIZED INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE INSTALNG SELF-ADHERED HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied FLANGED WINDOW (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, �� (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and EXTEND A MINIMUM 6" RELEASEDH SIIVEASS OWNNPAPER TO E contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY BOTTOM OF FROM flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details 1 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. 1 INSIDE CORNER ' 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. �Ground� 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Conti nuously above all projecting wood trim. SELF -ADHERED FLASHING PATCH SELF -ADHERED FLASHING 1 2 4 5 Z Z 12- a �, Lu d PLASTER STOP = W CONTINUOUS BACKER WO ROD & SEALANT = W Q UJ W �3�: ° A IU) FOUNDATION WEEP SCREED II -STRIP OF SAF 1-DRAINAGE PLANE WRB iBOND BREAK WRB SF LATH I- WRAP DP WRB ONTO I THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER i3-1/2" INCH FLANGE THIS NATU DO NI DRIP ACCE SOFFIT/CANTILEVER 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in putters. Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER- - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB', PLYWOOD, DENSGLASS TRUCTURAL FRAMING TRUCTURAL SHEATHING TRIP OF SAF RAINAGE PLANE WRB OND BREAK WRB F LATH Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor - 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all Cn N 0 N CTf CV o ar -o W c L oL C= s- o_ C �C cg N m X ,.. =La- a N f0 O N .. N y O) O f4 -ICE �,., N Y °�' W Ee t c dcc:"_a 3 1 N a- M N N 0 r J%%A11112111 Mo ♦♦♦1� .. Lr t1.�Irl- ♦ Q! �. •NO 1 7371 0 � •. STfi1 C'C P: To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 9) W V E 0 Q O N 8 9 N In N 000 V U r 0 C� J# 9 G J N to r+ n L� W M �Mv a LL u- W a a 0- Y U t7 J 13 Z 0 0 Z Mrs :5 7 •L, @ CV (O ° W m J Q J P t°�pjOf Z Z coIL Z W H N O U coV ❑00 Z W 2 z z 8 0 z � g n Q - N N z cc 0 CS LL C/3 (� w � U -� O w g U0 c y c� "' I s " � Q 0 0c Z< w M o =o Z fp �o <N Q E E U O wz Z® oa �� xo a¢ �O f ., o Qz Z ,� W w= N w �H 3 0. Z Z m J 15 wm <� aw �Z 3 �3 � g�gz Zo W � �O aLL N F �3 ¢� wa d miM v zla 0 3 �0 J d' ai rn c� CU N o .-. Q J ch s m N 1 n O }+ 4--+ LL r111% M o M CN m CD Ln T_ Q 00 w Gfl j 0 Z f0 Z O to E y `m m E :3 101 U c a � ¢ p _J JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. WP1 HURR/CANE Mounting Brackots (10 Gauge4 41-1/2' X 4r-1.i2" X 2-1,2" t� Back Cross Support (May be cut to W)Ste Anchor Schedule Might Bracket (16 Gauge) Bolts 1 /2" pia. A325 Gaiv. [TYp,) a '14 Self -Drill ling Screws A/C Unit Bottom Edge * Hurricane Strap (Typical:3 in front) Washers Front Cross Support Self -Locking huts (May be cut tO W) Left Bracket (16 Gauge) p 14 Self oriling Screvvs rhru Brackets tit Back Cross Support Into A/C Unit Bottom Side ('Typical: 3 each side for hurricane use) .C)tri'diu nntallruun yrrarrutuxu a. r-lod, -rh Coati. Hzad sasac.Arx Brad. foot itat" Sol Drawing Avalasi�c "n tnlo list � ta t ifl Ap 1�r) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paget or i2tia 2021 w w �z. T �^�i3-- s >� `s � �- �' �.. T :-. i,� f# >., a �^.n �v' :y ,-�: •2� ..� #v. mm,",�.x�t"` n. ,°�--5*.. 'r" £- . ..:.. #'`. �'�� �-x- '�... +r ' _ code anillya 20 Date DotsPerNis One jyge version Mwwfwtura CDMaCtlndmerBLkase validated ex Vididated ,bitted Flit ApproYd 8storo, sinus Animation 2020 Smart Vent Products, Inc. Michas Gsham Nimes F, Ner.ro P.E. Locke BmYdan P.E. M612020 121162020 12282020 Approved Categoy:8truetad Crmne pons (077)4{1A368 PE-73TrB (334) 300-1800 SubCa.rpry: Products Introduced.,. Retuh of InfoMsnartventoom New Technology ComplWn Method: EraMotion Report tom a Florida Registered Archnecl ora Licensed Florida FtA6=4tgPrpdiaeh Professional Engineer Seca Product Modal. Numhe a rYna Quality Assuralue Product Da.. film, Apopwdfo 1D.HVHZ Us. Aaaoved four Use Outside, HVNL trltsgt Resigned Deli, Pisan 1 SmalVent Model#1540�5/0 Dual Function Flood and Ventilation Vent 12GI2023 Yes Yes NIA .1Wd100 2 sdvmi Model #1540,511 rm Duel FweBm Flood and ventilation Vent 12012023 Yee Yes NIA .1006100 3 emadVent Model#1540.5n titillated Flood Vent 12312023 Yes Yes NIA .1W/IDD 4 sm. Went Modal#154G521 In stated Flood VMt IZ312023 Yes Yes N)A -1001-100 5 5nertV-t Model 0154D524 16aquo; Garage Door Flood Vent 12r31 I= Yes Yes NIA N/A 6 Srmmlent Model *11540-570 Wood Wall Insdled Flood Vent 121312023 Yes Yes N/A .1 WF1DO S martvent Mat #1545574 14.5&qud: Gangs Door Flood Vent 12CII2023 Yes Yes N/A WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pane l oil in021 �ay�� ,n'i`t'v"s�� .-K����`"�������, ���,..a m�r'�«'.�5.� � �1��'t�,.���}t���� `��-"%','Svc-���,,,r -., +s%4x7 @b 'yam •�,a`�^' ^�,g.'' a�.., 5:. "���+'". t':?� � :e+a=. 1"�1',����,-... .^: S'851e Enm or lisle Dill gate Pending an Tim Yeision g rsttra Eemeu.eriDrxwevalidated Bar yylgided Submitted F13CArmrwaW Hrr y d at&.. Rewdm 2020 Drexel Metals. Inc. Jason Shumate Zachary R. Priest Lake Bowden P E. OW0/2020 09/09l2020 cfin 12020 t o132020 Approved Category: Rooting i,5o2).303-1511 PE-74021 (3341300-la00 SibCa.tpry: Metal Real Ishumetetgdnexmai Campteu" Method Evaluation Report Ban a Florida Registered Amliked or a Licensed Florida Praressirar Engineer -FL41787"8 product. OudRv Asevance Anortisd for Use Amroliedfor Use impact Desdarn $91 Product Mood Number or Rome Product Description cleared eluxraim Date In HVHZ Out" INNI IS�I�k Prosaure t Drexel Model Rc.fing Systems ONC 100I4S, DMC 15053, DMC 1T55, DMC 20M, 12/312025 Yes No NIA 'Woo OMC 5V Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall P.gi 315#20M argot &tftsr Data Rene Date Parana 20 �J.. Erwlnae iLie.rn. VdMaatl ail Validated Sublimed FBC Aodai Ammr>o0 status Rew.ien 2020 Thenm-Tw Corporation Steve Jaspasrn Lyndon F. Schnna P.E Ryon J. rJag. P.E. 04/15/'2021 i21312020 04222021 06MWD21 Approved Calegoi E.W., Oaxa Ia00)843.7628 PE-43409 (813)7ST-6555 "Calegory: 80hift Exled. Door Assemblies Jespereentilithernolruc Compliance Method: Evduatkin Report tom a rXn Florlde Regan anedArchitect or a Licari Florida professional Engineer FL#2U6" 5'Produnta loosely A- Acoreced for U- A-glie d for Uae jpgml 2alm $e9.�+ Prodst Mddd. Nuebe ail Nana product D,,rb .n 1, HVHZ Outalde HVfiZ I$pe,$Mt N- and 1 e. Theime-Tru FlWr-CleaNc Smooth-M. Ronhale"36:5 8qud:lmpad8qud; Opaque 12,3112,028 No Yes Y. WA C-poe re Edge Fbargl.sa Single Dap Ilnswingoutswn0: X conhaurabon) 2 b. ThemtrTru Fiha-CbsLcend Smooth-.Sar Naninal 66A39;88qud;Imp.ct8qud: opaque 12r312028 No Yes Yes WA Conp-le, Edge Fbera.ss Single Doi SWenelsl Onswnq/Oeitswing: XO. OX or OXO configurations) 3 c. Therm-Tm FiberiYssk aantl Smooth -Star NcmMal 68139:6 Swot:: Impad8qua; Opaque 12/312026 No Yes Yea WA 4 d a-Tru e Rba-Clot and Smooth -Star Th nit sac 5 e. 7b.ra-Tru Fiber -Chasid and Smodh-Star 6 1. Therm-'Ru Fbe-Clsask and Smooth -Sal p. Thanm-Tru Flba-Gla9sic and S nave -gar a h. Thenm-Tru Flba-C12W tan SmodMSler 9 1. Thera-Tru Fiber-Cletaue and Smooth -Star 10 1. Thera-Tru Fiba-Goad[ end Snwolh-Star 11 It, Therms-Tru Rber-Classic and ✓. rilodh-Star 12 1. Titers-Tru Flber-classk and Smodh+ker 13 in, Thare-TYU Fiha ..I, an d&modh-afar 14 a. Thenwa-Tru Fiber -Classic and S-11 Star 15 a. Ttrara-TN Fiber -Classic and Smooth -Star 1s p. Thera-Tru Fiba-Cbeslc and Smooth -Mar 17 q. Thenm-Tru Fiber -Classic and Snoah-Slar Composite Edge Fiberglass Double Door with or e4thaui SMdltn(wswlnyCutsweig; XX orOXXO e.nfi0uutims) Norend 119*39.:0 lum Wi ped6quok Opaw. Carpondtie EdgeFlbaas Sn .Door I bswingTOut-Ing; X contgumt.n) Nominal 8&439;0"or;lmped&quot Doe". Compodre Edge Rbergl - Single Door with Sdelib is) ilnawirgmdsaing: XO, OX. OXO c.nfig-Flom, Nominal 08#3g;08wd;.npad8wot Opaque Comp.dt. Edge Flbeglass Double Door with or with out Sldeites (,InsaingCuhawing: XX or OXXO om6g ineisnd Nominal 69#39:8 a,qud:lmp.digiot Glazed Compolite Edge Fiberglass Sena. Door, (h4w'ine/Outswl lag; X eenrQlravon) Nominal 68#39:8 aq-thrpediquo; Glazed Composite Edge Fiberglass Single Doayth Sldelee(s) lim'rinplouth ing: XO. OX.OXO conegur.tiansi Ncrmtind 88#30:8liclum etkii; Glazed Composite Edge Flberguss Double Doo with a With out Sltldhas (InswingKMsa4ng; XX or OXXD configurations] Naranel a&4W9 0 &qud;krgMd&wot, Glaxal Ccmposte Edge Fiberglass Single Door (nswing/0utsain9: X conrguradon) Nominal 8&#39:0 Sged;lmpacula ; Gazed Composite Edge Fiberglass Single Doawth adeltds) irnswlrgeouhwng; XO, OX or dXO cmfiguidions) Nominal 88#39;0 &gld;IrmpadMlud* Glazed Coronets Edge ffo.rige. Doubts Door with or with out Sldaltes onsaingfOulveing; XX or OXXO corpolu dlons] Ncmind 6039 8 eqn. :4nped&quot Glared Modee OP. Composite Edge Fiberglass Single Door IbawrlryOutawirg: X c Ilgu lit-) Ncnxnd 6441 &qud:lmpedequd; clued Melded Opdn Composts Etlge Rbagless Single Door with Glared Wood Open SIdeIMe(s) (Inswing/outswn i xO, Ox or Ox0 adhtgurinucn.) Nimrod 6039:8&qud:hnp¢d8quot Glazed Molded Open Compowae Edge Fiberglass Double Door Wfth orwithout Gazed unload Open aidal tots (hsainplowts'4'Ing: XX or OX)(O camfi0ursfiens) Neil ind 68*39:8 Villot et&quet Opaque Callwsite Edge Flberglasa Single Door win Molded Open Sbelte(s) finsainry0uawing: XO. OX or OXO configurations) Nominal 6i#39;8 &qud;bnpedralud; Opaw. Composts Edge FibelgI Double Door with or wthmt Gl o dtl Molded Open aid-.. (heainyWt"'hil XXa OXXO configurations) 1D312026 No Yea Yes WA 1213112026 No Yea Yea WA 17J312026 No Yea Yes MIA 13912a26 No Yes Yes WA 12nina2a No Yes Yes N/A 121312D26 No Yes Yale WA 12/31202a No Yes Yes WA 1=12026 NO Yes Ye, WA 121J12026 Ne, Yes Yes WA 121312026 No Yes Yes WA 1Z31u2026 No Yes Y. WA 121312026 No Yea Yes WA 12/312026 No Yes Yes WA 12312026 No Yes Yes WA Florida Department of Business & Professional Regulation Building Codas and Standards Product Approval Application Detail Pawl at 1r32021 retie Fulty or MA Pat. Date Paldree A" mm veri )martaulactumer mil& Fxrdn.er i gees. Validated ail validated Submitted FBC Approval Andr-ol rstatus Rewdon 2020 POT Industries Jars Stonewall Mlard-Dace SCCO- CER Milarm-Dade BCCA - VAL 11"i W2020 1026=20 112442020 Approved Category: Ftperbr Drop 041) 48"lao (78e)315-2500 aubCaaagory' Slldhg 2xtala Dco firr"as im6owaNillipptndllsmea.0 Canpil-Method: (2emliaaton Ma It a Usling ail FLM1-m prowad Qudltr Assurance AoansadforUse Amroyed far Use wwal l 3 a # PrOduet 70 MplK No".. Product Dian r man Contract lxWMlar Data In NVNZ Wald. NVHZ It"alana Pr.evun a 500-55(Large Missed kl ped) 1A y! Singing CRas. Door W142021 Yes Yes V. WA March 6, 2023 PRODUCT APPROVAL SPECIFICATION SHEET(2023) As required by Florida Statute 553.842 and Florida Administrative Code 913-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS ITherm A. SWINGING aTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2026 The rmaTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2026 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80.0/-80.0 psf 12/31/2026 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332..5 +40.0/40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/1412026 Pella Corporation FL2646 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psi 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.4/-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537A 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 10/812023 PGT Series 5500 FL239.2 N/A 7/30/2025 Pella Corporation Series 10/20 FL11206 +35.0/-35.0 psi 6/17/2027 Pella Corporation rp Pella 10 Series FL16603 +60.0/-60.0 psf 6/22/2023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/1612024 Pella Corporation Series 10/20 FL11161 +30.0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 N/A 5/2512031 Ca FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 N/A 4/30/2025 Pella Corporation Series 10/20 FL6694 +50.0/-50.0 psf 7/15/2024 Pella Corporation 10 Series Flange Fixed FL16280 N/A 5/2512031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 PGT Series 5500 FL261.1 N/A 5/26t2026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cem plank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soft 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 7/30/2023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A 12/16/2025 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underiayment FL12328 N/A 6/29/2023 Plyglass USA, Inc. (for Tile Roof) POLYSTiCK TU MAX FL5259 N/A 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp.. Of Ridge Vents FL16918.1 - FL16918.4 NiA 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12/31/2024 Lomancv, Inc DA4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TiLES Boral Tile Villa 900 FL7849.27 - FL7849.28 TWA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 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 I Products Global Protection ro t Galvanized Steel Storm Panels FL15076,1 - FL15076.2 N/A 12/31/2023 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2023 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 12/31/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NiA 10131/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 N/A 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N/A 5/25/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE DATE Florida Department of Business& Professional Regulation Pepe, cf3 Building Codes and Standards 1020122 - Product Approval Appikatfon Detail 9M EntiMw 20 Dote Fiend Ina 2= LM Verslie Mapufaeturer Contact EnDlneer&License Validated By Validated Submitted FOG Aooroval died sum Revision 2020 Therma-Tru Corporation Steve Jaapersem Lyndon F. Schrtvdt, RE Ryan J. King, P.E. 071=2020 C7/122020 07MI2020 10/1312020 Approved Catagory: Exterior Doors (800) 843-7628 PE-43409 (813) 767-5555 Subcategory: Swinging Exterior Door Assembles siesperilanatherrshu.co Compliance Method: Evaluation Report from a m Florida Registered Archtectoe a Licensed Fiords FM047t>-R8 Prdessbrul Engineer Ptatlueta Selo # Prpe uet Model. Number or Name Product Descr orlon 2111ilw Assu1111M Approved for Use Aoowv Centrxt Expiration Date In HVHZ d for Use Outside HVHZ Midi Resistant Ishii, Pressure 1 a. Thons-Tru Flber-Clirt is and Smooth -Star Nominal W39:8 &qutot:lmparct&quot Opaque I MIJ2022 Yes Yes Yes WA Composite Edge Fiberglass Single Door (lnswingfOut-Ing; X configuration) 2 b. Thermo-Tru F1ber-Classic and Smooth -Star Nominal 8039:8 &quotlmpaot8quot Opaque 12/312022 Yes Yes Yes WA Composite Edge Fiberglass Single Door with Sid elte(s) (Ins ing!Outawing: XO, OX or OXO configurations) 3 c. Therma-Tru Fier -Classic and Smooth -Star Nom1nal6&NS9,6 &quotlmpact&quot Opaque I V31 r2022 Yea Yes Yes WA Composite Edge Fiberglass Double Door with or without SMsiltas (Inswing/Outswing, XX of OXXO configurations) 4 d. Therma-Tru Rber-Glassk and SmoothStor Nominal SMSO Bquot;lmpact&quM, Opaque 1213lr2D22 Yes Yes Yea WA Composite Edge Fiberglass Single Door Onswirhg/Olrtawing; X wrifilluration) 5 e. Therma-Tru Fiber -Classic and Smooth-Slar Nominal 8&#39;D&quotlmpact&quat Opaque /2Y3lr2m Yes Yes Yes WA Composite Edge Fiberglass Single Door with Sidslte(s) (Inswing/Oubroi ng; XO, OX or OXO configurations) 6 f. Theirma-Tru Fiber -Classic and SrrWhStar Nominal 8136A3$0 9gU0timp2ct&g1JX Opaque 12/312022 Yea Yes Yes WA Composite Edge Fiberglass Double Door with or without Sidelbes (IroW nglOubming; XX or OXXO configurations) 7 g. Themra-Tm Rber-CIOGMC and Smooth -Star Nominal 8&#W,,88gtccimpact&quot Glazed /2f31i1022 Yes Yes Yes WA Composite Edge Fiberglass Single Door (Insw'ngfOuniwirg; Xconfiguration) 8 hrmFiber . Thea-Tru -Classic and Smooth -Star Nominal 8&#39;8&quotimpactili Glazed lwirz022 Yea Yes Yes WA Composite Edge Fiberglass Single Door Wth Sidelte(s) (Inewinwoutswing; XO, OX or OXO configurations) 9 i. Therrn-a-Tru Fiber -Classic and Smooth -Scar Nominal 6&#39;8 &grwtimpact&quok Glazed 12/31/1022 Yes Yes Yes WA Composite Edge Fiberglass Double Door with or without Sklsiites (InaMrg/Oubming; XX or OXXO configurations) 10 ), Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39,08quaklmpad8quot; Glazed 12)31/2022 Yes Yes Yea WA Composite Edge Fiberglass Single Door (Inswingl0utswirg; X configuration) 11 It, Therms-Tru FloerLlas¢ic and Smooth -Star Nominal 88#391,0 &quotlmpact8,quo1; Glazed 1213112022 Yes Yes Yes WA Composite Edge Fiberglass Single Door with S cielte(s) OnswinglOutswing; X0, OX or OXO wnfigumbers) 13 I. Tlrornw-Tru Fiber-C c and Smooth -afar Nominal 8&09;0 &quotlmpad&quot Glazed I7J31 f2022 Yes Yes Yes WA Composite Edge Fiberglass Double Door with or without Sidelitess (Inswing/Outswirg; XX or OXXO ccrdiguralions) 13 m. Thenria-Tru Floor -Claus e and SrnoothSGr Nominal S&X39;8 8qucklmpaQ&quota Opai 12131r2022 Yes Yes Yes WA Composite Edge Fiberglass Single Door Won &quotNcn-Impact&quot Sklellte(s) (In"i g/Outsvring; XO, OX or OXO configurations) 14 n. Thermal-Tru Flber-Clock and Smooth -Star Nominal 6&#39;s &quotimpact&quot; Opaque 12)31f2022 Yes Yes Yes WA Composite Edge Fiberglass Double Door with &quol;Ncn-ImpW&quot Sidalites(InswinglOutswing; OXXO configuration) 15 o. Thermo-Tru Fiber -Classic and Smooth -Star Nominal 8&#39;0 dquotlmpact&quot; Opaque 12131/21122 Yes Yes Yes WA Composite Edge Fiberglass Single Door with &quotNon-impacdcluot Sidelibe(a) Onswirg/Outswing; XO, OX or OXO configurations) 16 p. Therms-Tru Flber-Classic and Smooth-Staf Nominal 8&#3Bo 8quot Impact&quota Opaque 1 V31r2022 Yes Yes Yes WA Composite Edge Fiberglasa OM his Color with aquotfJon-Impact&quot 6ldelres (Inswing/OuteW no; OXXO configuration) 17 q. Th firma-Tru Fiber -Classic and Srncoih-Star Nominal d&#39;8 &quctNon.Impad&quot Opaque 1Wl2022 Yes Yes No WA Composite Edge Fiberglass Single Door OnsdrglOutswing; Xconfiguration) 18 r. Thermo-Tru Fiber -Classic and Smooth -Star Nominal 6&#39;8 &quotNon-Impact&quot Opaque 12/312022 Yale, Yes No WA Composine Edge Fiberglass Single Door with Sldelte(s) (InavMng/Outsw/ng; XO, OX a OXO configurations) 19 s. Therma-Tru Fier -Classic and Smooth -Star Nominal 6W9;6 &quotNon-ImpacAquot Opaque 12/3112122 Yes Yes No NIA Composite Edge Fiberglass Double Door with or without Sidelines (In¢dwriglOuts Wni XX or OXXO configurations) 2D I. Therma-Ttu Fiber -Classic and Smooth -Star Nominal 8&1WJ8;0 &quctNon-Impact&qua; Opaque 12/312022 Yes Yes No WA Composite Edge Fiberglass Single Door (Inswing/t0utewdng; X configuration) 21 u. Thermo-Tru Fiber -Classic and Smooth -Star Nominal 8&#39:08quot Non-Imped&quot; Opaque 12/31P2022 Yea Yes No N/A Composite Edge Fiberglass Single Door with Sidelte(s) (InswingrOutsw'ing; XO, OX or OXO conflouraaon9) 22 v. Therms-Tru Fiber -Classic and Smooth -Star Nominal 8&#39;0 &quot;Ni n Inpact&quot; Opaque 12/31/2022 Yoe Yes No WA Composite Edge Fiberglass Double Door Will or without Sidelites OnswinglOuh-viling: ki OXXO configurations) 23 w Thomer-Tor Fiber -Classic and S poll -Star Nominal 68#39;& &quotNon-:mpactilquot Glazed 12131/2022 Yes Yes No WA Composite Edge Fiberglass Single Door (Inswing/Outswhg; X wnfiguration) 24 X Therms-Tru Fiber -Classic and Smooth -Star Nominal 68538:8 &quot;Non-ImploAquot Glazed 12131/2022 Yes Yes No WA Composite Edge Fiberglass Single Door with Sdelte(s) O nsW ng/OutsW rig; XO, OX or OXO configurations) 25 y. Therms Tru Fiber -Classic and Smooth -Star Nominal B&#39;8 &quori lnpact&quot Guild 121312022 Yes Yes No WA Composite Edge Fiberglaae Double Door Wth or without Sideiles (Inswing/Outswing; XX a 01 configurations) 26 z. Themta.Tru Fiber -Classic and Smooth -Stir Nominal 88":0&quot,Non-Inpact&quot Glazed 121312022 Yes Yes No MIA Composite Edge Fiberglass Single Door Onswi gfOutswing; X configuration) 27 zel. Thermo-Tru Fber-Clasaic and Smooth -Star Nominal 88#38;08quotNorrlimp-Alluct Glazed 12/312022 Yes Yea No WA Composite Edge Fiberglass Single Door with Sdelte(s) (Inswirg/OutsWng; XO, OXa OXO configurations) 28 zb. Therma-Tru Fiber -Classic and Smooth -Star Nominal S&#39:08quotNon-Irrpact6quot Glazed IM12M Yes Yes No WA Composite Edge Flberglass Double Door Wth or without Sidelites Onswing/Outs ing; X(or 01 configurations) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paste 1 a 2 1I5/202/ .'% ��.-d,-�54� 61.. _.. x e?'R;, s � a.� .....»,., t.. ...... - "at FA1gZ$ DO a" Dae Penang pie. Most version ympglgg illy FSC Atlnmvd Aluarouial � Revel. 2020 MI Windows and Dper9 grant Stanger Luis Roberto Lamas Steven M. Urlch, PE 100082020 1a062020 10JI92020 12115r2020 Approved Category: Exterior Doors (717) 365-3300 PE62514 01 T) 317-8414 ttubCategoM Siidng Exterior Door Assemblies IniblngerCmtivd.eom Compliance Method: Evaluation Repot tom a Florida Registered Ardeltact ors Ucaisd Fluids FLA153"As preclude Proressbnal Engines sea # ProduU Modal. Wnba or Keene Product bazalmlgn oudnv Aesurallt% Aomowdfor Cadrect esoRetlah Da[a In NVNL Usa Approval for lifts (Mggg pdw outsw NYNZ Reptant Prossure i SERIE3420ALUMINU M SGD SERIES 420 ALUMINUM SGD OXO 12/312024 No Yes No N/A 145�31411,qudX806qud; NON -REINFORCED 2 SERIES 420 ALUMINUM SGO SERIES 42CALUMINUMSGD OX XO. XX 12,3120241 No Yes No WA 968qud;"Illopot NOWREINFORCED 3 SERIES 420ALUMINUM SGO REINFORCED SERIES 420 ALUMINUM SGO REINFORCED OXO Q? 312024 No Yea No WA 145.3/45,ouiz9s&quo; 4 SERIES 120ALUMNUM SOD REINFORCED SERIES 420ALUMINU M SOD REINFORCED OX. 1213i/2024 No Yes No WA XO, XX96&qud.X96&qud; 5 3ERIES 420ALUMINUM SGO REINFORCED SERIES 420ALUMINUMSOD REINFORCEDXXX 120112024 No Yes No WA 143&gad:x96&grd; Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pei of t n9l1A21 -;:� :•:". a fir'°.' ��.�-S^" � rr�:� zv- �;�* r^� ` t �"',-c � �:::r+�.. `� ' -q, -: �''`"��'"s r ��' "' `�- � -: >7 x � - ..... Enlita or 20 2" Data Paul- 292 j)fge version Manufacture Fndnma License validated ail y a( MAMMA Auoroved ALMA Revision 2D20 Wayne -Orton, a dwsicn sir OvEdead Ooor Dwayne K-an John E. Scetes Janney P. Amason, P.2 I CV12IM20 OW29/2020 102M020 1215/2020 Approved Capaaton (330)7e3-8121 PE-51737 (904)821-5200 Category: Exterior Doors dkomish@wayne-daltan.c SuflCatagery: Sectional Extaker Door Assarbnes an Compliance Mathad: Evaluation Repot from a Flodda Registered Architect a e Licensed Flodda Professional Enanser 'FUM244-I1120 Produda liana Product Moll. Number or Name Product Descredon Duality Assurance, Conrad Expiration bete Ar.anr.d for Uu A -raved for Tits Imaacl b-HVHK outside HYMZ 9*dMmlt Dmakin Fresco 3 8000/81D016200 #1105 Me"; Max wkeh. 14,1439; Max height. (Nedng 12/312023 No Yes Yes 131 VOI-35.00 .1.1>1e in top sir intemledide section. 10 800014100200 #1123 188a0S,MaX width. 14MOr. Max holght, Glaring 121312023 No Yes Yes *30.001-33.50 awellable In top or intermediate section. 11 800018100420D 81124 ISMS: Maxwidh. 14B09r. Maxheleld. Glazing 121312023 No Yes Y. +34.401.38.30 available In top or Intermediate, sechdn. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail ce0 eridy or 11rga Person Meaturfachurear Contact Endrssallmnse Ravish. 2020 Comes DlNdm of AADG. Inc. Tom Rattay UL LLC Category: Exterior Doors (6411434-2813 "CaupoM- Exterior Door Cgnpqunts t-raft y@..saebloy.co Corrpllatce Method: Certification Mark a Listing m FlaH1S0T.Aa Prgducta ow Product Modal. Number er Name product Desedotlan 1 Ba7, TOT, 727. 747, 757, 77?, and 847 Single and Parrs d Flu s., Glazed, and Louwaad shot. and pairs or Doors hallow nasal doors. Pawl a1 Ir=I ...1 » M rxFF,;.,"fr'W'`), >.:'"Xe ✓"(� m'-'..c �.-'fit- J��� = .. _. DILL 2e Q3e Paws 292 veemaear validated >Sularfitted FWAopmvd A,-,d status Troy Bishop, RE, 12MW2020 121012020 122112020 Approved (954) 947-0880 Qlaty Aswrance Aoorw0fo Use Amend for Use Implact Dedo3 cwrad Eapbatiori Data 1D +i�L1 ggtsid,1 tli Ii"ktant Fivss ui 121312025 as Yes Yes N/A Florida Department of Business & Professional Regulation Page 1 of Building Codes and Standards1 Product Approval Application Detail ... Coda r. NWN or - - Data Date tat. p.ndrw Dde 7Y1e Veil - martirrecturear ciated Endanger i Lioness validated as, y 1 m MAppval A,-,W status Revision ZD20 MI Windows and Doors Brent SNinga American Architectural Steven M. Urkh, PE 111171M20 11117121120 112712020 Approved category: Ydndaws Ill T)365-3300 Menuactur-Assodation 4T11)317-8454 aubCat.gory: single Hung hsidnper�rtwwtl.com Compliance Method: C.rtM Alw Mark or Usdng QOIW A,,sur Androved for the Auurneed for the added Decilorl §pq# Product ModsLml Number or Neon Caxact eladmillon DMhlde e In Hui OuHVHZ sit Pnstin 2 185 SH 52x72 FIn/Flenge Frame IWSG Sri Hung 1010SM23 No Yes No '60140 Laminated GI.. CD � Cu U Q Q � O O i c .a CU C -0 Cn O CU '^ V J O o O Q O W O CU L.L .N ^0 �Wt O Q Z Z W J > W / t3 O c csY C Ca C'V 'O }C c a - N A _ � N tit r � Y 3 a w d C CD y O Q is as CD C O 7> Vl C3 C A 0. E N Z v) CID 0_ L o Q L v O L CC O L W W Z Z Z Q J SHEET NO. PA 1.0. 111 _ - _ '-1 1 I .V F- Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Dertall Page t9 IMIZD22 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pap( off IN2021 Florida Dope fitment of Business & Professional Regulation Bulking Codes and Standards Product Approval Application Detail Pagel dl 1F,92021 V r „+- .w• 5 .. `} .... - ., �_, -.. u_:yi.' ,,.. _ _..... _.. ,. . -,... k:„ _.. _ "i .r.. _. ,n, :,1.. LL F _ .. , „ . _ jone Y Manufacturer flgglEGl Edity or & lllaama VSIdNee By YWidBW Sufforrictilped FBC Aunron9l Approved g(ejyg go* Enable Rats Ratio Co. Podro Rxt � 110W[.¢ Pelt 29A pate Pmdm Rat Sew Rev-sion 2020 Thermil Corporation Steve J.sperson Lyndon F. Sri, milt P E Ryan J. King. P.E. 10107=1 mlarml 1ylar-I21 12MS2021 Approved MM version Minuruturr cortatd 15tlMltesr&Otame Validated Av Ydlgela4 s! PACAmmva Approved etas yrya YaWga 1lHOYftudua ( Endmra Llr a vmdred Our yip g FaCAmrovill A,-,,dVersionJ6 kbwfbctuw Category: 5iterior Doors (800) 843.7828 PE-43408 (813) 767-6555 Alternation 2020 POT Industries Jane R—Old IA.d-Dade BCCO- CER Mlemi-Dada 8CCO - VAL I IM/2020 1110&= 11/11no2o Apprarod Revision 2020 MI Windows and Doors Brent 8ltlrger American Architectural Steven M U lch, PE 10,08ri020 1000617020 ion W020 Approed Rnls+on 2020 MI Wrdwvs Fnd Doan subcategory; BWrgi ng Exterior Door Assemblies sjasperspriottlennatru.CO Ctgory, Wndows (941)486,0100 (786)315-2590 CUSWT.•alhdnaa (717)365.3300 Menullift-Association (71 T)317.8454 Category: Windows Compliance Method: Evaluation Report from A In SubC l cry: Single Hung )raanN@pgdrKusaea.c SuIrCaegil Horizontal Sow bsahoriemiwd.c.n "CatapoY• Fored Florida Registered Architect or a Licensed Florida Canplf—Mamotl: Canniest- MUM a Luting eon Complgnn Medhod Owlftghm klalk a Listing Compliance Mack& Cm86estion Mark a Li ng Professional Engineer OiSSI&R F1.112046idt?Products Quality Assurance Anntouad for tlae Approved for Use Baird 21111M it" GLWYv Assurers Approved for Uu Amoved for loss 10 HVXZ outside Wall 21" neviKalt Pressure INN Prmmt Modal. Yunhr rc am Oual"Assurance pLuzin Approvedt.Use Approved for Use tmow pegm HpKZ Ragg" taMINUR Atli Product Model. Number or tame Se a Product Modal. Number or Name Product Description Contract Expiration Date In HVIfZ Outside NVMZ li*mtgant Pressure 2 SH5500ILarge werle Impact) Wyl Slagle sung ewndor 0TM=25 Yn Yae Yes MIA 1 MS I Pin -d Flares Fr— n421 nsuMed dares 02/16/2024 No Yes No .551-55 1 les PW 1 a. Thermo-Tru Fiber -Classic and Smooth -Star NominsI O #39;8 8quotNon-ImhpaoActuot Opaque 12/31f2022 No Yes No WA Composite Edge Fiberglass Single Door (InavangtOutunMng; X configuration) 2 b. Theresa-Tru Fiber -Classic and Smooth -Star Nominal SM113l &quckNon-Impact6qu sit; Opaque 42/3112022 No Yes No NIA Composite Edge Fiberglass Single Door with ScleIRe(s) (InswinglOutsaing; XO, OX or OXO omiiguntons) 3 a Therms -Ton Fber-Com eentl Smooth -Star Nominal U039;8 aquotNon-IrtymdBquok Opaque 12GI12022 No Yes No WA Fiberglass Composite Edge Double Door vAd, a vathout Sidelitee (ImwirglOutewing: )Oor OXXO configurations) 4 d. Therme-Tru Fiber -Classic and Snood -Star Nominal 780139:0 Squothlon-Inlpaa8quot Opaque 12131/2022 No Yes No WA Composite Edge Fiberglass Single Door (InsivrWOutsvoing; Xconngurobon) 5 aTherma-Ton Fiber -Classic and Smooth-Slanr Nominal 7&a39­,08quotNon-Inpagaquot Opaque 12/31/2022 No Yes No WA Composite Edge Fiberglass Single Door with Slddibill QnsvktnglOuusWrig; XO, OX a OXO configurations) Florida Departrnant of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail PP PPi Brant SRI g. American Architectural Steen M Unch. PE (717)385-7300 Manufacturers Aasach8on (717)317-5454 Ming.4.1srd,dara Papa 1 of 2 irdml text I21ta Epp An Xd"at Submithid Fw,699mval ApHIDdg mAn 1122/2020 11722,2020 1128=20 Approved )' now Aniamy Al .arms ffIn &-rand r. ore. IMOard vagm Product poscrkino contraclawmariRa It1l11A1i Outside RIM Resistant Pressure 73. 72 Insulated Glass 0403/2M No Yes No e60'-80 6 7 8 and otNon-Impaa&qu0t 1 Therma-Tru Rbr-Clawo and Smooth -Star g. Themes-Tru Fiber -Classic and Srrpoth-Star . T Fi r h. Therms ru ter Claeap and SrrpoM Ste Nominal 88839;0&quotNon-ImpadBquot Opaque Completes Edge Fiberglass Single Door (IrasvanglOueswhg; X configuration) Nominal 8&M;0&quotNon-Im eot8.4uot, Opaque Composite Edge Fillerglass, Single Door with Sidelde(e) (InsveirgtOutewing; XO, OX«OXO configurations) Nominal 8&a390 uo Non-Im Opaque 8q 12f3lt 2 1219112022 1 1 213 12022 No No No Yes Yes Yes No No N o NIA NIA NIA Florida Department of Business & Professional Regulation Page l di BuildingCodes and Standards 1awl Product Approval Application Detail Florida Department of Bu tiness & Professional Regulation papa l al Building Codes and Standards Iea2021 Product Approval Application Detail Florida Departmert of Business & Professional Regulation Pap I dr Building Codes and Standards Ia2021 Product Approval Application Detail ,. r ._ .. _... _ .. h.- c.... „ <...,.... .. .:. _�.: _.,.. .... z _. _ -, �. �.-.. ,. ,. q,.� •4'. %.. .- y..� x.:.'�. :- .: .. ;2`..- =� � 's,' � :: 1M �C '. "Y... _ ;Sr.+;� - _ P�,q Pa9 Composite Edge Fiberglass Doubt Door v4M or ,u. ago .-,. :.. ._,.. ..z. �. >n .._.,. _.... ..�.r .:.. �:. x .-. _.., ._ ,. .,..� - _ . - 2"$La 12ak..iJodOa text .:._�-.z�. ,.,r Sd0! _n..N- -s. L e- -s .,.._.. ,-- - _ ,..._..._ EotitgC �" .,_, -_rot „>�. ...6-.., _._-:'`, _ -- 12xe lax! ! Jixs - e<;'r_,.,,#,'->.... .•'r:' -.:�- ,..,._�. ri..c'F�>...: r.,> .... '`*...._, _. ST ':s�,s.,v .. ..,� SAtlg _ _. - .a:-. R-' - i .... _'B .s: -.., a.. , - FtlIOLg patio tee. r. �. .� .. :rr�_:i,.'v5.--:.Zvi•-G'r s -�-u- Roca QMa Pnam no vilNout tideless (InavAng/Outswing; XX or OXXO ]yet Version Manurwwm pg((gg Endn.er & Llcema VWdated By Validtet &A,,NLd FBC Alai Endmr& Lkc Validaed av V N"d Sblad FBC Amrord W Magfaagus Llcerwyaimmed air conligurationc) Asiona-d y rsjpn tleoutatua CgOtat t A,,r Ymim fact Midnw & Validated j FBC Amroyal Approved Rim 9 I. Thermal-Tru Fiber -Classic and Smooth -Star Nominal 89g39;86,quothlon4nipsoMquot Glazed 1213112022 No Yes No NIA Aferedoh 2020 PST Industries Jens R—Odd M)an*Dade BCCD -CER MsmI. Nde BOCO-VAL iIM=20 ii1052020 11A1r2020 Approrcd R.M n 2020 Ml Winders a rid Doore Brant Stinger L.I. RLana.. PE Stevan M LMch. PE 1008/2020 10062020 10AW2020 12/15r2020 Appi-ed Affirmation 2020 POT Industrial, Jns Rosovrsp Naml-Oade SCCO-CER 1012rN-0a48=0-VAL 1105R020 11105/2020 11A1/2020 Apprared Composite Edge Fiberglass Single Door category. Wnd.as (941)486.0100 (786)315-2590 caagay. Windows (717)385-3300 PE-62514 (717)317-&454 Category: Wndows (941)48"iOO (7815)315-2590 OnsWrafOutsvei g; X configuration) 6ulaCeli gory: Fired IrceoweldapigU dugHelr e SL ICataaory: 1Ara-9 beidnger®mhrd.can &uloCaNpOry: Will-tresowskl@pgtlnAlstdesc 10 } Therma-Tru Fiber-Chssicand Smooth -Scar Nominal 8MQS aquotNon-ImpaQ&quot Glazed 12/31Q022 No Yes No NIA Complla es, Method: Cenci Man o Urding an Compliance Mehod Evaluation Repot tom a Compllaxs Mamod: CerB/eason MaM a Long om Composite Edge Fiberglass Single Door vMh Florida Regatend Md,Ned as Licnssd Florida Sdelta(s)(I neringfOutavdng; XO, OX a OXO FLR434t24Prothet¢ Professional Engineer PLa M4U3 ProtloNzs configurations) 11 kThemra-Tru Fear-Clawo and Smooth -Star Nominal&8g39:8&quotNon-Impa«&quot; Glazed 12131/2021 No Yes No NIA LA,,ar - . Aoeraved TIM Amroatad 1, tee baul ILNm e1«euu6 a.r� - - - 9LOML&Ue A—,d tose uAoorciveafauu � nomm Dow Composite Edge Fiberglass Double Dowith or 2211A Predu.1 Yodel Marbr or Name Productct g)fQpon M HVH Oulaid, Hyig ItP�eY)p, sea rf Product Metal. Number or Marra ggduct gYertatIWD Cyi(eLxt a oalyd an Dole In Nya2 Outside HVNt R*dK p P1owaIre WiBdtrt Scalise (mawing/OutaNng; XX« OXXO 5 PW-55M r,Lerge Missile ImPson VrA Mad N9ndo• 04r302025 Yes Yes Yee NIA oedmr Assurance Amra-elj9eyye Amovm W Uea 10219 gaga 1 Muscle for Al Doors an dW ridovrs Aluminum Ifuaons 05262026 Yes Yes Yes WA 12 L Ther -Tru Fiber-Classi Smooth.9tar conflgsal 7&#s) Morn' 1 78k39'08q Glazed 12731Q022 t,b V No NIA INA Product Model. FA mbr r Nam 22 5781 contract fivpaWen aala Vwhcw Aluminum Muir- 1213i2024 �N. = Yin Yeses WAS rta c sine u ss Composite Edge Fibwila Single Door 0rRWin2/Ou1xWhg; X configuration) 13 m. Therma-Tru Fiber -Classic and Smooth -Star Nominal 7&p39;0&quatNon-ImpaOt&quot; Glued 12131r= No Yes No NIA Composite Edge Fiberglass Single Door vatli Sidelpe(s) gmwlrglOutswing; XO, OX a OXO condgurabons) 14 I. Themna-Tru F@er-Classic and Srmolh-Star Nlomhal 611,1139;0 &quetNon-Impacffiquot; Glazed 12/310022 No Yes NO NIA Composite Edge FlberglMs Single Door (Inswing/Outavi"; X configuration) 15 o. Themes-Tru Fiber-Cel and Smooth -Star Nominal still &quotNor,I mPaX&quot Glazed 12181I2022 No Yes No NIA Composite Edge Fiberglass Single Door redo configurations) gnswirglOutavang: x0, ox or OXO Florida Department of Business & Professional Regulation pawl tit Florida Department of Business & Professional Regulation Page 2 d2 mnfiguramona) Pe gu 16 P. Therms-Tru Fiber -Classic and Smooth -Star Nominal 8&039;0&quotNoNI mpad&qua; Glazed 12131I2022 No Yes No NIA Building Codes and Ste rldards Ila2fnl Building Codes and Standards 106v2021 Compoede Edge Fiberglass Double Door With or Without Sidelites it nswirg/Outswing XX or OXXO configurations) Product Approval Application Detail Product Approval Application Detail 17 q. Thermo-Tru Fiber-Cesssic and Smooth -Star Nrxrkrel 0&k39;88quotNon-Impad&quot; Opaque 12/3112022 No Yes No NIA Composite Edge Fiberglass Single Door vatll , r _ -. J .. .,. E.. :Y .. ., w r ._ ..... _ � ,e. x. s: •'; ... - . _..: .w. ..,_._ -_ _. A. . .,. ."._ `"•dui � A .. -.. .. - _ z .. .- r ., k MM.. >�� ,.�:- � +�. ._ _ tt. �. _ � ,.. '.._ ._. - , _ 3-. .r. ..._.. - _ f _,. ... < . _x.-._ e._ a<- _. -:F.. < .. .. .. . .. w._. :. ... ' . §- , `.�. ..-+5+..;3" G. •S.- hc•�r <., Tranecm(Inap rglOutsvung, OlX configuration) ..�.: „�-...c.... .... :. ,a --� r...,.._,_ � <<..,:..< ._....._..,,, -.-:� ..-. ,,.._ ._ �.. a_..- ... 1.,r..- _,,. ..<- ,_.:,,x ,=-r,.,.; _......--,___7 .: _-�_ _._ __. __. .� _ „.�.-.,>_-.�r....Er: e• 18 r. Theresa-Tru Fiber -Classic and Srmoth-Star Nominal 6&N39;88quokNon-Impact8quot; Opaque 12131I2022 No Yee No NIA rim lour« RM! 1ffi! Date Pending pre yi! J1@p Case P.iidim gate Composite Edge Fiberglass Single Door wth Manufuturr Valuated W Fed Amrova Sidelile(a) and Transom {InpvkngJOufwing; O/XO. SYga v sion a .-fa du- contact l:� r& Lit-, Vaidatsd ev YAB�tax ilia FBC Aco-el Apptgmg IDWa IYgt VYtIgO SeotaR 5MlotltiLrmm )taagatat atmapW apetpYlt iEi$Y 01OX or OIOXO comiguraberra) R.Malan 2020 James Handle Balking Products, Inc. Chad Dlardls V. Andr .. Ten John ecuthard. PE. Oil&& N 12MV2020 olima21 dog FBC Appr. R6wibn 2020 A lid. Nick Thompson Lyndon F. Sdhmkt, PE Rpm J Knp, P.E. 02152021 0211&W21 02222D21 w3202/ Apeae.d 19 &Thermal-Tru Fi3a-Classic and Smooth -Star Nominal 8117199;88quotNon-Inpact8quot Opaque 12/31/2022 No Yes No WA Category: Panel Wells (909)54"358 PE-81862 (352)36T-2528 Category. Panel walla (330)922-2389 PE-43409 (813)767.5555 Composite Edge Fiberglass Single Door With subcategory. Being ehad,drehseameshard SdxCaepory. seeks nsnrmpsan@alvde.eom Siddae(.) PnavingrO.R.W g; XO, OX or OXO Compliance leaned; Evaluation Report tan a e can C."llanee Method: Evaluai- Report fnm a Continuous Head and SIR configurations) Florida Registered Avoided ora Licensed Florida Flolde Registered AfchKxt or a Licensed Florida 20 t Then s.Tru Fiber -Classic and Srrooan-Sdr Nominal S8:1139;0 8quo0cm-Impad&quet Opaque 1213112022 No Yes No WA Praassbnd Engine. Professional Engineer Composite Edge Fiberglass Single Door wdUn Sidelits(s) (lnawimglOutsarg; XO, OX a OXO FLaa3192.RB Products FLa1S272413 Products Continuous Head and Sill co fi9urabons) Quallry Assurance Aporovedfor Uae Approved for Use know � oualav Asarace Agonneed fig Ion Ap.ovsd fa Ues 21 U. Therme.Tru Flpr.Classic and Smooth -Star Nominal 68a39,8&quakNon-Impad8quot Glazed 12/31/2022 No Yes No WA killi41 2inim Composite Edge Fiberglass Single Door vridh INA Product Model: Wnbw or Noma Product clescriatisp contract Eapaalm DMe In MVNZ Outside NVNZ ResWam Pr•sa,n 4,414 Product, M.W. Number . Me- Prodr2 Description Contract Expiration Oda a HVHZ OL"d. H1IHZ RUMaa Pnawn Sldente(s) (InswinglOLdaw"gi; XO, OX a OXO 1 Cemeenk Lee Siding fiber -cement 1.9 aking 12312(123 Yes Yes NIA WA 1 a. &q...uc't2T&quot Bonk Vent Sold Vary) Brie 12/3irM3 No Yes No WA Continuous Head and Sill configurations) 2 HardePlenk Lisp Siding fiber -cement Isp irkki 12/31(y,. 2023 Yes Yea NIA WA 2 b. ,act'Jalnince 1`46,qud; SON Vol «Send Vkryl Sae 12r312023 No Yes No WA 22 v. Thermhe-Tru Filer -Classic and Smooth -Star Nominal S&138;08quckNOn-Impad&quot Glazed 12/31/2022 No Yes No WA 3 c. &qud:Grembrier vintage Beakld&139: Soffit Vent or sold Vinyl Sofa 12C312023 No Yee No WA Composite Edge Fiberglass Single Door with Sldelte(S) 0 nswinglOublWrig; XO, OX a OXO 4 d.4Wd:�&quot k&q Vent a sold VNryl sofa 12r312023 No Yes No WA Continuous Mead and Sit configurations) 5 I. &q d:SLp ler..&q.ot; it Venter sold Vinyl Sofa 12/312023 No Yes No WA 23 w Tfwrma-Tru Fiber-Cladab and Smooth -Star Nominal 6aJM8 &quot;Non-Inpad&quot Opaque 12131/2022 No Yes No N/A 6 I. 8qud;SuD. �en8quot Solid Vent Our Solid Vinyl Soft 121312023 No Yes No WA Composite Edge Fiberglass Door Parcels with Vented Sidelite(s) (InswinglOufswhg; XK )=or XXXX configurations) 24 x Themes-Tru Fiber-Clasac and Smooth -Sur Nominal SUM f) liqucthlon-ImpaclSquot Opaque 12131/2022 No Yes NO WA Composite Edge Fiberglass Door Panels With Vented Sldelite(s) Qnsvangi0d»wFg; )OC XXX or XXXX oonfiguntions) 25 y. Therma-Tna FberZ assic and Smooth -Star Nominal S8,It39;8&quctNon-Impactilquot Glared 12J31I= No Yes No WA Composite Edge Fiberglass Door Ponsis W h Vented Sidelitill QnswinglOurawig; XX XXX«XXXX Florida Department of tiBusiness &Professional Regulation Pap 1 t FloridaFlorldB Department Business &Professional Regulation PeOa / a, 26 z. Thence Tru Fier -Classic and Smooth-StarconNoSLV3figumtione6:0&quot NOn-Impad&quot Glazed 12/3112022 No Yes No WA Building Codes and Standards 1aIe+ 1 Building Codes and Standardst4L2D21 Composite Edge Fiberglass Oar Ppnels WMn Vented Saate(s) (InswingtOutswig; X)S XXX or XXXX Product Approval Application Detail Product ApprovalApplication Detail ponnpuradons) 27 za, Thrma-Tru Fiber -Classic and Smooth -Star Nominal 6&N39:8 Non -I a8 u Glazed 12f31/2022 No Yes rJO WA _ 8quot lope q of _ i•>x .nK- ,... 'T?.i •. . .a M1 .r :,.. , '::--- tiiu+ � _ _ - - _ ♦ ... ... -, .1 e. a _ ...- "€' .. 'rat ,'§.-- -� -tx -a' Coon a Fiberglass Single Doer wlth 3&9d390 Composite dig g _... ,. - .._ .� 9dNie(s) pnsvnny0ulsvwrg: XO. OX a OXO configurations) Barite l:Dus« Rot 2" QrxtP+O@¢4 IiLY! Entity 1SIt Bea gattPmdnc 12Mt 28 zb. Therme-Tru Fiber-Cluslc and Smooth -Star Nominal 6110W;9&quotNon-I nlpact&quot Glazed 12/31/2022 No Yea No NIA S1rgi Varl- Mrelwhinar Baer Enlmer&License VBdand life ymgeg ItutarIged FBC Amm,W Alienated lifer mm YYalgn magilmagia Ctt En.lmr&us-, Vrada.d Our Yew Sbtted FBSrANLMnL hwam g prgYe Composite Edge Fiberglass Double Door w9h Reuslen 2020 TAMKO Building Products LLC Kt Eden Robert Nieman John W. KnezeNdn, PE 10p42020 0£1292020 10h22020 12M 5=20 Approved RBNslen 2020 L.V. Thompson, Inc. dea Thompson Architectural Tony Chratm sin Zadvey R. Priest Steven M Urich. PE OSM712020 09/1fiam 09J2212020 1211SM20 Approved 3&M.ID Sideltes 0 narringfOuesWing; OXXO caegay: Rrxeng (411)824.8544 PE-55166 (954)772-6224 Metes Compny(TAYCO) (813)24a.34M PE-74021 f717)317-8454 oorrh2uradon) s Buhcalagn7 Urdedaymeaa kern_edn,@trMo.cdm Ca py: aRoping. tnyap liakem ocam 29 pa Themes-Tru Fiber -Classic & and Smooth -Star Nominal 6&0*0quckNon-Impad&quot Glazed 12I31/2022 No Yes No WA WhCatpory: Ronan Accessaies that are an Composite Edge Fiberglass Single Door with 38J139;0 Compliance Method EveMailm Repot from a 9 S clelee(s) (InawingtOutawirg; XO, OX a OXO Floritlda Registered Architect or. U-sed Ronda Integral rl ofthe Roofing System configurations) Profession! Engineer ComplMnn Method: Evsuadon Report tom a 3o zd. T'heima-Tru Fiber-Chessile and Smooth -Star Nomrul 3910*08quotNon-Impacttl Glazed 12131=2 No Yes No NIA Florida Reasoned Mchded ore Licensed Florida Composite Edge Fiberglass Double Door with rLonzampiceducas Professional Engineer 38939;0 Sdeldes (lnsvmgKOute Wng; OXXO configuratconfiguration)91d1g(dlMursOGt Aporpvedirera. A®[ovedlrern lmpBfd pappn Fii.$gawti 31 ZB.Therms-TNFIDer-Gassicand SmoOtinSlaf Normatral 12/31/2022 No Yes No NIA tltaE ProduxtY.dd.NumhraNamaProduct Ongdadoo Contrast Expkalkm Data InHVhZ Outri RIM atalat d rP„geglp, QualtrvAssurance AsoprowdferUse Approved fat thin Series Composes Edge Glazed Fiberglass Singh 1 TAMKO Rod Underaymems (HVFQ) R..fundaeaymnta for use h FBC FNri12 OBr2B2023 Yes No MIA WA $egi p cntrct Egleston Dab In FM1t gggi1eg pIsyM(rs Door with or Without 19#39:2 SideMe(s) )rlsdctions. i TAMCO Flat Top OtFRdge West soh Bane for Tie 26 gar, late r-/vardinita vdh bane OWN/2028 Yes Yes NM WA (ImwinglOutowig; X, OX XO of OXO configurations) 2 TAMKO Rods Underla ts(NONAVIQ) Rodundeda ymen ymnhTo uaeh FeC n--HVIa 0812942023 No Yes N1A WA 2 TAMCO Gooseneck VON 28 ps. 011082028 No Vas NIA r0452S talsdWais. 3 TAMCO 01PRidge Roo(Vat wit sales 26 ga. shade r-fvrrdW. With Integrated beffle 090012026 Yes Yes NIA WA 4 TAMCO Round Top Off Rk1ge Vent with Bathe for Tit 26 g& sate riolf nl later soh baffle 09/g821128 Yea Yes NIA WA Florida Department of Business and Professional Regulation Building Codes and Standards 3/15l2D22 Product Approval Application Detail Pp PP 1`06259 R31 got EMIN or 2 LM Status Tyke YSC@19Il Manufacturer Contact FJlg)neer & Validated Validated Submitted PendtnD. gRuroved Approved Revision 2020 POLYG LASS USA MauryAlpl rt, License John W 10126/2020 1=212020 FBC 12115120M Category: Roofing S9542331330Smalpert§polyg(ass.com Robert Nieminen Knezevich, PE ApR�St9l Subcategory: PE-59168 (954) 772-6224 11101/2020 Underlayments Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#6269-R81 Products Qualav AmMill a Approved for Use ARRMndfor Uea lmla= Damon aoo N Product Model, NLny&w or Name Product DaaOrl Ian Dt*Contract Exdratlon ((j�Z Outside NVN2 $g ,B Pressure 1 Polyglass Roof Underlayments Roorng undenayments 10121R022 No Yes WA 4WAI-M 5 1 Polyglass, Roof Underiayments (HVHZ) Polyglaw roof undenayments for use In FSC42/232023 Yes No WA WA HVHZ jurisdictional. 2 Polyglass Roof Underlayments (nOn-HVHZ) Polyglass rod underlayments, for use In 12232023 No Yes WA eWAI-622.5 FBC non-HVHZ jurisdictions. 1 Polyglass Root Underdyments (HVHZ) Poyglass roof uncierlayments for use In FBOI W23+2023 Yes No WA WA HVHZ )uhscidons. 2 Polyglass Roof Undedayments (non-HVHZ) Polyglass roof undemayments, for use In 12f23r2023 No Yes WA +WA/-522.5 FBC non-HVHZ judsd)Odons. 1 Polyglass Roof Undeda entl HVHZ P I ss rod under) entl for use in FBC12f2312023 Yes No WA WA ) a Yd NtT ( dye ayes HVHZ junadictiais. 2 Polyglass Roof Underlayments (non-HVHZ) Polyglass rod underlaymants, for use In 12123f2023 No Yes NIA 4WA1-622.5 FBC non-HVHZ jurisdictions. 1 Polyglass Rod Underlayments (HVHZ) Polyglass roof undenaymants for use In FBC12r23I2023 Yes No N/A WA HVHZ juriadictions. 2 Polyglass Roof Underlayments (non-HVHZ) Pdyglass rod underlaym ents, for use it 12123,=3 No Yes WA -WV=.5 FBC non-HVHZ jurisdictions. Florida Department of Business & Professional Regulation Building Codes and Standards ProduetApproval Application Detail Page 2 of 30=3 f§!t InFlas, Vandon Msnrdahmr cud Name -A udame Validated By Wed BubnMad PW Aovova r� Blinn Re,As err 2020 MITak Inc. Eon Weldon ICC Evaluation S-Aw LLC ICC Evaluati- Service , 01A311D23 12,20r2022 01A32023 Apprexed Category: Structural C.mpce Ise (952) 8984MS LLC. BdxCaapory: Tru. Plaea eradn®mii.con, (205) 599-9800 C4trpllares N,4Mod: Eveluaim Report from a Product 15"lmaprl Entity PLitet4N0 Products SMIaYAir— Arorerod fig this Amrowd Ion Ltse Imseat 011c, AW Prodct Yodel. Nrnbar or 11— Product Contrast Eadratlen Darr in HNiz OWaM HVHZ Iterseart jam, 1 MISAHS 18 gig. high strength truss connetlor plate 12/312(124 Yes Yes NIA WA 2 MISSHS 18 ga. cupw high grangih miss connector plate +2I3112024 Yas Yes NA NIA 3 All is is ga. t.. wlnect-date 17431/2024 Yes Yes N/A NIA 4 M718HS 18 gs high strength e1I56 connector blab 121312024 Yes Yes NIA N/A 5 MT20HS 20p, high a top edam d-nedor pate 12/3112024 Yes Yes NIA WA 6 TL78. M718 18 pre. buss dunned. platen 12/312024 Yes Yes NA N/A 7 TL20, M720 20 gar toss c-necta pater 12/312024 Yea Yes MIA WA Florida DepaRmem of Business & Professional Regulation page I d1 Florida Department of Business & Professional Regulation Page i d3 Building Codes and Standards Building Codes and Standards 117=21 Product Approval Application Detail ProdtCt Approval Applica tion Detail 4..- �. rigslt Fray Bee Bit Date feandre Bet Calls EFM Boca all Data Pod- sae itgg YmlgO 2glaaetaa idEw Enchrear-AiLcose Validated Bu V lld b d ffi FBC Annmva Appalled ,a, lye! Version Manufactures C"I' Enausr A ucara Validated Be ValidatedFRO Amoral App� �eom Reviai.n 2020 Lanance Kahma Jaley Jima L Budmr. P.E. Stevan N. Urleh. PE 1123rim 11OV2020 1129r2020 dnp FBC Appr• Revision 2020 Baal Roaring Anderson Robin LAPMO Uniform Epuatbn Gary W. Walk. 1 i,03/2020 110022020 111DS2020 Appro ed Caeg-r- Roofing ( O1 PE-31242 (7171317.8454 CaegW Rcang (801) 360.6091 S.MmLLC (205) 854.O66 ButiCateao7- Rooting Accessories that ream klelevelanmco.can SubCategory: Roofing Tiles RobnMderam@Oaa.m Integra Pan Dime Roollnp SY6[arl C.npllarwi Method: EVdual-Repel frame m Cprryliar,n MWnnd: Evauatbn Repot tan a Product Evauetlon Entity Floods RegiateretlMchttecta a Licensed Florida Professional Engineer ELA612Ers1k t, FLO172aZ4MPmd,ct, quality Asurance AmrevM for use Aearaved for Use fog(:j Dedon oYatyAssirence Approved file use Approved for Uss Bona Bruton In:ti:Y11Z flagell t EWWre Jmpact t� 16 finemy- taake, 6fale, Country BMe. Spot Old English Flat Prole- Denver, CO 12r312020 No Yes NIA WA Brag DescriptionN— Product Ctrct EmilralljorrOal, in NYN2 outside HVM Resistant P,— Thatch damp; "pad 1 Deck -Air" DAB a TRFEsiB Deck -Air DA-4 Low Proas, Polypropylen , Rash., Roof Vent 12/102025 No Yee No «97.5I.97.5 17 sax-y NO-SWe. Shale &amp: SOR Snake Flat Profile- Stockton. CA 12/312020 No Yes NIA WA MschaicellyAdeched to Plywood Deck. 18 Barony 500-&e1e,Risks Atari Shake Flat Profile- Risk., CA 121312020 No Yes NIA WA 19 9exny 700- Shake, Slav hemp; Sark Shake Flat Prfile - Stockton, CA 12AIM0 No Yee NIA WA 20 9esmy7td-Sheka, Bae&amp; SPN Bake Flat ProkN-Rieto, CA 177312020 No Yea MIA WA 21 7e)rs Espana IBarcelona WOh Prdle- Katy,TX 12/31r2020 No Yes NfA WA 25 Nib Les Rolla - Katy. TX 12/312020 No Yea NIA N/A Florida Department of Business& Professional Regulation Pagel of Building Codes and Standards 102B22 Product Approval Application Detail n � Y r3 Y r f _ f" .. ,+n,_c.< 1u,-.. ,, i ,_r Lr>-,�'.`_,F-C ,-.-=` "'"-✓._G v 4.1`=-s.. r,. _- .r =a�^ >- 996 ,< ILtily or .Diu Paridiru 23a Type Version Manufacturer Contact EnamaeiLlcrnae Validated By Validated Submftgd FBC Approval Approved status Revision 2020 All American Sh utters and Gas Mks Barbieri Frank L Benrmrdo, RE Troy Bishop, P. E. lG28/2020 1W1512020 11IM2020 12M5/2020 APPrwed Category: Shutters (561) 712.9882 PE-0046549 (B54) 947.OBBO sullCatagory: Storm Panels mlkebCahlamenoanshune Cc rnpilanee Method: Evaluation Report from a rsmm Florida Registered Architect or a Licensed Florida Professional Engineer FLY7?A8&Rs Products ggelmr Amu ranee Approvedfor Uae Approvedfor Uae Impact Deslan SS a Product Model, Num lageror No.. Product Description Contract Expiration Uah In HVIR Outside HVHZ Roslsbnt Pressure i 24ga GoWnlzed Steel Storm Panels 24go Galvanized Steel Storm Panels 12131Q022 Yes Yes Yes WA C441 LM[ Vmi,, Yam6aWa Revision 2020 W.Yemaeuser Category: SWdurd Components SubCW.WW. Engineered Lumber Compann Medad: Evalusti- Report hdrhi s Product Evaluation Entity FUNUMI Products Ape Pro kpl Yoder Nmber. Nam 1 slit f0m LVL 2 Panels. PSL 3 TmterStrerld LSL 4 TJ Rho Beard 5 Weyerlle was, Rim Bad Florida Depelbrhent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paw I or 1 e/142021 )s>bb or 2n Rat pate Fending Dag sg= grearrear Is likener Validated av YlII m BLobmNtvd FOG A2W-M AQeraytg JIM& Rob Ba hein ICC Evapation SerM-, LLC In Lehrer PE. OW2(2D21 IOAYM20 02/03I2021 Apprwed (283)824-8476 (608)838-3288 suseser.cocordMn@tveyarNe n I�i,77'7 Lsndn.d VeMarlumher OW312023 No Yes WA N/A parallel Strand Lumber 03/3wm No Yes WA WA Laminated Strand Lumber OW312023 No Yes WA WA Structural Compote Lumber or Oriented Strand MI2023 No Yes WA NIA board RIM Board Oriented Strand Bnd Rim Board OU31)2023 No Yes WA NIA Florida Departmert of Business & Professional Regulation Page 3 d4 Building Codes and Standards 30=3 Product Approval Application Detail r� r� y' •_+ dui �4 ;i ll t C:' ZC la's .-,'>� $ 1 � 1rK u 9 .. k. -..� .>.. re ,.. -, ., .... _ .,pp .,.�a. as . .�•�. .. A. .: -. ;i". �s..-..Z., < .. _ £f.., sr- ..r .:l not, .s _. �, ».�. �.�.3a-{? __ .�.. . .....+'a rt�,. ,.._ _ ,. .__..._ _._.__. o53E. � _ _>. _.�..-. .,x^ a M.nr ,, ..... ._not e--v.?•, ..-,... _. .., y'.�"�5�#�'1S: b�. ._`ks++ .. _ ... i5 a� S2k Isaw 211 ad, Data Pod- 20 TTt VW I,, LU,uf,,tu,, &gum Vdtlaed air rVaMi1W gwxwm FIIC Aooravat Agll®Ma $1 Rdsnidpn 2020 OAF Mlcnael 80eh Resat NOminen John W. Kne2avlch, PE 1211912022 12H72022 12002072 O2072023 Appr.vdWo d Caeg.y: Routine 1800)786-3411 PE-58166 (954)??2-aZZ4 ad,Category: Asphalt SNhgies mstleh@ear. elm Compliance Method: EYduarl-Repot from a Florida Regbtead Ar-Nast a a Ucem d Florida Professional Endnear F{ $MIRe,A4� Approved for that Approved for Use Impact Reim BIBS PJoduct YatNt NUMX2 Name Product burlodon eortrad Emir dimpate a1 Ii out" Ill R*siu.x Pressure 1 GAF Asphalt Root Shhgles for use in FBC n-HHVtU Fbergafie roinforced 34ab, laminated Stab and 12H62025 No Yes NIA NIA landkti-a hiPnidea asphalt shingles Florida Depertrnert of Business & Professional Regulation Pave I oft Building Codes and Standards 18rm21 Product Approval Application Detail S' i' S2ft ra@BC.4L 2M Bat Qua MSW g11e 1SrJ» Version Yanuraeturr Cased Ahnanar a Uear.eyaWaad Ev Validated 8ubmte4d PAC Arpropl An rho deters Revialon 2020 Flodds MOW Products Inc. Clerk Jones James L. Bucker. PLC Steven M. Urkh. PE OW, M20 o92sr2020 10g4ri020 12her2020 Apyowd CYepery: Reding (904) 7834400 CBUCK Engin- hg (717) 317-8454 subcategory: Roofing Apcsseariw the are an dark@tameo.com PE-31242 Integral Pan ofthe Rooting System Cortpllann Mahed: Eroiu lion Repot ft.. Fleece Registered Arofted or a Licensed Florida Prdaeslonel Enginer FLa21SMI.92 Ropuma OnWb Aseaance, Approved for Use Approved far Use kw= pest- s.p a Pree,at Yoe.L r&.ror a calm Pr d t S�Exaln lon Oda 1, NYHi ld�tle�:= aYd6Atl Pressure 3 3-FLAMCO bgrphRV tORltlge Vemsoad, Aluminum Ridge VeNe for otOhed root febtcated 12r3112024 No Yes No WA from 0.025' Aluminum Florida Department of Business &Professional Regulation Papa 1 ai Building Codas and Standards 3arzozl Product Approval A IlcatlOn OdellPPF PP ,.._ 111111 for 20 2&t Ode Pardoa ➢u M" v1DIgn M&mdwp m Contest Ersaluer&utensils VddWhd By Vdftffi @dmftw FACAnorovel AMC sloA Revision 2020 Glebe Protection Preduds, I.I.C. Tim Robinson Water& TFA Jf.. RE John W. Its etr ldl, PE 09106020 DM&2020 1DJDinM 1215,2020 Approved Caapay: &hull B64) SW7545 PE-44167 (954) 772-9224 Subcategory: Balm Peen Cm.robimen@sppea.do Campllnua NWwd: Evaaafbn Report tome m Florida Replaend Adored or a lknsed Fkxritla Proteselenel Engineer KNIS07H4 Products Assures Y Acrdrvedfdr Uw Approved for use eDp);,(r gei1m BALL` 59mYdZokgiQM 20ft la, HVKi $atll, KVlL 6lgagaux tL9Maa 1 20 Gass Gel --mad Bled Sham Panas/HM12 Ccnugated Oelvsnind Bea Siorm Pamir retained 121312023 Yes Yes Yes WA or net by trek, to pre Ida numnrs P ectl-. 2 24 Gage Gavmped Steel dorm PeadiH ndVH2 corrugated Oalvenlzed Bsel Storm Panels cashed 12G12023 No Yes Yes WA a not by tmda to prorlde humane protection. Florlds Department of Business & Professional Regulation Par I tit Fiords Department of Business & Professional Regulation par., di Building Codes and Standards +n2D2, Building Codas and Standards wlm2, Product Approval Application Dlrtat Product Approval Application Detail E. .a � kit .. Z. . : LSc mti':_ - ^�,X".if4 } '� S_r `4a1•`d+7' .h 2 ^1 }. �t- �q ,,., .,.,,tea �,•` :�. .. . Y' r - � „�=. .x �' ::;'. � -..s f r _. �` v-,. a, .. �+-� _z ._ .- .e. ,. _r e-u. ..-,.:.^.. h +2,v .y :c, '"•1.fiY.�s . xxv�.. Ear ,v _- .. a >, >,. -. eS _. , t, _. '-�•. ,_ :.. _ 'Y .a a�< µ, 1" u'. «� ..,, -.. ., )• r ,,..,F. u�ani Our. �s=Yrt'd.'rSah, ,.. _,_>___1 � ,,,_.., _,. ,w.,_. M,,. .. G , F .>„o-_=.^•, ,. ti!�nrl�...-m,..,��c. ,R..!r, . __ .. .,, v. .�.-, >rJ# .-�-. � ..� .�..,. .a ., ., -..� 4, _ r�'s„e, epgt Day or fAtt RAtDee Peoria pate _ 06 'P,OgO[3L 20� Bit D9N Faidim Rot I= Vradn t4aBYfaYY(i FM= EncenserB.Lk.— ValidatdEar YYgaMg lBmllafg FRO Amrovat AMXUM BIaY Iles Version Manufacturer S,lases EIMWliilversl VYWMrf By y)UNp BLtNtd PRO Amnval Anoroveo gp� ReWa- 2020 Alpine Stuart Lexka ICC EveluaNn Service, LLC Wlaan M. Ranirl, PE 101312020 1022Q020 1110512020 11005202D Approved ftawelon 2020 CanmOrda C-adO Praducla.lne. Rdxrt Oilis 6anfuelA Greenberg JMn Hoy 12/7612020 72r1 B12020 1229V2020 cling FRO Appr, Capay: Structure Componants (321) 710-3377 (407) 681.1917 eubCaegory: Truss Plat.aewn@alPnenw.eom CMKgM. "Ural Components (813) 859d70T PE-342/5 (352) 588d311 subCaegoy: Products introduced as a Rest o1 pnaatwtor®phoo.com Conglltrnce Yahod Evauaiax Rep -toms Nor Technology Product Evaluation Entity Complece a14111ad: Evaual- Report from a Florida RagidordAmhfi ct ore U-sed Florida FLMBB"? Predu h Professional Engineer Ou.i*v Asrranu Approved for use Apes-411 Uw Impact O." Ing Freda.Model- NumberrName Epp G�edExeMatbaDote Inli H*M ffi!i� Pnswra Ptaljt4aePrtBsra 1 ITW BCr Apia Higiher Slang& iH damp: 8) Metal Comeet. Plan 1?l312024 Yea Yea NIA NIA CkWar Assuraro Ammrad for U, Apprnued rouse impart RJam 2 ITW BCG/Apse Hinge Plate MINI Canada Place 12/31202/ Yea Vas N/A NIA $L44 Product Model. Number or Name Product,lilapOlim age In HVHZ QNlds HVHZ ReshUM Pressure 3 ITW BOO/Apse TMlex Metal Connector Plate 12/312024 Yes Yes WA NIA i Qua" Prolast aCorran.tla Concrete Products Precaat and Prestressed Cor le Unteb 0502024 No Yea NIA WA 4 ITV BCG/Aplm Wave Maul Connector PAN, 12/312024 Yes Yes, N/A N/A Florida Department of Business & Professional Regulation Paw 192 Building Coder and Standards 92e2o21 Product Approval Application Detail 299111: l -= '-•� )1@4 Jata lials,:l'.aAOg J1ta Tygt Ysulgo Maw Soold Eminaer&Ldcerue ValidatedB,r ltdmnffi submitted FBCAowovd AcaalQt Mgt& Aifirtndbn 2020 Apha Aluminum, Inc. Jose OWN Was R. Lomas S evim M. union. PE 11A62020 11H62020 11202o20 Approved Category: Pool Wells (407) WB-2005 PE-62514 (717) 317-8454 albC.bWry: Scets atxlaaludnunknc�yaho Corrpltsnce YamOtl: EWVuat- Repot tome o.com Flonda ReglsteredArehiteetdr. a Ucosed Florida Professional Engineer Quality Aearaxe Approved for Usa Approved for Use IRMW peegg :an& ProdW YptlsL IAmbr or MamaProdut DescritionCoarad Emo-alon Ora a MVML Canada HVHZ aagili(x I-,, 1 Apha Au^etum Sold 8amp: Vented Mimin um Sorer Alpha Aluminum acid bamhp; Writ ad Aunhum 07r302023 No Yes No WA CMU &amP; Wood Soffml CMII &amp; Wood March 6, 2023 ^W ^W W O �A N CD_ O O t� n' t` `v N � �^ O O O O W C Q O L.L_ .� ME O O O /U�CL Z Z W J era N nil � O t" N � W -. 1a Q L\ c V M co N W X N d N aV L C N 3 7C as s al I W L C OC r..s Q 3 1 c� al CU E O CAtZ '� C C5 tl W ca vca E =3 Cases cu / O CL O L U O L. CC H O Lr W z Z a J a - SHEET N0, PA 1.1 Florida Department of Business and Professional Regulation Building Codes and Standards 3/15l2D22 Product Approval Application Detail Pp PP 1`06259 R31 got EMIN or 2 LM Status Tyke YSC@19Il Manufacturer Contact FJlg)neer & Validated Validated Submitted PendtnD. gRuroved Approved Revision 2020 POLYG LASS USA MauryAlpl rt, License John W 10126/2020 1=212020 FBC 12115120M Category: Roofing S9542331330Smalpert§polyg(ass.com Robert Nieminen Knezevich, PE ApR�St9l Subcategory: PE-59168 (954) 772-6224 11101/2020 Underlayments Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#6269-R81 Products Qualav AmMill a Approved for Use ARRMndfor Uea lmla= Damon aoo N Product Model, NLny&w or Name Product DaaOrl Ian Dt*Contract Exdratlon ((j�Z Outside NVN2 $g ,B Pressure 1 Polyglass Roof Underlayments Roorng undenayments 10121R022 No Yes WA 4WAI-M 5 1 Polyglass, Roof Underiayments (HVHZ) Polyglaw roof undenayments for use In FSC42/232023 Yes No WA WA HVHZ jurisdictional. 2 Polyglass Roof Underlayments (nOn-HVHZ) Polyglass rod underlayments, for use In 12232023 No Yes WA eWAI-622.5 FBC non-HVHZ jurisdictions. 1 Polyglass Root Underdyments (HVHZ) Poyglass roof uncierlayments for use In FBOI W23+2023 Yes No WA WA HVHZ )uhscidons. 2 Polyglass Roof Undedayments (non-HVHZ) Polyglass roof undemayments, for use In 12f23r2023 No Yes WA +WA/-522.5 FBC non-HVHZ judsd)Odons. 1 Polyglass Roof Undeda entl HVHZ P I ss rod under) entl for use in FBC12f2312023 Yes No WA WA ) a Yd NtT ( dye ayes HVHZ junadictiais. 2 Polyglass Roof Underlayments (non-HVHZ) Polyglass rod underlaymants, for use In 12123f2023 No Yes NIA 4WA1-622.5 FBC non-HVHZ jurisdictions. 1 Polyglass Rod Underlayments (HVHZ) Polyglass roof undenaymants for use In FBC12r23I2023 Yes No N/A WA HVHZ juriadictions. 2 Polyglass Roof Underlayments (non-HVHZ) Pdyglass rod underlaym ents, for use it 12123,=3 No Yes WA -WV=.5 FBC non-HVHZ jurisdictions. Florida Department of Business & Professional Regulation Building Codes and Standards ProduetApproval Application Detail Page 2 of 30=3 f§!t InFlas, Vandon Msnrdahmr cud Name -A udame Validated By Wed BubnMad PW Aovova r� Blinn Re,As err 2020 MITak Inc. Eon Weldon ICC Evaluation S-Aw LLC ICC Evaluati- Service , 01A311D23 12,20r2022 01A32023 Apprexed Category: Structural C.mpce Ise (952) 8984MS LLC. BdxCaapory: Tru. Plaea eradn®mii.con, (205) 599-9800 C4trpllares N,4Mod: Eveluaim Report from a Product 15"lmaprl Entity PLitet4N0 Products SMIaYAir— Arorerod fig this Amrowd Ion Ltse Imseat 011c, AW Prodct Yodel. Nrnbar or 11— Product Contrast Eadratlen Darr in HNiz OWaM HVHZ Iterseart jam, 1 MISAHS 18 gig. high strength truss connetlor plate 12/312(124 Yes Yes NIA WA 2 MISSHS 18 ga. cupw high grangih miss connector plate +2I3112024 Yas Yes NA NIA 3 All is is ga. t.. wlnect-date 17431/2024 Yes Yes N/A NIA 4 M718HS 18 gs high strength e1I56 connector blab 121312024 Yes Yes NIA N/A 5 MT20HS 20p, high a top edam d-nedor pate 12/3112024 Yes Yes NIA WA 6 TL78. M718 18 pre. buss dunned. platen 12/312024 Yes Yes NA N/A 7 TL20, M720 20 gar toss c-necta pater 12/312024 Yea Yes MIA WA Florida DepaRmem of Business & Professional Regulation page I d1 Florida Department of Business & Professional Regulation Page i d3 Building Codes and Standards Building Codes and Standards 117=21 Product Approval Application Detail ProdtCt Approval Applica tion Detail 4..- �. rigslt Fray Bee Bit Date feandre Bet Calls EFM Boca all Data Pod- sae itgg YmlgO 2glaaetaa idEw Enchrear-AiLcose Validated Bu V lld b d ffi FBC Annmva Appalled ,a, lye! Version Manufactures C"I' Enausr A ucara Validated Be ValidatedFRO Amoral App� �eom Reviai.n 2020 Lanance Kahma Jaley Jima L Budmr. P.E. Stevan N. Urleh. PE 1123rim 11OV2020 1129r2020 dnp FBC Appr• Revision 2020 Baal Roaring Anderson Robin LAPMO Uniform Epuatbn Gary W. Walk. 1 i,03/2020 110022020 111DS2020 Appro ed Caeg-r- Roofing ( O1 PE-31242 (7171317.8454 CaegW Rcang (801) 360.6091 S.MmLLC (205) 854.O66 ButiCateao7- Rooting Accessories that ream klelevelanmco.can SubCategory: Roofing Tiles RobnMderam@Oaa.m Integra Pan Dime Roollnp SY6[arl C.npllarwi Method: EVdual-Repel frame m Cprryliar,n MWnnd: Evauatbn Repot tan a Product Evauetlon Entity Floods RegiateretlMchttecta a Licensed Florida Professional Engineer ELA612Ers1k t, FLO172aZ4MPmd,ct, quality Asurance AmrevM for use Aearaved for Use fog(:j Dedon oYatyAssirence Approved file use Approved for Uss Bona Bruton In:ti:Y11Z flagell t EWWre Jmpact t� 16 finemy- taake, 6fale, Country BMe. Spot Old English Flat Prole- Denver, CO 12r312020 No Yes NIA WA Brag DescriptionN— Product Ctrct EmilralljorrOal, in NYN2 outside HVM Resistant P,— Thatch damp; "pad 1 Deck -Air" DAB a TRFEsiB Deck -Air DA-4 Low Proas, Polypropylen , Rash., Roof Vent 12/102025 No Yee No «97.5I.97.5 17 sax-y NO-SWe. Shale &amp: SOR Snake Flat Profile- Stockton. CA 12/312020 No Yes NIA WA MschaicellyAdeched to Plywood Deck. 18 Barony 500-&e1e,Risks Atari Shake Flat Profile- Risk., CA 121312020 No Yes NIA WA 19 9exny 700- Shake, Slav hemp; Sark Shake Flat Prfile - Stockton, CA 12AIM0 No Yee NIA WA 20 9esmy7td-Sheka, Bae&amp; SPN Bake Flat ProkN-Rieto, CA 177312020 No Yea MIA WA 21 7e)rs Espana IBarcelona WOh Prdle- Katy,TX 12/31r2020 No Yes NfA WA 25 Nib Les Rolla - Katy. TX 12/312020 No Yea NIA N/A Florida Department of Business& Professional Regulation Pagel of Building Codes and Standards 102B22 Product Approval Application Detail n � Y r3 Y r f _ f" .. ,+n,_c.< 1u,-.. ,, i ,_r Lr>-,�'.`_,F-C ,-.-=` "'"-✓._G v 4.1`=-s.. r,. _- .r =a�^ >- 996 ,< ILtily or .Diu Paridiru 23a Type Version Manufacturer Contact EnamaeiLlcrnae Validated By Validated Submftgd FBC Approval Approved status Revision 2020 All American Sh utters and Gas Mks Barbieri Frank L Benrmrdo, RE Troy Bishop, P. E. lG28/2020 1W1512020 11IM2020 12M5/2020 APPrwed Category: Shutters (561) 712.9882 PE-0046549 (B54) 947.OBBO sullCatagory: Storm Panels mlkebCahlamenoanshune Cc rnpilanee Method: Evaluation Report from a rsmm Florida Registered Architect or a Licensed Florida Professional Engineer FLY7?A8&Rs Products ggelmr Amu ranee Approvedfor Uae Approvedfor Uae Impact Deslan SS a Product Model, Num lageror No.. Product Description Contract Expiration Uah In HVIR Outside HVHZ Roslsbnt Pressure i 24ga GoWnlzed Steel Storm Panels 24go Galvanized Steel Storm Panels 12131Q022 Yes Yes Yes WA C441 LM[ Vmi,, Yam6aWa Revision 2020 W.Yemaeuser Category: SWdurd Components SubCW.WW. Engineered Lumber Compann Medad: Evalusti- Report hdrhi s Product Evaluation Entity FUNUMI Products Ape Pro kpl Yoder Nmber. Nam 1 slit f0m LVL 2 Panels. PSL 3 TmterStrerld LSL 4 TJ Rho Beard 5 Weyerlle was, Rim Bad Florida Depelbrhent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paw I or 1 e/142021 )s>bb or 2n Rat pate Fending Dag sg= grearrear Is likener Validated av YlII m BLobmNtvd FOG A2W-M AQeraytg JIM& Rob Ba hein ICC Evapation SerM-, LLC In Lehrer PE. OW2(2D21 IOAYM20 02/03I2021 Apprwed (283)824-8476 (608)838-3288 suseser.cocordMn@tveyarNe n I�i,77'7 Lsndn.d VeMarlumher OW312023 No Yes WA N/A parallel Strand Lumber 03/3wm No Yes WA WA Laminated Strand Lumber OW312023 No Yes WA WA Structural Compote Lumber or Oriented Strand MI2023 No Yes WA NIA board RIM Board Oriented Strand Bnd Rim Board OU31)2023 No Yes WA NIA Florida Departmert of Business & Professional Regulation Page 3 d4 Building Codes and Standards 30=3 Product Approval Application Detail r� r� y' •_+ dui �4 ;i ll t C:' ZC la's .-,'>� $ 1 � 1rK u 9 .. k. -..� .>.. re ,.. -, ., .... _ .,pp .,.�a. as . .�•�. .. A. .: -. ;i". �s..-..Z., < .. _ £f.., sr- ..r .:l not, .s _. �, ».�. �.�.3a-{? __ .�.. . .....+'a rt�,. ,.._ _ ,. .__..._ _._.__. o53E. � _ _>. _.�..-. .,x^ a M.nr ,, ..... ._not e--v.?•, ..-,... _. .., y'.�"�5�#�'1S: b�. ._`ks++ .. _ ... i5 a� S2k Isaw 211 ad, Data Pod- 20 TTt VW I,, LU,uf,,tu,, &gum Vdtlaed air rVaMi1W gwxwm FIIC Aooravat Agll®Ma $1 Rdsnidpn 2020 OAF Mlcnael 80eh Resat NOminen John W. Kne2avlch, PE 1211912022 12H72022 12002072 O2072023 Appr.vdWo d Caeg.y: Routine 1800)786-3411 PE-58166 (954)??2-aZZ4 ad,Category: Asphalt SNhgies mstleh@ear. elm Compliance Method: EYduarl-Repot from a Florida Regbtead Ar-Nast a a Ucem d Florida Professional Endnear F{ $MIRe,A4� Approved for that Approved for Use Impact Reim BIBS PJoduct YatNt NUMX2 Name Product burlodon eortrad Emir dimpate a1 Ii out" Ill R*siu.x Pressure 1 GAF Asphalt Root Shhgles for use in FBC n-HHVtU Fbergafie roinforced 34ab, laminated Stab and 12H62025 No Yes NIA NIA landkti-a hiPnidea asphalt shingles Florida Depertrnert of Business & Professional Regulation Pave I oft Building Codes and Standards 18rm21 Product Approval Application Detail S' i' S2ft ra@BC.4L 2M Bat Qua MSW g11e 1SrJ» Version Yanuraeturr Cased Ahnanar a Uear.eyaWaad Ev Validated 8ubmte4d PAC Arpropl An rho deters Revialon 2020 Flodds MOW Products Inc. Clerk Jones James L. Bucker. PLC Steven M. Urkh. PE OW, M20 o92sr2020 10g4ri020 12her2020 Apyowd CYepery: Reding (904) 7834400 CBUCK Engin- hg (717) 317-8454 subcategory: Roofing Apcsseariw the are an dark@tameo.com PE-31242 Integral Pan ofthe Rooting System Cortpllann Mahed: Eroiu lion Repot ft.. Fleece Registered Arofted or a Licensed Florida Prdaeslonel Enginer FLa21SMI.92 Ropuma OnWb Aseaance, Approved for Use Approved far Use kw= pest- s.p a Pree,at Yoe.L r&.ror a calm Pr d t S�Exaln lon Oda 1, NYHi ld�tle�:= aYd6Atl Pressure 3 3-FLAMCO bgrphRV tORltlge Vemsoad, Aluminum Ridge VeNe for otOhed root febtcated 12r3112024 No Yes No WA from 0.025' Aluminum Florida Department of Business &Professional Regulation Papa 1 ai Building Codas and Standards 3arzozl Product Approval A IlcatlOn OdellPPF PP ,.._ 111111 for 20 2&t Ode Pardoa ➢u M" v1DIgn M&mdwp m Contest Ersaluer&utensils VddWhd By Vdftffi @dmftw FACAnorovel AMC sloA Revision 2020 Glebe Protection Preduds, I.I.C. Tim Robinson Water& TFA Jf.. RE John W. Its etr ldl, PE 09106020 DM&2020 1DJDinM 1215,2020 Approved Caapay: &hull B64) SW7545 PE-44167 (954) 772-9224 Subcategory: Balm Peen Cm.robimen@sppea.do Campllnua NWwd: Evaaafbn Report tome m Florida Replaend Adored or a lknsed Fkxritla Proteselenel Engineer KNIS07H4 Products Assures Y Acrdrvedfdr Uw Approved for use eDp);,(r gei1m BALL` 59mYdZokgiQM 20ft la, HVKi $atll, KVlL 6lgagaux tL9Maa 1 20 Gass Gel --mad Bled Sham Panas/HM12 Ccnugated Oelvsnind Bea Siorm Pamir retained 121312023 Yes Yes Yes WA or net by trek, to pre Ida numnrs P ectl-. 2 24 Gage Gavmped Steel dorm PeadiH ndVH2 corrugated Oalvenlzed Bsel Storm Panels cashed 12G12023 No Yes Yes WA a not by tmda to prorlde humane protection. Florlds Department of Business & Professional Regulation Par I tit Fiords Department of Business & Professional Regulation par., di Building Codes and Standards +n2D2, Building Codas and Standards wlm2, Product Approval Application Dlrtat Product Approval Application Detail E. .a � kit .. Z. . : LSc mti':_ - ^�,X".if4 } '� S_r `4a1•`d+7' .h 2 ^1 }. �t- �q ,,., .,.,,tea �,•` :�. .. . Y' r - � „�=. .x �' ::;'. � -..s f r _. �` v-,. a, .. �+-� _z ._ .- .e. ,. _r e-u. ..-,.:.^.. h +2,v .y :c, '"•1.fiY.�s . xxv�.. Ear ,v _- .. a >, >,. -. eS _. , t, _. '-�•. ,_ :.. _ 'Y .a a�< µ, 1" u'. «� ..,, -.. ., )• r ,,..,F. u�ani Our. �s=Yrt'd.'rSah, ,.. _,_>___1 � ,,,_.., _,. ,w.,_. M,,. .. G , F .>„o-_=.^•, ,. ti!�nrl�...-m,..,��c. ,R..!r, . __ .. .,, v. .�.-, >rJ# .-�-. � ..� .�..,. .a ., ., -..� 4, _ r�'s„e, epgt Day or fAtt RAtDee Peoria pate _ 06 'P,OgO[3L 20� Bit D9N Faidim Rot I= Vradn t4aBYfaYY(i FM= EncenserB.Lk.— ValidatdEar YYgaMg lBmllafg FRO Amrovat AMXUM BIaY Iles Version Manufacturer S,lases EIMWliilversl VYWMrf By y)UNp BLtNtd PRO Amnval Anoroveo gp� ReWa- 2020 Alpine Stuart Lexka ICC EveluaNn Service, LLC Wlaan M. Ranirl, PE 101312020 1022Q020 1110512020 11005202D Approved ftawelon 2020 CanmOrda C-adO Praducla.lne. Rdxrt Oilis 6anfuelA Greenberg JMn Hoy 12/7612020 72r1 B12020 1229V2020 cling FRO Appr, Capay: Structure Componants (321) 710-3377 (407) 681.1917 eubCaegory: Truss Plat.aewn@alPnenw.eom CMKgM. "Ural Components (813) 859d70T PE-342/5 (352) 588d311 subCaegoy: Products introduced as a Rest o1 pnaatwtor®phoo.com Conglltrnce Yahod Evauaiax Rep -toms Nor Technology Product Evaluation Entity Complece a14111ad: Evaual- Report from a Florida RagidordAmhfi ct ore U-sed Florida FLMBB"? Predu h Professional Engineer Ou.i*v Asrranu Approved for use Apes-411 Uw Impact O." Ing Freda.Model- NumberrName Epp G�edExeMatbaDote Inli H*M ffi!i� Pnswra Ptaljt4aePrtBsra 1 ITW BCr Apia Higiher Slang& iH damp: 8) Metal Comeet. Plan 1?l312024 Yea Yea NIA NIA CkWar Assuraro Ammrad for U, Apprnued rouse impart RJam 2 ITW BCG/Apse Hinge Plate MINI Canada Place 12/31202/ Yea Vas N/A NIA $L44 Product Model. Number or Name Product,lilapOlim age In HVHZ QNlds HVHZ ReshUM Pressure 3 ITW BOO/Apse TMlex Metal Connector Plate 12/312024 Yes Yes WA NIA i Qua" Prolast aCorran.tla Concrete Products Precaat and Prestressed Cor le Unteb 0502024 No Yea NIA WA 4 ITV BCG/Aplm Wave Maul Connector PAN, 12/312024 Yes Yes, N/A N/A Florida Department of Business & Professional Regulation Paw 192 Building Coder and Standards 92e2o21 Product Approval Application Detail 299111: l -= '-•� )1@4 Jata lials,:l'.aAOg J1ta Tygt Ysulgo Maw Soold Eminaer&Ldcerue ValidatedB,r ltdmnffi submitted FBCAowovd AcaalQt Mgt& Aifirtndbn 2020 Apha Aluminum, Inc. Jose OWN Was R. Lomas S evim M. union. PE 11A62020 11H62020 11202o20 Approved Category: Pool Wells (407) WB-2005 PE-62514 (717) 317-8454 albC.bWry: Scets atxlaaludnunknc�yaho Corrpltsnce YamOtl: EWVuat- Repot tome o.com Flonda ReglsteredArehiteetdr. a Ucosed Florida Professional Engineer Quality Aearaxe Approved for Usa Approved for Use IRMW peegg :an& ProdW YptlsL IAmbr or MamaProdut DescritionCoarad Emo-alon Ora a MVML Canada HVHZ aagili(x I-,, 1 Apha Au^etum Sold 8amp: Vented Mimin um Sorer Alpha Aluminum acid bamhp; Writ ad Aunhum 07r302023 No Yes No WA CMU &amP; Wood Soffml CMII &amp; Wood March 6, 2023 ^W ^W W O �A N CD_ O O t� n' t` `v N � �^ O O O O W C Q O L.L_ .� ME O O O /U�CL Z Z W J era N nil � O t" N � W -. 1a Q L\ c V M co N W X N d N aV L C N 3 7C as s al I W L C OC r..s Q 3 1 c� al CU E O CAtZ '� C C5 tl W ca vca E =3 Cases cu / O CL O L U O L. CC H O Lr W z Z a J a - SHEET N0, PA 1.1 Florida Department of Business & Professional Regulation Building Codes and Standards ProduetApproval Application Detail Page 2 of 30=3 f§!t InFlas, Vandon Msnrdahmr cud Name -A udame Validated By Wed BubnMad PW Aovova r� Blinn Re,As err 2020 MITak Inc. Eon Weldon ICC Evaluation S-Aw LLC ICC Evaluati- Service , 01A311D23 12,20r2022 01A32023 Apprexed Category: Structural C.mpce Ise (952) 8984MS LLC. BdxCaapory: Tru. Plaea eradn®mii.con, (205) 599-9800 C4trpllares N,4Mod: Eveluaim Report from a Product 15"lmaprl Entity PLitet4N0 Products SMIaYAir— Arorerod fig this Amrowd Ion Ltse Imseat 011c, AW Prodct Yodel. Nrnbar or 11— Product Contrast Eadratlen Darr in HNiz OWaM HVHZ Iterseart jam, 1 MISAHS 18 gig. high strength truss connetlor plate 12/312(124 Yes Yes NIA WA 2 MISSHS 18 ga. cupw high grangih miss connector plate +2I3112024 Yas Yes NA NIA 3 All is is ga. t.. wlnect-date 17431/2024 Yes Yes N/A NIA 4 M718HS 18 gs high strength e1I56 connector blab 121312024 Yes Yes NIA N/A 5 MT20HS 20p, high a top edam d-nedor pate 12/3112024 Yes Yes NIA WA 6 TL78. M718 18 pre. buss dunned. platen 12/312024 Yes Yes NA N/A 7 TL20, M720 20 gar toss c-necta pater 12/312024 Yea Yes MIA WA Florida DepaRmem of Business & Professional Regulation page I d1 Florida Department of Business & Professional Regulation Page i d3 Building Codes and Standards Building Codes and Standards 117=21 Product Approval Application Detail ProdtCt Approval Applica tion Detail 4..- �. rigslt Fray Bee Bit Date feandre Bet Calls EFM Boca all Data Pod- sae itgg YmlgO 2glaaetaa idEw Enchrear-AiLcose Validated Bu V lld b d ffi FBC Annmva Appalled ,a, lye! Version Manufactures C"I' Enausr A ucara Validated Be ValidatedFRO Amoral App� �eom Reviai.n 2020 Lanance Kahma Jaley Jima L Budmr. P.E. Stevan N. Urleh. PE 1123rim 11OV2020 1129r2020 dnp FBC Appr• Revision 2020 Baal Roaring Anderson Robin LAPMO Uniform Epuatbn Gary W. Walk. 1 i,03/2020 110022020 111DS2020 Appro ed Caeg-r- Roofing ( O1 PE-31242 (7171317.8454 CaegW Rcang (801) 360.6091 S.MmLLC (205) 854.O66 ButiCateao7- Rooting Accessories that ream klelevelanmco.can SubCategory: Roofing Tiles RobnMderam@Oaa.m Integra Pan Dime Roollnp SY6[arl C.npllarwi Method: EVdual-Repel frame m Cprryliar,n MWnnd: Evauatbn Repot tan a Product Evauetlon Entity Floods RegiateretlMchttecta a Licensed Florida Professional Engineer ELA612Ers1k t, FLO172aZ4MPmd,ct, quality Asurance AmrevM for use Aearaved for Use fog(:j Dedon oYatyAssirence Approved file use Approved for Uss Bona Bruton In:ti:Y11Z flagell t EWWre Jmpact t� 16 finemy- taake, 6fale, Country BMe. Spot Old English Flat Prole- Denver, CO 12r312020 No Yes NIA WA Brag DescriptionN— Product Ctrct EmilralljorrOal, in NYN2 outside HVM Resistant P,— Thatch damp; "pad 1 Deck -Air" DAB a TRFEsiB Deck -Air DA-4 Low Proas, Polypropylen , Rash., Roof Vent 12/102025 No Yee No «97.5I.97.5 17 sax-y NO-SWe. Shale &amp: SOR Snake Flat Profile- Stockton. CA 12/312020 No Yes NIA WA MschaicellyAdeched to Plywood Deck. 18 Barony 500-&e1e,Risks Atari Shake Flat Profile- Risk., CA 121312020 No Yes NIA WA 19 9exny 700- Shake, Slav hemp; Sark Shake Flat Prfile - Stockton, CA 12AIM0 No Yee NIA WA 20 9esmy7td-Sheka, Bae&amp; SPN Bake Flat ProkN-Rieto, CA 177312020 No Yea MIA WA 21 7e)rs Espana IBarcelona WOh Prdle- Katy,TX 12/31r2020 No Yes NfA WA 25 Nib Les Rolla - Katy. TX 12/312020 No Yea NIA N/A Florida Department of Business& Professional Regulation Pagel of Building Codes and Standards 102B22 Product Approval Application Detail n � Y r3 Y r f _ f" .. ,+n,_c.< 1u,-.. ,, i ,_r Lr>-,�'.`_,F-C ,-.-=` "'"-✓._G v 4.1`=-s.. r,. _- .r =a�^ >- 996 ,< ILtily or .Diu Paridiru 23a Type Version Manufacturer Contact EnamaeiLlcrnae Validated By Validated Submftgd FBC Approval Approved status Revision 2020 All American Sh utters and Gas Mks Barbieri Frank L Benrmrdo, RE Troy Bishop, P. E. lG28/2020 1W1512020 11IM2020 12M5/2020 APPrwed Category: Shutters (561) 712.9882 PE-0046549 (B54) 947.OBBO sullCatagory: Storm Panels mlkebCahlamenoanshune Cc rnpilanee Method: Evaluation Report from a rsmm Florida Registered Architect or a Licensed Florida Professional Engineer FLY7?A8&Rs Products ggelmr Amu ranee Approvedfor Uae Approvedfor Uae Impact Deslan SS a Product Model, Num lageror No.. Product Description Contract Expiration Uah In HVIR Outside HVHZ Roslsbnt Pressure i 24ga GoWnlzed Steel Storm Panels 24go Galvanized Steel Storm Panels 12131Q022 Yes Yes Yes WA C441 LM[ Vmi,, Yam6aWa Revision 2020 W.Yemaeuser Category: SWdurd Components SubCW.WW. Engineered Lumber Compann Medad: Evalusti- Report hdrhi s Product Evaluation Entity FUNUMI Products Ape Pro kpl Yoder Nmber. Nam 1 slit f0m LVL 2 Panels. PSL 3 TmterStrerld LSL 4 TJ Rho Beard 5 Weyerlle was, Rim Bad Florida Depelbrhent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paw I or 1 e/142021 )s>bb or 2n Rat pate Fending Dag sg= grearrear Is likener Validated av YlII m BLobmNtvd FOG A2W-M AQeraytg JIM& Rob Ba hein ICC Evapation SerM-, LLC In Lehrer PE. OW2(2D21 IOAYM20 02/03I2021 Apprwed (283)824-8476 (608)838-3288 suseser.cocordMn@tveyarNe n I�i,77'7 Lsndn.d VeMarlumher OW312023 No Yes WA N/A parallel Strand Lumber 03/3wm No Yes WA WA Laminated Strand Lumber OW312023 No Yes WA WA Structural Compote Lumber or Oriented Strand MI2023 No Yes WA NIA board RIM Board Oriented Strand Bnd Rim Board OU31)2023 No Yes WA NIA Florida Departmert of Business & Professional Regulation Page 3 d4 Building Codes and Standards 30=3 Product Approval Application Detail r� r� y' •_+ dui �4 ;i ll t C:' ZC la's .-,'>� $ 1 � 1rK u 9 .. k. -..� .>.. re ,.. -, ., .... _ .,pp .,.�a. as . .�•�. .. 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Kne2avlch, PE 1211912022 12H72022 12002072 O2072023 Appr.vdWo d Caeg.y: Routine 1800)786-3411 PE-58166 (954)??2-aZZ4 ad,Category: Asphalt SNhgies mstleh@ear. elm Compliance Method: EYduarl-Repot from a Florida Regbtead Ar-Nast a a Ucem d Florida Professional Endnear F{ $MIRe,A4� Approved for that Approved for Use Impact Reim BIBS PJoduct YatNt NUMX2 Name Product burlodon eortrad Emir dimpate a1 Ii out" Ill R*siu.x Pressure 1 GAF Asphalt Root Shhgles for use in FBC n-HHVtU Fbergafie roinforced 34ab, laminated Stab and 12H62025 No Yes NIA NIA landkti-a hiPnidea asphalt shingles Florida Depertrnert of Business & Professional Regulation Pave I oft Building Codes and Standards 18rm21 Product Approval Application Detail S' i' S2ft ra@BC.4L 2M Bat Qua MSW g11e 1SrJ» Version Yanuraeturr Cased Ahnanar a Uear.eyaWaad Ev Validated 8ubmte4d PAC Arpropl An rho deters Revialon 2020 Flodds MOW Products Inc. Clerk Jones James L. Bucker. PLC Steven M. Urkh. PE OW, M20 o92sr2020 10g4ri020 12her2020 Apyowd CYepery: Reding (904) 7834400 CBUCK Engin- hg (717) 317-8454 subcategory: Roofing Apcsseariw the are an dark@tameo.com PE-31242 Integral Pan ofthe Rooting System Cortpllann Mahed: Eroiu lion Repot ft.. Fleece Registered Arofted or a Licensed Florida Prdaeslonel Enginer FLa21SMI.92 Ropuma OnWb Aseaance, Approved for Use Approved far Use kw= pest- s.p a Pree,at Yoe.L r&.ror a calm Pr d t S�Exaln lon Oda 1, NYHi ld�tle�:= aYd6Atl Pressure 3 3-FLAMCO bgrphRV tORltlge Vemsoad, Aluminum Ridge VeNe for otOhed root febtcated 12r3112024 No Yes No WA from 0.025' Aluminum Florida Department of Business &Professional Regulation Papa 1 ai Building Codas and Standards 3arzozl Product Approval A IlcatlOn OdellPPF PP ,.._ 111111 for 20 2&t Ode Pardoa ➢u M" v1DIgn M&mdwp m Contest Ersaluer&utensils VddWhd By Vdftffi @dmftw FACAnorovel AMC sloA Revision 2020 Glebe Protection Preduds, I.I.C. Tim Robinson Water& TFA Jf.. RE John W. Its etr ldl, PE 09106020 DM&2020 1DJDinM 1215,2020 Approved Caapay: &hull B64) SW7545 PE-44167 (954) 772-9224 Subcategory: Balm Peen Cm.robimen@sppea.do Campllnua NWwd: Evaaafbn Report tome m Florida Replaend Adored or a lknsed Fkxritla Proteselenel Engineer KNIS07H4 Products Assures Y Acrdrvedfdr Uw Approved for use eDp);,(r gei1m BALL` 59mYdZokgiQM 20ft la, HVKi $atll, KVlL 6lgagaux tL9Maa 1 20 Gass Gel --mad Bled Sham Panas/HM12 Ccnugated Oelvsnind Bea Siorm Pamir retained 121312023 Yes Yes Yes WA or net by trek, to pre Ida numnrs P ectl-. 2 24 Gage Gavmped Steel dorm PeadiH ndVH2 corrugated Oalvenlzed Bsel Storm Panels cashed 12G12023 No Yes Yes WA a not by tmda to prorlde humane protection. Florlds Department of Business & Professional Regulation Par I tit Fiords Department of Business & Professional Regulation par., di Building Codes and Standards +n2D2, Building Codas and Standards wlm2, Product Approval Application Dlrtat Product Approval Application Detail E. .a � kit .. Z. . : LSc mti':_ - ^�,X".if4 } '� S_r `4a1•`d+7' .h 2 ^1 }. �t- �q ,,., .,.,,tea �,•` :�. .. . Y' r - � „�=. .x �' ::;'. � -..s f r _. �` v-,. a, .. �+-� _z ._ .- .e. ,. _r e-u. ..-,.:.^.. h +2,v .y :c, '"•1.fiY.�s . xxv�.. Ear ,v _- .. a >, >,. -. eS _. , t, _. '-�•. ,_ :.. _ 'Y .a a�< µ, 1" u'. «� ..,, -.. ., )• r ,,..,F. u�ani Our. �s=Yrt'd.'rSah, ,.. _,_>___1 � ,,,_.., _,. ,w.,_. M,,. .. G , F .>„o-_=.^•, ,. ti!�nrl�...-m,..,��c. ,R..!r, . __ .. .,, v. .�.-, >rJ# .-�-. � ..� .�..,. .a ., ., -..� 4, _ r�'s„e, epgt Day or fAtt RAtDee Peoria pate _ 06 'P,OgO[3L 20� Bit D9N Faidim Rot I= Vradn t4aBYfaYY(i FM= EncenserB.Lk.— ValidatdEar YYgaMg lBmllafg FRO Amrovat AMXUM BIaY Iles Version Manufacturer S,lases EIMWliilversl VYWMrf By y)UNp BLtNtd PRO Amnval Anoroveo gp� ReWa- 2020 Alpine Stuart Lexka ICC EveluaNn Service, LLC Wlaan M. Ranirl, PE 101312020 1022Q020 1110512020 11005202D Approved ftawelon 2020 CanmOrda C-adO Praducla.lne. Rdxrt Oilis 6anfuelA Greenberg JMn Hoy 12/7612020 72r1 B12020 1229V2020 cling FRO Appr, Capay: Structure Componants (321) 710-3377 (407) 681.1917 eubCaegory: Truss Plat.aewn@alPnenw.eom CMKgM. "Ural Components (813) 859d70T PE-342/5 (352) 588d311 subCaegoy: Products introduced as a Rest o1 pnaatwtor®phoo.com Conglltrnce Yahod Evauaiax Rep -toms Nor Technology Product Evaluation Entity Complece a14111ad: Evaual- Report from a Florida RagidordAmhfi ct ore U-sed Florida FLMBB"? Predu h Professional Engineer Ou.i*v Asrranu Approved for use Apes-411 Uw Impact O." Ing Freda.Model- NumberrName Epp G�edExeMatbaDote Inli H*M ffi!i� Pnswra Ptaljt4aePrtBsra 1 ITW BCr Apia Higiher Slang& iH damp: 8) Metal Comeet. Plan 1?l312024 Yea Yea NIA NIA CkWar Assuraro Ammrad for U, Apprnued rouse impart RJam 2 ITW BCG/Apse Hinge Plate MINI Canada Place 12/31202/ Yea Vas N/A NIA $L44 Product Model. Number or Name Product,lilapOlim age In HVHZ QNlds HVHZ ReshUM Pressure 3 ITW BOO/Apse TMlex Metal Connector Plate 12/312024 Yes Yes WA NIA i Qua" Prolast aCorran.tla Concrete Products Precaat and Prestressed Cor le Unteb 0502024 No Yea NIA WA 4 ITV BCG/Aplm Wave Maul Connector PAN, 12/312024 Yes Yes, N/A N/A Florida Department of Business & Professional Regulation Paw 192 Building Coder and Standards 92e2o21 Product Approval Application Detail 299111: l -= '-•� )1@4 Jata lials,:l'.aAOg J1ta Tygt Ysulgo Maw Soold Eminaer&Ldcerue ValidatedB,r ltdmnffi submitted FBCAowovd AcaalQt Mgt& Aifirtndbn 2020 Apha Aluminum, Inc. Jose OWN Was R. Lomas S evim M. union. PE 11A62020 11H62020 11202o20 Approved Category: Pool Wells (407) WB-2005 PE-62514 (717) 317-8454 albC.bWry: Scets atxlaaludnunknc�yaho Corrpltsnce YamOtl: EWVuat- Repot tome o.com Flonda ReglsteredArehiteetdr. a Ucosed Florida Professional Engineer Quality Aearaxe Approved for Usa Approved for Use IRMW peegg :an& ProdW YptlsL IAmbr or MamaProdut DescritionCoarad Emo-alon Ora a MVML Canada HVHZ aagili(x I-,, 1 Apha Au^etum Sold 8amp: Vented Mimin um Sorer Alpha Aluminum acid bamhp; Writ ad Aunhum 07r302023 No Yes No WA CMU &amP; Wood Soffml CMII &amp; Wood March 6, 2023 ^W ^W W O �A N CD_ O O t� n' t` `v N � �^ O O O O W C Q O L.L_ .� ME O O O /U�CL Z Z W J era N nil � O t" N � W -. 1a Q L\ c V M co N W X N d N aV L C N 3 7C as s al I W L C OC r..s Q 3 1 c� al CU E O CAtZ '� C C5 tl W ca vca E =3 Cases cu / O CL O L U O L. CC H O Lr W z Z a J a - SHEET N0, PA 1.1 Florida DepaRmem of Business & Professional Regulation page I d1 Florida Department of Business & Professional Regulation Page i d3 Building Codes and Standards Building Codes and Standards 117=21 Product Approval Application Detail ProdtCt Approval Applica tion Detail 4..- �. rigslt Fray Bee Bit Date feandre Bet Calls EFM Boca all Data Pod- sae itgg YmlgO 2glaaetaa idEw Enchrear-AiLcose Validated Bu V lld b d ffi FBC Annmva Appalled ,a, lye! Version Manufactures C"I' Enausr A ucara Validated Be ValidatedFRO Amoral App� �eom Reviai.n 2020 Lanance Kahma Jaley Jima L Budmr. P.E. Stevan N. Urleh. PE 1123rim 11OV2020 1129r2020 dnp FBC Appr• Revision 2020 Baal Roaring Anderson Robin LAPMO Uniform Epuatbn Gary W. Walk. 1 i,03/2020 110022020 111DS2020 Appro ed Caeg-r- Roofing ( O1 PE-31242 (7171317.8454 CaegW Rcang (801) 360.6091 S.MmLLC (205) 854.O66 ButiCateao7- Rooting Accessories that ream klelevelanmco.can SubCategory: Roofing Tiles RobnMderam@Oaa.m Integra Pan Dime Roollnp SY6[arl C.npllarwi Method: EVdual-Repel frame m Cprryliar,n MWnnd: Evauatbn Repot tan a Product Evauetlon Entity Floods RegiateretlMchttecta a Licensed Florida Professional Engineer ELA612Ers1k t, FLO172aZ4MPmd,ct, quality Asurance AmrevM for use Aearaved for Use fog(:j Dedon oYatyAssirence Approved file use Approved for Uss Bona Bruton In:ti:Y11Z flagell t EWWre Jmpact t� 16 finemy- taake, 6fale, Country BMe. Spot Old English Flat Prole- Denver, CO 12r312020 No Yes NIA WA Brag DescriptionN— Product Ctrct EmilralljorrOal, in NYN2 outside HVM Resistant P,— Thatch damp; "pad 1 Deck -Air" DAB a TRFEsiB Deck -Air DA-4 Low Proas, Polypropylen , Rash., Roof Vent 12/102025 No Yee No «97.5I.97.5 17 sax-y NO-SWe. Shale &amp: SOR Snake Flat Profile- Stockton. CA 12/312020 No Yes NIA WA MschaicellyAdeched to Plywood Deck. 18 Barony 500-&e1e,Risks Atari Shake Flat Profile- Risk., CA 121312020 No Yes NIA WA 19 9exny 700- Shake, Slav hemp; Sark Shake Flat Prfile - Stockton, CA 12AIM0 No Yee NIA WA 20 9esmy7td-Sheka, Bae&amp; SPN Bake Flat ProkN-Rieto, CA 177312020 No Yea MIA WA 21 7e)rs Espana IBarcelona WOh Prdle- Katy,TX 12/31r2020 No Yes NfA WA 25 Nib Les Rolla - Katy. TX 12/312020 No Yea NIA N/A Florida Department of Business& Professional Regulation Pagel of Building Codes and Standards 102B22 Product Approval Application Detail n � Y r3 Y r f _ f" .. ,+n,_c.< 1u,-.. ,, i ,_r Lr>-,�'.`_,F-C ,-.-=` "'"-✓._G v 4.1`=-s.. r,. _- .r =a�^ >- 996 ,< ILtily or .Diu Paridiru 23a Type Version Manufacturer Contact EnamaeiLlcrnae Validated By Validated Submftgd FBC Approval Approved status Revision 2020 All American Sh utters and Gas Mks Barbieri Frank L Benrmrdo, RE Troy Bishop, P. E. lG28/2020 1W1512020 11IM2020 12M5/2020 APPrwed Category: Shutters (561) 712.9882 PE-0046549 (B54) 947.OBBO sullCatagory: Storm Panels mlkebCahlamenoanshune Cc rnpilanee Method: Evaluation Report from a rsmm Florida Registered Architect or a Licensed Florida Professional Engineer FLY7?A8&Rs Products ggelmr Amu ranee Approvedfor Uae Approvedfor Uae Impact Deslan SS a Product Model, Num lageror No.. Product Description Contract Expiration Uah In HVIR Outside HVHZ Roslsbnt Pressure i 24ga GoWnlzed Steel Storm Panels 24go Galvanized Steel Storm Panels 12131Q022 Yes Yes Yes WA C441 LM[ Vmi,, Yam6aWa Revision 2020 W.Yemaeuser Category: SWdurd Components SubCW.WW. Engineered Lumber Compann Medad: Evalusti- Report hdrhi s Product Evaluation Entity FUNUMI Products Ape Pro kpl Yoder Nmber. Nam 1 slit f0m LVL 2 Panels. PSL 3 TmterStrerld LSL 4 TJ Rho Beard 5 Weyerlle was, Rim Bad Florida Depelbrhent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paw I or 1 e/142021 )s>bb or 2n Rat pate Fending Dag sg= grearrear Is likener Validated av YlII m BLobmNtvd FOG A2W-M AQeraytg JIM& Rob Ba hein ICC Evapation SerM-, LLC In Lehrer PE. OW2(2D21 IOAYM20 02/03I2021 Apprwed (283)824-8476 (608)838-3288 suseser.cocordMn@tveyarNe n I�i,77'7 Lsndn.d VeMarlumher OW312023 No Yes WA N/A parallel Strand Lumber 03/3wm No Yes WA WA Laminated Strand Lumber OW312023 No Yes WA WA Structural Compote Lumber or Oriented Strand MI2023 No Yes WA NIA board RIM Board Oriented Strand Bnd Rim Board OU31)2023 No Yes WA NIA Florida Departmert of Business & Professional Regulation Page 3 d4 Building Codes and Standards 30=3 Product Approval Application Detail r� r� y' •_+ dui �4 ;i ll t C:' ZC la's .-,'>� $ 1 � 1rK u 9 .. k. -..� .>.. re ,.. -, ., .... _ .,pp .,.�a. as . .�•�. .. 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Kne2avlch, PE 1211912022 12H72022 12002072 O2072023 Appr.vdWo d Caeg.y: Routine 1800)786-3411 PE-58166 (954)??2-aZZ4 ad,Category: Asphalt SNhgies mstleh@ear. elm Compliance Method: EYduarl-Repot from a Florida Regbtead Ar-Nast a a Ucem d Florida Professional Endnear F{ $MIRe,A4� Approved for that Approved for Use Impact Reim BIBS PJoduct YatNt NUMX2 Name Product burlodon eortrad Emir dimpate a1 Ii out" Ill R*siu.x Pressure 1 GAF Asphalt Root Shhgles for use in FBC n-HHVtU Fbergafie roinforced 34ab, laminated Stab and 12H62025 No Yes NIA NIA landkti-a hiPnidea asphalt shingles Florida Depertrnert of Business & Professional Regulation Pave I oft Building Codes and Standards 18rm21 Product Approval Application Detail S' i' S2ft ra@BC.4L 2M Bat Qua MSW g11e 1SrJ» Version Yanuraeturr Cased Ahnanar a Uear.eyaWaad Ev Validated 8ubmte4d PAC Arpropl An rho deters Revialon 2020 Flodds MOW Products Inc. Clerk Jones James L. Bucker. PLC Steven M. Urkh. PE OW, M20 o92sr2020 10g4ri020 12her2020 Apyowd CYepery: Reding (904) 7834400 CBUCK Engin- hg (717) 317-8454 subcategory: Roofing Apcsseariw the are an dark@tameo.com PE-31242 Integral Pan ofthe Rooting System Cortpllann Mahed: Eroiu lion Repot ft.. Fleece Registered Arofted or a Licensed Florida Prdaeslonel Enginer FLa21SMI.92 Ropuma OnWb Aseaance, Approved for Use Approved far Use kw= pest- s.p a Pree,at Yoe.L r&.ror a calm Pr d t S�Exaln lon Oda 1, NYHi ld�tle�:= aYd6Atl Pressure 3 3-FLAMCO bgrphRV tORltlge Vemsoad, Aluminum Ridge VeNe for otOhed root febtcated 12r3112024 No Yes No WA from 0.025' Aluminum Florida Department of Business &Professional Regulation Papa 1 ai Building Codas and Standards 3arzozl Product Approval A IlcatlOn OdellPPF PP ,.._ 111111 for 20 2&t Ode Pardoa ➢u M" v1DIgn M&mdwp m Contest Ersaluer&utensils VddWhd By Vdftffi @dmftw FACAnorovel AMC sloA Revision 2020 Glebe Protection Preduds, I.I.C. Tim Robinson Water& TFA Jf.. RE John W. Its etr ldl, PE 09106020 DM&2020 1DJDinM 1215,2020 Approved Caapay: &hull B64) SW7545 PE-44167 (954) 772-9224 Subcategory: Balm Peen Cm.robimen@sppea.do Campllnua NWwd: Evaaafbn Report tome m Florida Replaend Adored or a lknsed Fkxritla Proteselenel Engineer KNIS07H4 Products Assures Y Acrdrvedfdr Uw Approved for use eDp);,(r gei1m BALL` 59mYdZokgiQM 20ft la, HVKi $atll, KVlL 6lgagaux tL9Maa 1 20 Gass Gel --mad Bled Sham Panas/HM12 Ccnugated Oelvsnind Bea Siorm Pamir retained 121312023 Yes Yes Yes WA or net by trek, to pre Ida numnrs P ectl-. 2 24 Gage Gavmped Steel dorm PeadiH ndVH2 corrugated Oalvenlzed Bsel Storm Panels cashed 12G12023 No Yes Yes WA a not by tmda to prorlde humane protection. Florlds Department of Business & Professional Regulation Par I tit Fiords Department of Business & Professional Regulation par., di Building Codes and Standards +n2D2, Building Codas and Standards wlm2, Product Approval Application Dlrtat Product Approval Application Detail E. .a � kit .. Z. . : LSc mti':_ - ^�,X".if4 } '� S_r `4a1•`d+7' .h 2 ^1 }. �t- �q ,,., .,.,,tea �,•` :�. .. . Y' r - � „�=. .x �' ::;'. � -..s f r _. �` v-,. a, .. �+-� _z ._ .- .e. ,. _r e-u. ..-,.:.^.. h +2,v .y :c, '"•1.fiY.�s . xxv�.. Ear ,v _- .. a >, >,. -. eS _. , t, _. '-�•. ,_ :.. _ 'Y .a a�< µ, 1" u'. «� ..,, -.. ., )• r ,,..,F. u�ani Our. �s=Yrt'd.'rSah, ,.. _,_>___1 � ,,,_.., _,. ,w.,_. M,,. .. G , F .>„o-_=.^•, ,. ti!�nrl�...-m,..,��c. ,R..!r, . __ .. .,, v. .�.-, >rJ# .-�-. � ..� .�..,. .a ., ., -..� 4, _ r�'s„e, epgt Day or fAtt RAtDee Peoria pate _ 06 'P,OgO[3L 20� Bit D9N Faidim Rot I= Vradn t4aBYfaYY(i FM= EncenserB.Lk.— ValidatdEar YYgaMg lBmllafg FRO Amrovat AMXUM BIaY Iles Version Manufacturer S,lases EIMWliilversl VYWMrf By y)UNp BLtNtd PRO Amnval Anoroveo gp� ReWa- 2020 Alpine Stuart Lexka ICC EveluaNn Service, LLC Wlaan M. Ranirl, PE 101312020 1022Q020 1110512020 11005202D Approved ftawelon 2020 CanmOrda C-adO Praducla.lne. Rdxrt Oilis 6anfuelA Greenberg JMn Hoy 12/7612020 72r1 B12020 1229V2020 cling FRO Appr, Capay: Structure Componants (321) 710-3377 (407) 681.1917 eubCaegory: Truss Plat.aewn@alPnenw.eom CMKgM. "Ural Components (813) 859d70T PE-342/5 (352) 588d311 subCaegoy: Products introduced as a Rest o1 pnaatwtor®phoo.com Conglltrnce Yahod Evauaiax Rep -toms Nor Technology Product Evaluation Entity Complece a14111ad: Evaual- Report from a Florida RagidordAmhfi ct ore U-sed Florida FLMBB"? Predu h Professional Engineer Ou.i*v Asrranu Approved for use Apes-411 Uw Impact O." Ing Freda.Model- NumberrName Epp G�edExeMatbaDote Inli H*M ffi!i� Pnswra Ptaljt4aePrtBsra 1 ITW BCr Apia Higiher Slang& iH damp: 8) Metal Comeet. Plan 1?l312024 Yea Yea NIA NIA CkWar Assuraro Ammrad for U, Apprnued rouse impart RJam 2 ITW BCG/Apse Hinge Plate MINI Canada Place 12/31202/ Yea Vas N/A NIA $L44 Product Model. Number or Name Product,lilapOlim age In HVHZ QNlds HVHZ ReshUM Pressure 3 ITW BOO/Apse TMlex Metal Connector Plate 12/312024 Yes Yes WA NIA i Qua" Prolast aCorran.tla Concrete Products Precaat and Prestressed Cor le Unteb 0502024 No Yea NIA WA 4 ITV BCG/Aplm Wave Maul Connector PAN, 12/312024 Yes Yes, N/A N/A Florida Department of Business & Professional Regulation Paw 192 Building Coder and Standards 92e2o21 Product Approval Application Detail 299111: l -= '-•� )1@4 Jata lials,:l'.aAOg J1ta Tygt Ysulgo Maw Soold Eminaer&Ldcerue ValidatedB,r ltdmnffi submitted FBCAowovd AcaalQt Mgt& Aifirtndbn 2020 Apha Aluminum, Inc. Jose OWN Was R. Lomas S evim M. union. PE 11A62020 11H62020 11202o20 Approved Category: Pool Wells (407) WB-2005 PE-62514 (717) 317-8454 albC.bWry: Scets atxlaaludnunknc�yaho Corrpltsnce YamOtl: EWVuat- Repot tome o.com Flonda ReglsteredArehiteetdr. a Ucosed Florida Professional Engineer Quality Aearaxe Approved for Usa Approved for Use IRMW peegg :an& ProdW YptlsL IAmbr or MamaProdut DescritionCoarad Emo-alon Ora a MVML Canada HVHZ aagili(x I-,, 1 Apha Au^etum Sold 8amp: Vented Mimin um Sorer Alpha Aluminum acid bamhp; Writ ad Aunhum 07r302023 No Yes No WA CMU &amP; Wood Soffml CMII &amp; Wood March 6, 2023 ^W ^W W O �A N CD_ O O t� n' t` `v N � �^ O O O O W C Q O L.L_ .� ME O O O /U�CL Z Z W J era N nil � O t" N � W -. 1a Q L\ c V M co N W X N d N aV L C N 3 7C as s al I W L C OC r..s Q 3 1 c� al CU E O CAtZ '� C C5 tl W ca vca E =3 Cases cu / O CL O L U O L. CC H O Lr W z Z a J a - SHEET N0, PA 1.1 Florida Department of Business& Professional Regulation Pagel of Building Codes and Standards 102B22 Product Approval Application Detail n � Y r3 Y r f _ f" .. ,+n,_c.< 1u,-.. ,, i ,_r Lr>-,�'.`_,F-C ,-.-=` "'"-✓._G v 4.1`=-s.. r,. _- .r =a�^ >- 996 ,< ILtily or .Diu Paridiru 23a Type Version Manufacturer Contact EnamaeiLlcrnae Validated By Validated Submftgd FBC Approval Approved status Revision 2020 All American Sh utters and Gas Mks Barbieri Frank L Benrmrdo, RE Troy Bishop, P. E. lG28/2020 1W1512020 11IM2020 12M5/2020 APPrwed Category: Shutters (561) 712.9882 PE-0046549 (B54) 947.OBBO sullCatagory: Storm Panels mlkebCahlamenoanshune Cc rnpilanee Method: Evaluation Report from a rsmm Florida Registered Architect or a Licensed Florida Professional Engineer FLY7?A8&Rs Products ggelmr Amu ranee Approvedfor Uae Approvedfor Uae Impact Deslan SS a Product Model, Num lageror No.. Product Description Contract Expiration Uah In HVIR Outside HVHZ Roslsbnt Pressure i 24ga GoWnlzed Steel Storm Panels 24go Galvanized Steel Storm Panels 12131Q022 Yes Yes Yes WA C441 LM[ Vmi,, Yam6aWa Revision 2020 W.Yemaeuser Category: SWdurd Components SubCW.WW. Engineered Lumber Compann Medad: Evalusti- Report hdrhi s Product Evaluation Entity FUNUMI Products Ape Pro kpl Yoder Nmber. Nam 1 slit f0m LVL 2 Panels. PSL 3 TmterStrerld LSL 4 TJ Rho Beard 5 Weyerlle was, Rim Bad Florida Depelbrhent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paw I or 1 e/142021 )s>bb or 2n Rat pate Fending Dag sg= grearrear Is likener Validated av YlII m BLobmNtvd FOG A2W-M AQeraytg JIM& Rob Ba hein ICC Evapation SerM-, LLC In Lehrer PE. OW2(2D21 IOAYM20 02/03I2021 Apprwed (283)824-8476 (608)838-3288 suseser.cocordMn@tveyarNe n I�i,77'7 Lsndn.d VeMarlumher OW312023 No Yes WA N/A parallel Strand Lumber 03/3wm No Yes WA WA Laminated Strand Lumber OW312023 No Yes WA WA Structural Compote Lumber or Oriented Strand MI2023 No Yes WA NIA board RIM Board Oriented Strand Bnd Rim Board OU31)2023 No Yes WA NIA Florida Departmert of Business & Professional Regulation Page 3 d4 Building Codes and Standards 30=3 Product Approval Application Detail r� r� y' •_+ dui �4 ;i ll t C:' ZC la's .-,'>� $ 1 � 1rK u 9 .. k. -..� .>.. re ,.. -, ., .... _ .,pp .,.�a. as . .�•�. .. 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Kne2avlch, PE 1211912022 12H72022 12002072 O2072023 Appr.vdWo d Caeg.y: Routine 1800)786-3411 PE-58166 (954)??2-aZZ4 ad,Category: Asphalt SNhgies mstleh@ear. elm Compliance Method: EYduarl-Repot from a Florida Regbtead Ar-Nast a a Ucem d Florida Professional Endnear F{ $MIRe,A4� Approved for that Approved for Use Impact Reim BIBS PJoduct YatNt NUMX2 Name Product burlodon eortrad Emir dimpate a1 Ii out" Ill R*siu.x Pressure 1 GAF Asphalt Root Shhgles for use in FBC n-HHVtU Fbergafie roinforced 34ab, laminated Stab and 12H62025 No Yes NIA NIA landkti-a hiPnidea asphalt shingles Florida Depertrnert of Business & Professional Regulation Pave I oft Building Codes and Standards 18rm21 Product Approval Application Detail S' i' S2ft ra@BC.4L 2M Bat Qua MSW g11e 1SrJ» Version Yanuraeturr Cased Ahnanar a Uear.eyaWaad Ev Validated 8ubmte4d PAC Arpropl An rho deters Revialon 2020 Flodds MOW Products Inc. Clerk Jones James L. Bucker. PLC Steven M. Urkh. PE OW, M20 o92sr2020 10g4ri020 12her2020 Apyowd CYepery: Reding (904) 7834400 CBUCK Engin- hg (717) 317-8454 subcategory: Roofing Apcsseariw the are an dark@tameo.com PE-31242 Integral Pan ofthe Rooting System Cortpllann Mahed: Eroiu lion Repot ft.. Fleece Registered Arofted or a Licensed Florida Prdaeslonel Enginer FLa21SMI.92 Ropuma OnWb Aseaance, Approved for Use Approved far Use kw= pest- s.p a Pree,at Yoe.L r&.ror a calm Pr d t S�Exaln lon Oda 1, NYHi ld�tle�:= aYd6Atl Pressure 3 3-FLAMCO bgrphRV tORltlge Vemsoad, Aluminum Ridge VeNe for otOhed root febtcated 12r3112024 No Yes No WA from 0.025' Aluminum Florida Department of Business &Professional Regulation Papa 1 ai Building Codas and Standards 3arzozl Product Approval A IlcatlOn OdellPPF PP ,.._ 111111 for 20 2&t Ode Pardoa ➢u M" v1DIgn M&mdwp m Contest Ersaluer&utensils VddWhd By Vdftffi @dmftw FACAnorovel AMC sloA Revision 2020 Glebe Protection Preduds, I.I.C. Tim Robinson Water& TFA Jf.. RE John W. Its etr ldl, PE 09106020 DM&2020 1DJDinM 1215,2020 Approved Caapay: &hull B64) SW7545 PE-44167 (954) 772-9224 Subcategory: Balm Peen Cm.robimen@sppea.do Campllnua NWwd: Evaaafbn Report tome m Florida Replaend Adored or a lknsed Fkxritla Proteselenel Engineer KNIS07H4 Products Assures Y Acrdrvedfdr Uw Approved for use eDp);,(r gei1m BALL` 59mYdZokgiQM 20ft la, HVKi $atll, KVlL 6lgagaux tL9Maa 1 20 Gass Gel --mad Bled Sham Panas/HM12 Ccnugated Oelvsnind Bea Siorm Pamir retained 121312023 Yes Yes Yes WA or net by trek, to pre Ida numnrs P ectl-. 2 24 Gage Gavmped Steel dorm PeadiH ndVH2 corrugated Oalvenlzed Bsel Storm Panels cashed 12G12023 No Yes Yes WA a not by tmda to prorlde humane protection. Florlds Department of Business & Professional Regulation Par I tit Fiords Department of Business & Professional Regulation par., di Building Codes and Standards +n2D2, Building Codas and Standards wlm2, Product Approval Application Dlrtat Product Approval Application Detail E. .a � kit .. Z. . : LSc mti':_ - ^�,X".if4 } '� S_r `4a1•`d+7' .h 2 ^1 }. �t- �q ,,., .,.,,tea �,•` :�. .. . Y' r - � „�=. .x �' ::;'. � -..s f r _. �` v-,. a, .. �+-� _z ._ .- .e. ,. _r e-u. ..-,.:.^.. h +2,v .y :c, '"•1.fiY.�s . xxv�.. Ear ,v _- .. a >, >,. -. eS _. , t, _. '-�•. ,_ :.. _ 'Y .a a�< µ, 1" u'. «� ..,, -.. ., )• r ,,..,F. u�ani Our. �s=Yrt'd.'rSah, ,.. _,_>___1 � ,,,_.., _,. ,w.,_. M,,. .. G , F .>„o-_=.^•, ,. ti!�nrl�...-m,..,��c. ,R..!r, . __ .. .,, v. .�.-, >rJ# .-�-. � ..� .�..,. .a ., ., -..� 4, _ r�'s„e, epgt Day or fAtt RAtDee Peoria pate _ 06 'P,OgO[3L 20� Bit D9N Faidim Rot I= Vradn t4aBYfaYY(i FM= EncenserB.Lk.— ValidatdEar YYgaMg lBmllafg FRO Amrovat AMXUM BIaY Iles Version Manufacturer S,lases EIMWliilversl VYWMrf By y)UNp BLtNtd PRO Amnval Anoroveo gp� ReWa- 2020 Alpine Stuart Lexka ICC EveluaNn Service, LLC Wlaan M. Ranirl, PE 101312020 1022Q020 1110512020 11005202D Approved ftawelon 2020 CanmOrda C-adO Praducla.lne. Rdxrt Oilis 6anfuelA Greenberg JMn Hoy 12/7612020 72r1 B12020 1229V2020 cling FRO Appr, Capay: Structure Componants (321) 710-3377 (407) 681.1917 eubCaegory: Truss Plat.aewn@alPnenw.eom CMKgM. "Ural Components (813) 859d70T PE-342/5 (352) 588d311 subCaegoy: Products introduced as a Rest o1 pnaatwtor®phoo.com Conglltrnce Yahod Evauaiax Rep -toms Nor Technology Product Evaluation Entity Complece a14111ad: Evaual- Report from a Florida RagidordAmhfi ct ore U-sed Florida FLMBB"? Predu h Professional Engineer Ou.i*v Asrranu Approved for use Apes-411 Uw Impact O." Ing Freda.Model- NumberrName Epp G�edExeMatbaDote Inli H*M ffi!i� Pnswra Ptaljt4aePrtBsra 1 ITW BCr Apia Higiher Slang& iH damp: 8) Metal Comeet. Plan 1?l312024 Yea Yea NIA NIA CkWar Assuraro Ammrad for U, Apprnued rouse impart RJam 2 ITW BCG/Apse Hinge Plate MINI Canada Place 12/31202/ Yea Vas N/A NIA $L44 Product Model. Number or Name Product,lilapOlim age In HVHZ QNlds HVHZ ReshUM Pressure 3 ITW BOO/Apse TMlex Metal Connector Plate 12/312024 Yes Yes WA NIA i Qua" Prolast aCorran.tla Concrete Products Precaat and Prestressed Cor le Unteb 0502024 No Yea NIA WA 4 ITV BCG/Aplm Wave Maul Connector PAN, 12/312024 Yes Yes, N/A N/A Florida Department of Business & Professional Regulation Paw 192 Building Coder and Standards 92e2o21 Product Approval Application Detail 299111: l -= '-•� )1@4 Jata lials,:l'.aAOg J1ta Tygt Ysulgo Maw Soold Eminaer&Ldcerue ValidatedB,r ltdmnffi submitted FBCAowovd AcaalQt Mgt& Aifirtndbn 2020 Apha Aluminum, Inc. Jose OWN Was R. Lomas S evim M. union. PE 11A62020 11H62020 11202o20 Approved Category: Pool Wells (407) WB-2005 PE-62514 (717) 317-8454 albC.bWry: Scets atxlaaludnunknc�yaho Corrpltsnce YamOtl: EWVuat- Repot tome o.com Flonda ReglsteredArehiteetdr. a Ucosed Florida Professional Engineer Quality Aearaxe Approved for Usa Approved for Use IRMW peegg :an& ProdW YptlsL IAmbr or MamaProdut DescritionCoarad Emo-alon Ora a MVML Canada HVHZ aagili(x I-,, 1 Apha Au^etum Sold 8amp: Vented Mimin um Sorer Alpha Aluminum acid bamhp; Writ ad Aunhum 07r302023 No Yes No WA CMU &amP; Wood Soffml CMII &amp; Wood March 6, 2023 ^W ^W W O �A N CD_ O O t� n' t` `v N � �^ O O O O W C Q O L.L_ .� ME O O O /U�CL Z Z W J era N nil � O t" N � W -. 1a Q L\ c V M co N W X N d N aV L C N 3 7C as s al I W L C OC r..s Q 3 1 c� al CU E O CAtZ '� C C5 tl W ca vca E =3 Cases cu / O CL O L U O L. CC H O Lr W z Z a J a - SHEET N0, PA 1.1 C441 LM[ Vmi,, Yam6aWa Revision 2020 W.Yemaeuser Category: SWdurd Components SubCW.WW. Engineered Lumber Compann Medad: Evalusti- Report hdrhi s Product Evaluation Entity FUNUMI Products Ape Pro kpl Yoder Nmber. Nam 1 slit f0m LVL 2 Panels. PSL 3 TmterStrerld LSL 4 TJ Rho Beard 5 Weyerlle was, Rim Bad Florida Depelbrhent of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Paw I or 1 e/142021 )s>bb or 2n Rat pate Fending Dag sg= grearrear Is likener Validated av YlII m BLobmNtvd FOG A2W-M AQeraytg JIM& Rob Ba hein ICC Evapation SerM-, LLC In Lehrer PE. OW2(2D21 IOAYM20 02/03I2021 Apprwed (283)824-8476 (608)838-3288 suseser.cocordMn@tveyarNe n I�i,77'7 Lsndn.d VeMarlumher OW312023 No Yes WA N/A parallel Strand Lumber 03/3wm No Yes WA WA Laminated Strand Lumber OW312023 No Yes WA WA Structural Compote Lumber or Oriented Strand MI2023 No Yes WA NIA board RIM Board Oriented Strand Bnd Rim Board OU31)2023 No Yes WA NIA Florida Departmert of Business & Professional Regulation Page 3 d4 Building Codes and Standards 30=3 Product Approval Application Detail r� r� y' •_+ dui �4 ;i ll t C:' ZC la's .-,'>� $ 1 � 1rK u 9 .. k. -..� .>.. re ,.. -, ., .... _ .,pp .,.�a. as . .�•�. .. A. .: -. ;i". �s..-..Z., < .. _ £f.., sr- ..r .:l not, .s _. �, ».�. �.�.3a-{? __ .�.. . .....+'a rt�,. ,.._ _ ,. .__..._ _._.__. o53E. � _ _>. _.�..-. .,x^ a M.nr ,, ..... ._not e--v.?•, ..-,... _. .., y'.�"�5�#�'1S: b�. ._`ks++ .. _ ... i5 a� S2k Isaw 211 ad, Data Pod- 20 TTt VW I,, LU,uf,,tu,, &gum Vdtlaed air rVaMi1W gwxwm FIIC Aooravat Agll®Ma $1 Rdsnidpn 2020 OAF Mlcnael 80eh Resat NOminen John W. Kne2avlch, PE 1211912022 12H72022 12002072 O2072023 Appr.vdWo d Caeg.y: Routine 1800)786-3411 PE-58166 (954)??2-aZZ4 ad,Category: Asphalt SNhgies mstleh@ear. elm Compliance Method: EYduarl-Repot from a Florida Regbtead Ar-Nast a a Ucem d Florida Professional Endnear F{ $MIRe,A4� Approved for that Approved for Use Impact Reim BIBS PJoduct YatNt NUMX2 Name Product burlodon eortrad Emir dimpate a1 Ii out" Ill R*siu.x Pressure 1 GAF Asphalt Root Shhgles for use in FBC n-HHVtU Fbergafie roinforced 34ab, laminated Stab and 12H62025 No Yes NIA NIA landkti-a hiPnidea asphalt shingles Florida Depertrnert of Business & Professional Regulation Pave I oft Building Codes and Standards 18rm21 Product Approval Application Detail S' i' S2ft ra@BC.4L 2M Bat Qua MSW g11e 1SrJ» Version Yanuraeturr Cased Ahnanar a Uear.eyaWaad Ev Validated 8ubmte4d PAC Arpropl An rho deters Revialon 2020 Flodds MOW Products Inc. Clerk Jones James L. Bucker. PLC Steven M. Urkh. PE OW, M20 o92sr2020 10g4ri020 12her2020 Apyowd CYepery: Reding (904) 7834400 CBUCK Engin- hg (717) 317-8454 subcategory: Roofing Apcsseariw the are an dark@tameo.com PE-31242 Integral Pan ofthe Rooting System Cortpllann Mahed: Eroiu lion Repot ft.. Fleece Registered Arofted or a Licensed Florida Prdaeslonel Enginer FLa21SMI.92 Ropuma OnWb Aseaance, Approved for Use Approved far Use kw= pest- s.p a Pree,at Yoe.L r&.ror a calm Pr d t S�Exaln lon Oda 1, NYHi ld�tle�:= aYd6Atl Pressure 3 3-FLAMCO bgrphRV tORltlge Vemsoad, Aluminum Ridge VeNe for otOhed root febtcated 12r3112024 No Yes No WA from 0.025' Aluminum Florida Department of Business &Professional Regulation Papa 1 ai Building Codas and Standards 3arzozl Product Approval A IlcatlOn OdellPPF PP ,.._ 111111 for 20 2&t Ode Pardoa ➢u M" v1DIgn M&mdwp m Contest Ersaluer&utensils VddWhd By Vdftffi @dmftw FACAnorovel AMC sloA Revision 2020 Glebe Protection Preduds, I.I.C. Tim Robinson Water& TFA Jf.. RE John W. Its etr ldl, PE 09106020 DM&2020 1DJDinM 1215,2020 Approved Caapay: &hull B64) SW7545 PE-44167 (954) 772-9224 Subcategory: Balm Peen Cm.robimen@sppea.do Campllnua NWwd: Evaaafbn Report tome m Florida Replaend Adored or a lknsed Fkxritla Proteselenel Engineer KNIS07H4 Products Assures Y Acrdrvedfdr Uw Approved for use eDp);,(r gei1m BALL` 59mYdZokgiQM 20ft la, HVKi $atll, KVlL 6lgagaux tL9Maa 1 20 Gass Gel --mad Bled Sham Panas/HM12 Ccnugated Oelvsnind Bea Siorm Pamir retained 121312023 Yes Yes Yes WA or net by trek, to pre Ida numnrs P ectl-. 2 24 Gage Gavmped Steel dorm PeadiH ndVH2 corrugated Oalvenlzed Bsel Storm Panels cashed 12G12023 No Yes Yes WA a not by tmda to prorlde humane protection. Florlds Department of Business & Professional Regulation Par I tit Fiords Department of Business & Professional Regulation par., di Building Codes and Standards +n2D2, Building Codas and Standards wlm2, Product Approval Application Dlrtat Product Approval Application Detail E. .a � kit .. Z. . : LSc mti':_ - ^�,X".if4 } '� S_r `4a1•`d+7' .h 2 ^1 }. �t- �q ,,., .,.,,tea �,•` :�. .. . Y' r - � „�=. .x �' ::;'. � -..s f r _. �` v-,. a, .. �+-� _z ._ .- .e. ,. _r e-u. ..-,.:.^.. h +2,v .y :c, '"•1.fiY.�s . xxv�.. Ear ,v _- .. a >, >,. -. eS _. , t, _. '-�•. ,_ :.. _ 'Y .a a�< µ, 1" u'. «� ..,, -.. ., )• r ,,..,F. u�ani Our. �s=Yrt'd.'rSah, ,.. _,_>___1 � ,,,_.., _,. ,w.,_. M,,. .. G , F .>„o-_=.^•, ,. ti!�nrl�...-m,..,��c. ,R..!r, . __ .. .,, v. .�.-, >rJ# .-�-. � ..� .�..,. .a ., ., -..� 4, _ r�'s„e, epgt Day or fAtt RAtDee Peoria pate _ 06 'P,OgO[3L 20� Bit D9N Faidim Rot I= Vradn t4aBYfaYY(i FM= EncenserB.Lk.— ValidatdEar YYgaMg lBmllafg FRO Amrovat AMXUM BIaY Iles Version Manufacturer S,lases EIMWliilversl VYWMrf By y)UNp BLtNtd PRO Amnval Anoroveo gp� ReWa- 2020 Alpine Stuart Lexka ICC EveluaNn Service, LLC Wlaan M. Ranirl, PE 101312020 1022Q020 1110512020 11005202D Approved ftawelon 2020 CanmOrda C-adO Praducla.lne. Rdxrt Oilis 6anfuelA Greenberg JMn Hoy 12/7612020 72r1 B12020 1229V2020 cling FRO Appr, Capay: Structure Componants (321) 710-3377 (407) 681.1917 eubCaegory: Truss Plat.aewn@alPnenw.eom CMKgM. "Ural Components (813) 859d70T PE-342/5 (352) 588d311 subCaegoy: Products introduced as a Rest o1 pnaatwtor®phoo.com Conglltrnce Yahod Evauaiax Rep -toms Nor Technology Product Evaluation Entity Complece a14111ad: Evaual- Report from a Florida RagidordAmhfi ct ore U-sed Florida FLMBB"? Predu h Professional Engineer Ou.i*v Asrranu Approved for use Apes-411 Uw Impact O." Ing Freda.Model- NumberrName Epp G�edExeMatbaDote Inli H*M ffi!i� Pnswra Ptaljt4aePrtBsra 1 ITW BCr Apia Higiher Slang& iH damp: 8) Metal Comeet. Plan 1?l312024 Yea Yea NIA NIA CkWar Assuraro Ammrad for U, Apprnued rouse impart RJam 2 ITW BCG/Apse Hinge Plate MINI Canada Place 12/31202/ Yea Vas N/A NIA $L44 Product Model. Number or Name Product,lilapOlim age In HVHZ QNlds HVHZ ReshUM Pressure 3 ITW BOO/Apse TMlex Metal Connector Plate 12/312024 Yes Yes WA NIA i Qua" Prolast aCorran.tla Concrete Products Precaat and Prestressed Cor le Unteb 0502024 No Yea NIA WA 4 ITV BCG/Aplm Wave Maul Connector PAN, 12/312024 Yes Yes, N/A N/A Florida Department of Business & Professional Regulation Paw 192 Building Coder and Standards 92e2o21 Product Approval Application Detail 299111: l -= '-•� )1@4 Jata lials,:l'.aAOg J1ta Tygt Ysulgo Maw Soold Eminaer&Ldcerue ValidatedB,r ltdmnffi submitted FBCAowovd AcaalQt Mgt& Aifirtndbn 2020 Apha Aluminum, Inc. Jose OWN Was R. Lomas S evim M. union. PE 11A62020 11H62020 11202o20 Approved Category: Pool Wells (407) WB-2005 PE-62514 (717) 317-8454 albC.bWry: Scets atxlaaludnunknc�yaho Corrpltsnce YamOtl: EWVuat- Repot tome o.com Flonda ReglsteredArehiteetdr. a Ucosed Florida Professional Engineer Quality Aearaxe Approved for Usa Approved for Use IRMW peegg :an& ProdW YptlsL IAmbr or MamaProdut DescritionCoarad Emo-alon Ora a MVML Canada HVHZ aagili(x I-,, 1 Apha Au^etum Sold 8amp: Vented Mimin um Sorer Alpha Aluminum acid bamhp; Writ ad Aunhum 07r302023 No Yes No WA CMU &amP; Wood Soffml CMII &amp; Wood March 6, 2023 ^W ^W W O �A N CD_ O O t� n' t` `v N � �^ O O O O W C Q O L.L_ .� ME O O O /U�CL Z Z W J era N nil � O t" N � W -. 1a Q L\ c V M co N W X N d N aV L C N 3 7C as s al I W L C OC r..s Q 3 1 c� al CU E O CAtZ '� C C5 tl W ca vca E =3 Cases cu / O CL O L U O L. CC H O Lr W z Z a J a - SHEET N0, PA 1.1 Florida Departmert of Business & Professional Regulation Page 3 d4 Building Codes and Standards 30=3 Product Approval Application Detail r� r� y' •_+ dui �4 ;i ll t C:' ZC la's .-,'>� $ 1 � 1rK u 9 .. k. -..� .>.. re ,.. -, ., .... _ .,pp .,.�a. as . .�•�. .. A. .: -. ;i". �s..-..Z., < .. _ £f.., sr- ..r .:l not, .s _. �, ».�. �.�.3a-{? __ .�.. . .....+'a rt�,. ,.._ _ ,. .__..._ _._.__. o53E. � _ _>. _.�..-. .,x^ a M.nr ,, ..... ._not e--v.?•, ..-,... _. .., y'.�"�5�#�'1S: b�. ._`ks++ .. _ ... i5 a� S2k Isaw 211 ad, Data Pod- 20 TTt VW I,, LU,uf,,tu,, &gum Vdtlaed air rVaMi1W gwxwm FIIC Aooravat Agll®Ma $1 Rdsnidpn 2020 OAF Mlcnael 80eh Resat NOminen John W. Kne2avlch, PE 1211912022 12H72022 12002072 O2072023 Appr.vdWo d Caeg.y: Routine 1800)786-3411 PE-58166 (954)??2-aZZ4 ad,Category: Asphalt SNhgies mstleh@ear. elm Compliance Method: EYduarl-Repot from a Florida Regbtead Ar-Nast a a Ucem d Florida Professional Endnear F{ $MIRe,A4� Approved for that Approved for Use Impact Reim BIBS PJoduct YatNt NUMX2 Name Product burlodon eortrad Emir dimpate a1 Ii out" Ill R*siu.x Pressure 1 GAF Asphalt Root Shhgles for use in FBC n-HHVtU Fbergafie roinforced 34ab, laminated Stab and 12H62025 No Yes NIA NIA landkti-a hiPnidea asphalt shingles Florida Depertrnert of Business & Professional Regulation Pave I oft Building Codes and Standards 18rm21 Product Approval Application Detail S' i' S2ft ra@BC.4L 2M Bat Qua MSW g11e 1SrJ» Version Yanuraeturr Cased Ahnanar a Uear.eyaWaad Ev Validated 8ubmte4d PAC Arpropl An rho deters Revialon 2020 Flodds MOW Products Inc. Clerk Jones James L. Bucker. PLC Steven M. Urkh. 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PE 11A62020 11H62020 11202o20 Approved Category: Pool Wells (407) WB-2005 PE-62514 (717) 317-8454 albC.bWry: Scets atxlaaludnunknc�yaho Corrpltsnce YamOtl: EWVuat- Repot tome o.com Flonda ReglsteredArehiteetdr. a Ucosed Florida Professional Engineer Quality Aearaxe Approved for Usa Approved for Use IRMW peegg :an& ProdW YptlsL IAmbr or MamaProdut DescritionCoarad Emo-alon Ora a MVML Canada HVHZ aagili(x I-,, 1 Apha Au^etum Sold 8amp: Vented Mimin um Sorer Alpha Aluminum acid bamhp; Writ ad Aunhum 07r302023 No Yes No WA CMU &amP; Wood Soffml CMII &amp; Wood March 6, 2023 ^W ^W W O �A N CD_ O O t� n' t` `v N � �^ O O O O W C Q O L.L_ .� ME O O O /U�CL Z Z W J era N nil � O t" N � W -. 1a Q L\ c V M co N W X N d N aV L C N 3 7C as s al I W L C OC r..s Q 3 1 c� al CU E O CAtZ '� C C5 tl W ca vca E =3 Cases cu / O CL O L U O L. 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"Ural Components (813) 859d70T PE-342/5 (352) 588d311 subCaegoy: Products introduced as a Rest o1 pnaatwtor®phoo.com Conglltrnce Yahod Evauaiax Rep -toms Nor Technology Product Evaluation Entity Complece a14111ad: Evaual- Report from a Florida RagidordAmhfi ct ore U-sed Florida FLMBB"? Predu h Professional Engineer Ou.i*v Asrranu Approved for use Apes-411 Uw Impact O." Ing Freda.Model- NumberrName Epp G�edExeMatbaDote Inli H*M ffi!i� Pnswra Ptaljt4aePrtBsra 1 ITW BCr Apia Higiher Slang& iH damp: 8) Metal Comeet. Plan 1?l312024 Yea Yea NIA NIA CkWar Assuraro Ammrad for U, Apprnued rouse impart RJam 2 ITW BCG/Apse Hinge Plate MINI Canada Place 12/31202/ Yea Vas N/A NIA $L44 Product Model. 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CC H O Lr W z Z a J a - SHEET N0, PA 1.1 Florida Department of Business & Professional Regulation Paw 192 Building Coder and Standards 92e2o21 Product Approval Application Detail 299111: l -= '-•� )1@4 Jata lials,:l'.aAOg J1ta Tygt Ysulgo Maw Soold Eminaer&Ldcerue ValidatedB,r ltdmnffi submitted FBCAowovd AcaalQt Mgt& Aifirtndbn 2020 Apha Aluminum, Inc. Jose OWN Was R. Lomas S evim M. union. 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PA 1.2 QD Cl) C0 (D U N O EMM �- O 2 .� U N C � � O O O O O L.L .� -0 E O Q Q O �' DO^ Q .Q .� VJ c 0 -o w CD LLJ ei c m >< in lL CL y CO a y CV � Q CV M 3 m Y m -� Cu c Cu s c io 3 i � V d m c O COcc CL tl C E cc O d V O �# z r� V / O L O L U O L V/�! �V U m O W a z .J Z Q J a SHEET NO. PA 1.3 Simpson Strong -Tie 202{1 FBC Approved Products Updated 12lS(H2O20 � Simpson Strong -Tie 2020 FBC Approved Products Updatetl,2/301242U � Simpson Strong -Tie 2020 a) ICU rICU o mi rCft o FBC Approved Products llpdetad,213Qt20211 � Simpson Strong -Tie 2020 FBC Approved Products Updeted,2130fL02p For r�ect Inks to all SST approvals Hated below, CLICK HERE - For direct Inks to al SST approvals !sled bNaw, COCK HERE. For direct Inks to all SST approvals listed below, CLICK HERE. For direct inks to all SST approvals Haled bNrnv, CLICK HER MIAM� MIA -DADECOUNITY FRODUCTCON-TROLSECUON. 11905 SW 26 S"K Rmm 208 DEPARTMENT OF REGULATORY A" ECON-01MC RESOURCES OtER) M-1 FlorWhi V3175-2474 BOARD AND CODE ADIEMISTRATION. DrVISION T (786) 31-5-2590 F CW) 315-25" NOTICE OF A C CE PTA.NCE (NOA) www-Mi4�10-MAKORMT PGT Industries, Inc. 1070 Technology Drive, North Venice, FL 3427 51, SCOPE. This NOA is being issued under the.applicable rules and regalatioas governing the use of coustructiontuaterials. 11ke documentation submitted has been re-uiewed and accepted.by Nfiami-Dade CmugyRER -Product Control Section to be uwd m Masni Dade Cv=y, and o&et ueas where allowid by the AudLorfty finvW9 Jusis&tim (AW), This, NOA shall not be valid after the expiration date stated below - The Mmmi-Dade County Product Ccntrd Sec tim (In Mm Dade County) an&or the AM (in areas other than Nfiann Dade County) res erve th e nght to ha ve thi s product or malefial tested for quaW assurance putposes. Ifthis product or inaterial fads to petfoan in the a c cepted manner, the ma cturef will incur the expense of such testing and the AlUtnay imniediatelyrevoke - mo dif�-, o r suspend the. use of such product or material within ther junsdXtum. RER reserves the aght to revoke this acceptance, if it is determimed byNIfiann-Dade County Product CouftDl Section that this product or material fails to meet the requirements of the applicable budding code - This product is appraved as described hemin andhas been designed to comply with ihe nonda Building Code - including the High Velocity Hurricane Zmr- DuscRum o--N-: se ries. "55.55 70r6 770 " Viny! Sliding Gh -s s D oor (Reinforced) wf wo 900 & 1350 c orners-L JML APPROVAL DO C MLNT. Drawing No."AED-5.570.0 Re v B, fitted "Vinyl Sliding Glass Door NOA (LlvW'- sbees I through 21 of 2 1, preparedby manufacturer, dated I 0�1)5,115 and List revised on 01,01/2 1. signed and sealed by A- Lynn Nfiller, P.E.. bearing the Ifiami-Dade CountyPiroduct Control RjniSiOn stan3p with the Notice of A c ceptanc e number and expu-Aw n d ate by the Mami-Darle Czunty Pro duc t Control Se cho n. NIISSILE 1WT.kCT RATVCG. Large and SmallM.Mike Impact Resistant Limitations: I - See table I (sheet2) and table 2 (sheet D forapplicable SOD unit sizes, design pressures, reinfbreements, q pes- Ldass types, sill riser (see tables B-1 & B-2, sheets 7-8) and anchorlayout sheets requirements in 11 dnu 16. 2. Rig�d White PVC. Tan (Non -white) Rigid PVC andBraam coated (Pairsed or laminated)whiie Rigid PVC to be labeled perrefteured NOA'srequirements. 3. Egress operable do ors must comply wilh min clear width or height per FBC requirement. as applicable- 4. Pocket walls under separate approval. to be revieved by Building official LABELING: Each unit shall bear a pennanent label with the numufacturers name or logo. city. state and series and following statemenr 'Mami-Dade County Product Control Approwd7% noted herein- RE-_N-E W-AL of this NOA shall be c onsidere d after a reveuW W li ca tm has be en file d and th ere has b een in o change in the applicable buildng code negatively affecting, the performance ofthis product TERAMU110N ofthis NOA w& oc cur after the expiratum date or if theve has been a revWon or cliange in. the materials, use, and'or mannfiwwre ofthe product or process. Afisuse of this NIQA as an endorsement of any procluct, for sales, advertising or any otherpurpcxies shall automatic allv temiina* this NOA_ Fadure to complywith any section of this NOA sbdl be cause for*rmination and removal ofNOA. ADVFIRTISEIMENT: The NOAnum1w precededby the words Nhami-Dade Cau3ty. Flonda, and followed by the expiration da* maybe displayed in advertising literature- If anyportionof the NOAis displayed, then it shall be done in its entirety- LN, SPE CTIONW: A c o py o f this entire NOA shall be pro vided to the user by the manufacturer or its disufttors and shall be available fbr inspection at thejob site at the request ofthe Building Official. TILis NOA revises & renews NOA 920-0429.05 and consists of thispaw I and e-6dence pages E- 1. E-2. E-3. E-4� E-5 & E-6 as well as approval document mentioned ab(nv.- The svbmitted doc niation was reviewed by Ishaq L Chanda, P.E. N0.11 NO. 21-0205-.63 ExpirationDatet April 14,202-6 Approval Ditto -March !;,20221 Pago I FGT Industrim Inc. NOTICE OF ACCEPTANCE: EX71DENCE SUB-MITTID, 2. Evidence Submitted under previous submittal A" DRAWENGS 1. Drawing No. MD-5.5770.0 Rev B, titled "Vinyl Sliding Glass Door NOA W-, sheets I through 21 of 2 1. prepared by manufacturer dated I 0.�D5115 and last revised on 04,22,120, signed and seAEd by A- Lynn Miller , P-E. B. TESTS 1. Test reports on: 1) Ar Infiltration Test, per FBC. TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC. TAS 202-94 3) Water Resistance Test, per FBC TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pmsure Loadingper FBC, T.A_S 203-94 along with mmked-up dmrings and installation diagram of all PGT Industries, Inc. representative units listed below and tested to qualify Dowsd 791 and Dowsil 983 silicones, prepared by Fenestmtion Testing Laboratory, Inc.- Test Reports No-: FTL-7897, PGT PWS520 PVC Fixed Window (unit 6 in proposal), dated 09.;03114 FIL-20-27107.1, PGT SGD780 Aluminum Sliding Glass Door (unit 7 in proposal) FTL-20- 2107.2, PGT CA74GAlum_ Outswing Casement Window (unit 8 in proposal) IFTL-20- 2107.3, PGT PW7620A Aluminum Fixed Urmdow (unit 9 in proposal) and FTL-20-2107.4� PGT PW762 OA Alumiam Fixed Wind ow (unit 10 in proposal) dated 0 7 /13 020- all signed and sealed by Idalmis Ortega- P-E. C. C-ALCU!LATIONS 1, Anchor vaification calculations and structural analysis. complying with YBC 71, Edition (2020)- dated W2,20, prepared by manufacturer- signed and sealed by Anthony LymnMiller, P.E. 2- Glazing complies with ASTME 1300-04,-09.-12 and -16. D. QUA Lr TYAS SURAN C E MiamirDade Department of Regulatory and Economic Resources (RER), E. -MATERLAL CERTIFICATIONS 1. Notice of Acceptance No. 1"M55.02 issued to Kin-arayJbiwirica, Inc. f or their "Trosifolt, Ultraclear, Clear, and Color FVB Glass luterlayers7, expiring on OT08,24- 2. Notice ofAcceptance No. 17-0803.02 issued to Kuraray America, Inc. for their -Sentn-Glast (Ckar and White) Gbss InterbywN­ r expiring on 07!04)23. 3. Notice of Acceptance No- 18-1106.10 Lss� to Vision ExtnL4ons Limited for their "Brown Coated (Painted or Laminated) 'Wlike Rigid PVC Exterim- Extrusions for Windows and Doors�'. expiring on 09/3&24. 4. Notice of Acceptance No. 19-1106.11 issued to Vision Extrusions Limited for their series "VE 1000 Tan 202 and lighter shades (Non--N%1dte) Rigid Cellular PVC Ext"r Extrusions for Mindows and Doors", expiring on 112W2 I Ishaq L Chanda, PJE. Product Control Unit Supervisor IN-0A No.. 214205,03 ExpiratiouDate: April 14,2026 ApprovalDate- March 2:6,21021 E 4 PGT Industries. Inv. NOTICE OF ACCEPTANCE: KXTDEN`C E SUBWrTED 1. Evidence submitted under previous NOA A. DRA"T, iGS 1. Manufacturees die drawings and sections. 0Vribmifted tinder V0_4A-& 11-0107 04) 2- Drawing No. MD-15570.0, titled '-Vinyl Sliding Glan Door NOA W-, sheets I through 21 of 2 1. , pWared by manufacttuw, dated 10,05d 5, with revision A dated 04105/17, signed and sealed by A- Lymn Miller, P-E. B. TESTS I - Test report on 1) Uniform Static Air Presstire Test, per FBC, TAS 202-94 1) Large Missike Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC_ TAS 203-94 along with marked -up drawings and installation diagraill of vinyl sliding glass dam prepared by Fenestration Testing Lab. Inc., Test Report No. FTL 877 17- dated 12X 74 5, signed and sealed by Idalmis Ortega, P_ E. (Tea report revised on 01`15116 and 02,24! 16) 2, Test report on I)Ak Infiltration Test, per FBC_ TAS 202-94 2) Uniform Static Air Pressm, Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC. T-AS 202-94. 4) Large Missile In4iact Test per FBC, TAS 201-94 5) CychcWind Pressure Loading per FBC, TAS 203-94 6) Faced Entry Test, per FBC, iiS 202-94 along %-Ali mxked-up drawings and installation diagram of vuryl sliding glass door; prepared by Fenestration Testing Lab- Inc.- Test Report No. FTL 8546, dated I I V&15- sigtied and sealed by Idalmis Ortega, P. E. (Yest report revised on 0 1 M46 and 02NI 112016) 1 Test njW on 1) Air Infiltration Test, per FBC_ TAS 202-94 1) Unifam Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC. TAS 202-94 4) Large Missile Impact Test per FBC. TAS 201-94 5) Cyclic Wind Pressure Loading per FBC_ TAS 203-94 6) Faced Entry Test, per FBC, TAS 202-94 along with marked -up, dra%-ings aid inst-Alation diagram. of vinyl shdmg glass door- prepared by Fewstratim Testing Lab, Inc., Test Report No- IFTL V547. dated 12/04115t sigiled and sealed by Idahnis Ortega, P. E. (rest report revised on 024 5,46) 4. Test report on 1).4jrInfiltiation Test. per FBC, TAS 202-94 2) Uniforin Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Lar Missile ImW Test per FBCr TAS 201-04 5) Cyclic,Wind Presmie Loading per FBC. TAS 203-94 6) Forced Entry Test, per FBC, MkS 202-94 along withmarked-W drawings and installation diagram. ofvinyl sliding glass door, prepmed by Fenestration Testing Lab, Inc., Test Report No. FTL &U-S. dated 1 2110415- signed and sealed by Idalmis Ortega, P. E_ (Test report revised on OL04116 and 0211 11f 16). Ll /7 .1 hh2q L Chamda, P1. Product contml Unit Supor"hor NOA N70.21-0105.03 E3qpiradouDv1*- Aprill,4.2026 Approval Date -.March US, mzi CGI Windows and Doors, Inc. INOTICE OF ACCEPTANCE: EVIDENCE StTIMITTED E. 3LAXERILAL CERTMCATION S (continue) 5. Quanm Part Suip-er Si)acer Standard compli ying with ASTM C518 Thermal Conductivity 0.881 BTU-i&/ hr_-ft1--F, ASIM F 1249 WVIR-Pass, AS7IM D3985 Oxygen -Pass, ASIM E 2190 I.G. Durability -No fog -Pass. (Suhniftied underprew1ous XOA.-Vo. 1M469.05) 6, QuanexPartDurase complymg with ASTM C518 Thernial. Conductivity 21.17 BTU-M--" hr_-fF_'F, AKM F 1249 WVIR-Pass, ASIM D 1434 Argon Penneance-Pass. ASIM E 2199 1,G. Dutrability-No Fog, ASTM E 546 Dew Point Developnient -201F in 48 his. (Subm ftkd under AbAXP. 15-0409-05). 7- Vision ExtrusWim- Ltd. Parts coWlying with PVC-A.A.MA 303-13, Voluntary Specification for Rigid Polwmyl Clilonde (PVQ Exterior Profiles for Vision ExWmons, Ltd. -VEX- 1 by AAM.A Fenestration Exterior Profile Certification Program fSubmilled tinder X0.4 -Na 15- 0409. #5) 8- Vision Exftusions, Ltd. Parts complying with PVC-AAKk 303-13 (Submiffed ander X0.41Vo. 15-0409.95) 9- PVC-AAMA 303-13, Voluatary Specification for Rigid Polyvinyl Chloride (PVC) Exteim Profiles for Vision Extrusions, Ltd_­VEX-1 by AAMA Fenes"tion Exterior Profile Certification Program 10� Notice of Acceptance No. 19-1217.14 issued to Energi Fenestration Solatim USA- Inc. for their --Tan 3040 & light shade (non -white) X%Thite Rigid PVC Ex*rior Extrusions for Windows and Doors", expiring on 02,01,2 1. 11. Notice of Acceptance No. 1"112.02 issued to Energi Fenestration Solution, USA- Inc. for their series `%7kite Rigid PVC.Exterior Extrusions for Windows and Doors'-, expffimig on 012V23- 12. Notice of Acceptance No- 2"203.03 issued to Energi Fenestration Solution, USX Inc. for their -Bronze & hot shade cap coated White Rigid PVC fxteriior Extmsions for Windows and Doors7_ expiring on 04,46125- IF. STATEXIENT-S 1 Statement letter of conformance to IFBC 76 Edition (2020). dated 04,22,20. issued by matnifamm, signed and sealed by Anthony Lynn Millff, P-E. 1. Statenamt letter of no financial interest and of independam. issuct! by manufacturer dated 04/1 &20, signed and smW by Anthony Lynn Miller, P.E. 3. Prh-ate Labeling Agreement document between PGT. dated 0331145 and signed by all involved parties, G. OTHERS 1- This NOA. revises N0A# 17-0420.06(PVTwi1CGI) and updates to FBC21020 (7*Edition), eVh* 040-li2l- 2. RERTegpmposals#194155d;ated0l�'lOt2Oappmvedbylshaql-Clkanda-P-E-expking 04 11 4�1! 1. E -5 Ishaq L Chanda, PX. Product Control Unit Supervimr X0.1 No. 21_0Z05.03 Expiration Date: April 14,2026 Approval Date. March IS. 2021 PGT Industries, Inc. NOTICE OFACC-TPTANCT: EVIDENCE SUB3MITED B. TESTS (condnaed) S. Test repast on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Umfonn Static Air Pressure Test- per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressine Loadingper FBC, TAS 203-94 6) Foiced Entry Test, per FBC, IAS 202-94 along with masked -up drawings and installation diagram of virryl slitting glass door- , prepared by Fenestr;ttion Testing Lab, Inc.- Test Report No. FTL 8:549. aated 11.,0645, signed and sealed by Idalmis Ortega, P. E_ (Test report revised on 12AW1 5 and 0' y) 11116) 6- Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Prenw Test, per FBC. TAS 202-94 3) Water Resistance Test. per FBC, TAS 202-94. 4) Large Miss& Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 along with marked -up drawings and installation diagram of vinyl, sliding glass door, prepared by Fenestration Testing Lab. Inc., Test Report No. FTL 8552, dated l2JD4/l5_ signed and sealed by Idalmis Ortega, P_ E_ (rest report revised on 02115 2016) 7. Test report an 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 2MI -94 3) Cyclic Wind Pressiare Loading per FBC. TAS 203-94 alotig with marked -up drawings and installation diagram of .inyl sliding glass door, prepared by Fenestraticn Testing Lab- Inc., Test Report No. FTL 6638 (;arpples A-1 thru A-22). dated 11,19,110, signed and sealed by Jorge A- Causo. P. E_ fSnbjttftte4 underNOA X& 11- 010704) 8 Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform. Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test- per FBC, TAS 202-94- 4) Lacge Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loadingper FBC, TAS 203-94 6) Forced Entry Test. per FBC_ TAS 202-94 along with marked -up drawings and insta&fton diagram of vmyl sMmg glm door, prepared by Fenestration Testing Lab, Inc., Test Report No- IFTL 6337 (samples A- I thru A-5), dated 1210640� signed and sealed by Jorge A. Causo. P. E_ (Su3inived under.NOA ,Vo. 11- 0107.09) C. CALC17LATIaNS L Anchor verification calculations and stwtural analysis, compl�nng with FBC-2014, prepared by PGT_ dated 11-091 5and last revised on 02115il6- signed and sealed by Anihony L Nfiller, P.E. (Submitted zmder V0_4 JV& 15-1210. 01). Quing complies with ASTIvIE-1300-09. Ishaq L Chands. PX. Product Connot rait Supervisor NO-41 No. Z 1 -0 Z 05.03 Expiration Darov April 14,20!6 Approval Dam March 15, 2021 FGT Industries, Inc. NOTICIE OF ACCIEPTAN CT: EN7WENCE SUBAHTTE New Evideuc* Subndued A. DRAWINGS I Drawmg No.AID-5570.0 Rev B, titled -Vinyl Sliding Glass Door NOA aW, sheets I through 2 1 o f 2 1, prepared by mai itifacturer, d at ed 1 &0 515 and last rev i ed on 02,0 1:2 1 signed and sealed by A. Lynn Miller, P.E. I Note This mvision consists replacement of same existmg installation screw with flat head- B. TESTS 1. None- C. CALC11LAUONS L None- D. QILTALITX�' A SSUFLANCE 1. Miami -Dade Departmerit of Regulatory and Economic Resourices (RER)_ E 3LITERLAL CIERTMCATIONTS I- Notice of Acceptance No. 1-9-0305.02 issued to KurarayAmerica, Inc. for the-k "Trosifoll Ultrackear, Ckar, and Color PVB Glass Interlayers-, eVinng on 070&24� 2. Notice of AcceptanceNo. 17-0808.02 issued to Kuraray America, Inc. for their "Senti-yGlast, (Clear and Ulite) Glass Inteflayets7- expiring on 071U23- 3- Notice of Acceptance No. 19-1106.10 issued to'Visioti Extrusions Linaited for their "Brown Coated (Painted or Laminated) White Rigid PVC Exterior Exomskus for Windows and Doors�'. expiring on 09,30.124. 4- Notice of Acceptance No. 19-1106.11 issued to Vision Extrusions Limited for their series "VE 1000 Tan 202 and lighter shades (Non -Whit*) Rigid Cellular PVC Ext"r Extrusions for Windows and Doors7_ expii= an 12�29�2 1. F. STATE3JEINNTS 1- Statement letter of conformance to FBC -016 ]Edition (2020), dated 01101,21. issued by mantiftchm- signrd and scailed by Anthony LynnMillff, P-E. 2- Private Labeling Agreement dated 0309,21 between PGT Industries, Inc. and CGI Windows and Doors Inc., signed by Ditan TvL Ruadr, P�E_ V.P. Engineering. on behalf of both companies. G. OTHERS I- This N�OA revises & renews NOA# 2o_umos (PLA wCGI), expiring "141-26. 2. cuff ent associated PI-k CGI fik #21-6205KOL expiring 04/1+26. E -6 Ishaq 1. Chanda. PE. Product Control Unit Sup*rTisor NNOA No, 21-02205.03 ExpirationDato: April 14.Z016 Approval D2,te- March NN 1.10.1 PGT Industries, 1nc. NO110E OFACCEPT.kNCE: EVIDENCE SUBMUTED D. QUALITY ASSUILXNCE L Miami Dade Department of Regulatory and Economic Resources T.ER)_ E. 3L-ITERLAL CERTIFICATION'S 1. Notice of Acceptance No - U"528.14 isswed to Vision Fxtrusibn Limited for their ­W1jw Rigid PVC Exterior Extrusions for Windows and Doors7. dated 0&13/15. expiring on 093049. 2. Notice of Acceptance No. 16-0920.08 issued to Vision Extrusion Limited for their -17E 1000 Tan 202 and lighter Shades ( :NNou-X%!dte) Rigid PVC Exterior Extrusions for Windows and Doors". dated 12/08116, eq*ing on l2j29.Q 1. 3. Notice of Acceptance No. 15-0528.15 issued to Vision Extrusion Limited for their "Brown Coated (Painted or Laminated) White Rigid PVC Extet-ior Extrusions for Windows and Doors'?, dated 08A3115, expiring on 0,030/19. 4. Notice of Acceptance No- 16-0,712.02 issued to ENERGI Fenestration Solutions USA, Inc. for thek -TAN. 3040 and Lighter Shades (Non-NUilte) Rigid PVC Exterior Exa-usious for W indows and Doors" dated 09il 5116, expiring on 0104;21 � 5- Notice of Acceptance No- 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their"Brouze and Lighter Shades of Cap Coated Rigid P17C Exterior Extrusions for Vi indows and Doors" dated 094 546- expiring on 04,16120. 6- Notice of Acceptance No- 1"712.03 issued to ENERGI Fenestration Solutions USA, Inc. for their "IVIthe Rigid PVC Exterior Extrusions for Windows and Doors' dated 08.110.117. expiring on 012&1 S. 7. Test reports No(s). 10-002-792(A), 104)&M0527, 535753-09. per ASIME-84, ASTIM 1929 and ASTNM-63 5. issued by EXOVA to Vision Extru:sion for cellulosic composite naterial- (Subtithred tinder NOA.Vo. 11-0107 04) 8- Notice ofAcceptance No. 14-0916. 11 issued to Kummy America., Inc. for their "SentryGlast (Clear and White) Interlayee. expiring on OTD4,11 8. 9. Notice ofAcceptance No. 16-1117.01 issued to Kuraray America. Inc- for t1leir "Trosifol's, t1tratlear. Clear and Color PVB Interlayers", expiring on 07V819. F. STATE'XIENTS I - Statement letter ofconformance with FBC-551b Edition (2014) and FBC-46 Edition (2017� issued by rnanufacftirer, dated 09/14117, signed & sealed by Lynn Miller. P.E_ 2- Statement letter of no financial interest, dated 0*1 &17. issued by manufactmu- signed & sealed by Lynn Miller, RE. 3. Letter of lab compliance, part of the above test reports. 4. REK Test Proposal No. 17-0387. dated 05�954 7, signed by Ishaq Chanda, P.E_ G. OTHER 1. Notice of Acceptance No. 15-1210.01- issued to PGT Industries, for their Series -5 Door (Reinforced) -U u4*ing on OV14121- 55701770- Viny[Sbding Glass E -3 L Ishaq L Chanda, PX, Product CoutrolUnit Supervisor NOA'No. !1-0220-5.63 EXPiV2tiOnDBte. April 14,2026 -Approval Date., Al2rth !S, 2021 Cl) -CD > C) (D c- -0-0 =3 (D W 0 2 CU -0 CU 0-0-0 0 -cu in 0 c 2 c- = M = 0 .0 -Z5 U_ .,- 0 CU > .Cn (n -0 Cn E CU 2 CU -0 �,O_ . C_ -1--a U) < W mi M " Cn !R Nal L L i C 14 >< LL- a_ CL, CD C'4 E CD Q3 T E C3 U U) CU > 0 > 16- CL 0 CL < t5 0 16- Cl) CU M =3 < 0 CU LU Z SHEET NO. PA 1.4 March 6, 2023 MIAMI^QADE MIAMI-DADE COUNTY PRODUCT CONTROL. SECTION DEPARTMENT OF REGULATORY 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.miamidade.sov/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 A14J (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. RER 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. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the 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. TERNIINATION 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 Miami -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 the jab 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. rriAM COUNrYM ,I f NOA No. 20-0630. 15 j7 Expiration Date: 09/11/202323 Approval Date: 08t20/2020 Pagel Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 A. DRAWINGS 1. 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 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019. B. TESTS 1. None, C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1, By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Article of Conversion for a name change. �4 -,A 9 d&- le= e my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E-4 Cast -Crete USA, LLC NOTICE OF 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 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables'; sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural 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 No. 30404A, dated 04110103, signed and sealed by Christopher A. Ramon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepared by Craig Parrino. P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: L Quality ,System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, 2002. 2. Cast -Crete Quality System Manual for 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 by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance rice. E. MATERIAL CERTIFICATIONS 1. None. "I ` elmy A. Makar, P.E., M.S. Pro uct Control Section Supervisor NOA No. 2041630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E-1 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 9. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None, F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - 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 - Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. d 4AJ, �� Heimy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 20-0630.15 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 E-5 Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 A. DRAWINGS A. DRAWINGS 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. 1, dated 03124103 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12 " LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets 1 Lintel Safe Load Tables'; sheets 1 through 3 of 3, last revision dated 06112114, all through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last prepared, signed and sealed by Craig Parrino, P.E., on 08119114. revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. B. TESTS 1 None C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, C. CALCULATIONS prepared by Craig Parrino, F.E., signed and sealed by Craig Parrino, P.E. i. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. 1. None. F. OTHER F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. A. DRAWINGS B. TESTS 1. None. 1. None. B. TESTS C. CALCULATIONS 1. None. 1. None. C. CALCULATIONS D. QUALITY ASSURANCE 1. None. 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. None. E. MATERIAL CERTIFICATIONS F. OTHER 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. 4,4 AR o4lielmy A. Makar, P.E., M.S. elmy A. Makar, P.E., M.S. Product Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630.15 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Approval Date: 08/20/2020 Approval Date: 08/20/2020 E-2 E-3 -4--0 N N C_ t!) —Cu +-.. U Q O .EM UCD C) 0 (u (n o t� O o ai C _ LL _CU C) . c � N E � � O Q C_ C �O Q z z W J Z CD i co 0 CL 0_ Q March 6, 2023 SHEET NO. PA 1,5, ECC imc TILLIT TESTING 8 ENGINEERING COMPANY WAT TRR A- TILLIT, IR., P,B, fi C A IwAm.e7 .,`OI1 _I^ ro PRODUCT EVALUATiON-REPORT REPORT NO.: 20-0728.01 DATE: July 28, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protesrtlol±Prod,lctsLLC. 4600 S.W. 51 Street Davie, Florida33314 1. U POSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61G20.3, Method I of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code - This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: 2 7..PRODUCT EVALUATION DOCUMENT (P,E O j; Drawing No. 24-176. titled "20 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 26 OF 26 prepared by Tilteco, Inc.: signed and sealed by Walter A. Tillit, Jr., P.E.; dated 07128/2020. This drawing is an integral part o� Pis Evaluation Report. ` ,0 -� A T144�I,,�` No 44167 -" F' *-- ? 6355 N.W. 36th Street, Suite 305, Miami, Florida 13166 - Phone: (305) 871-1530 - PRODUCT E1'ALUATION IiEPOR"r NU--'Q-If , _5 Rl ,- 22, TEST REPORTS: Large missile impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads as per TAS 202 Protocol, Test reports prepared by Hurricane Engineering & Testing, Inc., Reports # 96-569 dated 08/C911996, #96-570 dated 09/18/1996, #96-T30 dated 09/20.A1996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports It 2032 dated 041611998 and # 2126 dated 10105/1998witnessed by Gilbem Diamond. P.E. and Report No 0219,01-09, dated March 4, 2009, signed and seated by Edmundo Largaespada. P.E. and Henry Hattem, P.E. Tensile test report No. 9CM-197 by QC Metallurgical, Inc„ dated March 13,. 2009. signed and sealed by Frank Grate, P.E. .3• STRUCTURAL ENGINEERING CALCULATIONS; On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vsdesign wind load and panel length based on rational and comparative analysis, and in accordance with section 1 61 6 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 11103/08 and 03/12115, signed and sealed by Walter A. Tillit, Jr., P-E, 3 MISSILRIMPACT RESIST'AN Large missile impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. 4, WIND LOADS R_ESIS�OE 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 8, 10, 14, 15, 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; 1,1, 14, 15, 17, 18. 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D_), drawing No. 20.176. 5U INSTALLATION; Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as indicated on sheets 8, 14, 16. 25 and 26 of 26. of Product Evaluation Document (P.E.D.), drawing No. 20-176. a\a+`ll' kIIT1441`, ,,o P �� T a Qom,,• ' ✓ nEli % S. ` , 4AI157 ' Z� STATE OF '� g s O `'. Ft 0 R t0A s"E `� "Ire/FSS,,QNfAi l�`J,`` GENERAL NOTES: E'. '. LASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS. S:UCCU OR WOW BOARDS BE r0i1NU ON THE OIAUD -MR ;W. -GALYNiQEII SEEM_ SIDR11_PWilli ­ "FMG WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PAWLS. ' ST' 0 PAC. L TlL 6. '-I', PRifJUCt cvALUAfNN DOCUMENT .r E D; ­ nriN VER,0FO FOP COMR.aM-R. .N AW_NORAGE SHALL BE AS MENTIONED IN B 1) ARE, IN B,). ACCORDi WITH THE, 2020 (hi, EDITION) OF THE FLORIDA BUILDING CODE) (C) FC EXMI[IM W=_LN&A1?r[FIG ,=RANR'„-';r D32 MW ,.- AN $RACE BE DETERMINED PER SECTION 16200E THE ABOVE MENTIONED OWE. - 1/4.0 TAPL:ON ANCHORS, AS MANUFACTURED BY I T W BEIADEA, INC #14-10 PANCUAATE FEli ID AND PAAELMATE PLUS FOR WOINDO FOR A WWD SPEED rV REOR Xd BY THE USING AS E 7 6 AND THESE SHUTTERS W,La E MAXIMUINSTALLM AN0 PEED RI FOR A DNRESSURE Ne•O.IA ASCE 7-16 AND SHAH NOT EXCEED THE MANNAWI (A5.0} _ ANCHORS, AS NAMUFACTUREC Br LLCO CONSTRUi PRODUCTS - 1/1"f LAG PER RAT 4GS I 7 a 1/ DESIGN PRESSURE PADNGS INDICATED OI'N SHEETS THRU ,2. 1 TS 8 i9 @ 70.. SH ONSH ,/8'SCREWS ISHIN - 7/16'- 5 a' D , WOOD BUSHING. AS DISTRIBUTED BY ALL POINT SCREW Bar @ TY SPECML. E1] VERIFY 7 P W ORDER TO LTfN THE ABDVF CONfXT ULTIMATE vMW) ,p,p,5 DETERMINED, PER 7-r6 pli, 1A TE DESIGN ASCE C 1) THREADED INTO WOW OF TAPCON ANCHORS SHALL BE , 1/7" ANC Y FOR fLCO PANCLNAif PLUS M BY SHALL E HEST REDUCED TC A.S.D DESIGN, SS LOADS IN INDICATED THEM BY 0.7 IN ORDER ID T A 7, 1 IA 1 COMPARE THESE W MAX SD DESIGN PRESSURE SIDINGS INDICATED ON SHEETS "RNLI 7 S ,P 19 @ 10 AND PA ALE 1RA110N AND PANnMME FEMALE ,D. 'O C. MINWUM THREAD i N OF L MI - i - 2 CO 0 AG SCREW, D 511NA. 2 f WOOD FRANC OF LSE P'EEADEO THIS P W uRCE HORS { D A5 TESTED YATTE NOT OYETI STRESSED. 13X EASE ALLOWABLE A BEEN S ORDER Ta WIND L TMT ANCHORS USED STRESS FOR WINO LOADS WAS SL4L USTD 1N 1HEw1 ANALYSIS. rA;'f[pERS SPACING, TO W000 ,IFS BEEN DETERMINED W TUCCOA /'rt,ETlUIigN I DP NT STUCCO SiSNAE: BE CONSIDERED AS PART OF THE REOUNE£J H1AEJiDED PENETRATION ART IO ACCORDANCE WHH N.OS. 2018. C 3) MINIMUM COO SCREWS. INTO C'E OF LAG SCREWINTO WW{O 0 SHALL BE AS WICATIN THIS ORAWING 57ORM PANEL'S AOE.OLTACT FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTIONN 1626 OF INCMENTIONEDP .W 1- ABOVE CODE A5 PER HURRICANE ENGINEERING @ TESTING INC. REPORTS 96-565. 96-57D @ 98-f3Q NVO C.a) MWBI,W PENETRATION OF WOW BUSHING SHALL � 4/"9' 114' .-20 SCREWS USED ShA4 33E 1 t / 2- LONG MDHMUM NtIES FENEEi1T4TlGN iE5TW0 UB W. REPORTS (D2032 W j12128 AS PROTOCOLS TAS-201, TAS-102 AND TAS-203 •1WIll0 SNWO CX15T AND 1' MINIMUM FOR WALLS WRH NO STUCCO I T AS WELL A5 AN TEST LAB OF 51) Ttt FLORIDARET'OM 0219.01-09 A5 PER A5 20A$ 207 AND AMERIC u 8 TAS TO] SFAINQVOS. C S W CASE O+A7 PRE CONCRETE P F T ) CAST STONE. OR PRECAST c NC ETE PANELS, STUCCO DR WOOD BOARDS 19E rA/NO LY, HE Ex,STWU ALL ALUMINUM ETITRUSIONS TO BE W63-TG ALLOY AND TEMPER. (UNIL 5 OTHERWISE NOTED). SEE SHEET 2 WALL.2 RAGEANCS5 SHALL BE LOW NEDIENOUGH I REACH THE MAIN STRUr,TUNC BLWNG SUCH PAWED ANCHORAGE AFNC+IORAGE SHALL BE AS MENTIONED W ;-1). C.2I @ CAI ALL A.UMINUM SHEET META USED CLORESSHA1. HAVE ]OS -HI A ALLOY. U ANCHORS SWN,_ BE*STALED FOLLOWING ALL OF THE 4IPMMfNOAT AND Y i f T ANCHOR'S MA OF (I RF tXNS SITE -I Jt aiN5 O HE ACrvIFRH N ACNRfA • ALL STEEL. SHEET METAL PANELS SHALL HAVE SRUCTORµ DUALITY STEEL ASTM A-653 GRADE 50 MINIMUM. G-60 6. PANELS MAY A150 BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SNOMs ON SECTION 3 "MG. 10 (SHEETS ! OFd-VMp2ED STEEL CES+CNMiON W/fY+ 56.5 i (AFTER ROULD) THROUGH 6) EXCEPT 'HAT HEATERS (V k a SHALL NOT BE USED 5 ALL SCREWS TO BE STAINLESS 5TCa 304 OR 316 AISI SERIES OR WRROSON RESISTANT COATED CARBON STEEL AS PER L NGTI AND , Y TH PLY W FLORIDA CAN N/ 50 k1, TIRED STRf D 90 F TENSILE STRENGTH @ SFUI-L COLA L 9LNLDNO CODE S IT SHALL BE THE RESPONSIBILITY of THE CONTRACTOR 10 VERIFY THE SOUNDNESS OF tHE STRUCTURE WHERE SHUTTER rS TD BE ION 2, SECTION 2a,! ].].A. ATTACHED TD INSURE PROVER AN TlNM SNR' T' ATTACHED ANCHORAGE SHUTTER SHALT 0N1 8E ACHED TO CONCRETE. BLOC) Oft WOOL FRAME IATaCNNGS. fi BOLTS TO BE A-37 C VAR2E0 STEEL, 0R AISI 304 SERIES STAWLS STEEL WITH 6 WMINIMUM YREui 1 N S RE14GT iD. EACH REGuiAR STORM PANELWITr, - THROUGH ' � a' M AWE. LENGTHS 71cP 8' 8 ROUfiH 12 AS PER SECTIONS 6 8 9 a TO AMCTEANA7Nf5 BW 7 ANCHORS TO WALL SHALL BE AS FOLLOWS 9W IOW N ' 6 , Y-IN W-: INSTRUCTING [COMER OR @ C HEFTS 3, @ 3 RESPECTIVELY. EL , SHALL HAVE A LEGIBLE PE AND READILY )CANE WARN TENANT TO SECURE PANELS MATH APPLICABLE RE1Fff0RCEMEN( OURWG PEAODS OF HURRICANE WAANUK; (A) TQ-W -06 rQOLa1-•'^,,_CONCGl= 11 THE WSTALU,TON CONTRACTOR IS To STAL/CAVLX ALL. SHUTTER COMPONENT CCOGES WHICH REMAIN IN CONTINUOUS WITACI. W11TH - t/4'# TAPCON ANCHORS AS MANUFACTURED ITT I IN BL,UIEX, PW (Mm. H'F 3192 P.+) THE BUILDING To PREVENT WINO/RAN WTRi,FTDN - 1/`- ! , 7/8` f,.LK- W ANCHORS, 4S MANUFACTURED BY ,NC (W,N. YF.A RA.I) - i( 'r a 3/a' SOUD-3FT ANCHORS. AS DISTRIBUTED BY ALL POW1 SCREW. BOLT @ 5PT<.W.T/ L0. UTED I POINT S 12 STORM PANEL INSTALLATION Si COMPLY WITH SPECS INDICATED N IKS DRAWING PLUS ANY BUILDING AND IONING MT-GULACUMS (A,n. Yerr3000 P F.L) PROVIDED BY n1E JURfi01CTION WHERE PERMIT IS APPLIED TO - %14-10 PANELMATE FEMAL O W PANEIMATE PLUS ANCHORS, AS MANUFACTURED W CLOG CONSTRUCTION yNi(IAFCI$ 13 (4) THIS PRODUCT EVALUATION DOCUMENT (P.F D) PREPARED 6-• THIS ENGINEEN 15 GENERIC AND HOES NOT PROVIDE WrOR"ATC-N (MIN I•e-3350 IT •) FOR A WE SPECM"+C PRDJECT, .9 WHERE t/E SITE CONDITIONS DEVIATE FROM tHE P t tD - 1/4"0 Cr TAP_GRIP ANCHORS, AS MANUFACTURED BY TRL-CA;T CORPORATION (. -3600 P.s.)) (W CON/WKTOP TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND WSTALLA'1pl INCLUDING LIFE SAFETY OF THIS PRODUCT A, I) MINIMUM EMBEDMENT OF TAP[:ON AHL',NORS INTO, POURED CONCRETE SHALL BE 3/A'-. 2' IQR PANfLMA7E FEMME BASED ON THIS PE,D. PROVIDED HF/SHE DOES NOT OMATE FROM THE CONDITIONS OETAAED ON THra DOCUMENT O AMC PANEMALTE PLUS AND 1 I/a- FOR CF TAP -CAMP ANCHORS CONSTRUCTION SNFETY AT SITE G THE CONTRACTO5 RESPONSIBILITY AI) CRX-W A -S ANCHORS b RE ] 8- �O THE CONE Nt INTO SOLID E'F EMBEDDED .. P NO EMD N / T PP H15 P 1e1 46t16i EVALUATION OFI DOCUMENT WI $€ G0M5tGLRETJ ENV /F MODIFIED � � STUCCO ' 9 MINIMUM STUCCO STUCCO SHALL BE PERMITTED. I/4' 0-20 Sr;.MME3Y5 t15® -31A6L BE tJ`2. 40N6 NWLMUM SHOULD SBLIYO EXIST. 1/2- NO T' MINIMUM FOR WALLS WITH NO STUCCO, AM MAY BF HEADED SCREWS OR ALE THREADED SCREWS WIG Ht0i Cdl STTE SrECR1E PROJECTS SHALE BE PREPARED gT A RCATUA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE BUT WITH WING NUTS. ENGINEER Or RECORD (EOR.) FOR THE PRIC E AND WHO WILL BE RESPONSIBLF- FOR THE PROPLR USE OF FIFE P,E 0. ENGINEER CF RECORD ACTING AS A DELEGATED ENGINEER TO THE A3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS• STUCCO OR WOOD E+WFOS BE FOUND ON THE PEGENGINEER, SHALL SUBMIT TO THIS ,AFTER THE SITE SPE,IFK DRAWINGS FOR REV,ER EXISTING WALL 00 FLOOR, ANCHORS SHALL BE 4.01H0 ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANES ANCHORAGE SHALL BE AS MENTIONED IN A,) AND IN A.2) (a) THIS P.EI) SHALL BEAR THE DATE AND DRIi 3FJ•L. A87 SIGNATURE OF THE PROFf$SaFLAL ENGINEER OF RECORD THi PREPARED R (8) 7>loyil5}((yr f D'BETE-E:CN"n-_YYt'cl- LIl-C=95r .. 1/a' a TAPCdN ANCHORS AS MAROFACTURED by I I W BL&U}E%, WC 14 SHUTTER WNUFACILIRER'S LARE1 SHALL BE LOCATED OR A REA➢I" VISIBLE LDCAPON AT STORM - 1/4' 0 a 7/8- CAIk-1N ANCHORS. AS MANUFACTURED BY DEWALT INC (MR 1'r 1500 Pal.,.) PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.93 OF FLORIDA BUILDING CODE. ONE LAM SHALL BE PLACED FOR EVERY OPENING. LAKUNG TO COMPLY "14 SECTION 1701i OF THE I/4'e I 3/4' 5QLD-5" ANCHORS, AS USrFdRJrED BY ALL POINT SCPFi 801_1 @ SPECIALTY C,b. r,XFJQA aUTLMNG CODE (MIN R'.HBOD PW.T) - 014-10 PANELMAIE FEMAS. 10 AND PANELVATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION 1N5 ORAWTNG SHALL DRAY BE USED TO �T Pr=cTS (MIN T'T 207T P:-) ltHMHICINN4,-/ T$TAN PEk,1iIS W THE STATE GF FLORNM M A. T1�l�l,, - I/a- 0 OF T.rR-GRIP ANCr10R5, AS MANUFACTURED m' TRV-FAST CORPORATION ,P�•_'Ok ' B I) ATRRMU EMBEDMENT 07 TARCON ANCHORS., ELCO PANE -MATES AND CF TAP -GRIP ANCNOR. INTO THE C'J* . ...' i1C ✓�''' FLORIDA BUILDING CODE (High Vi i N."i.ori. Zone).. &'DCX UNIT Sm" BE 1 1/4- � : NO. - *a7EC0, AN SF 20 GAGE GALVANIZED STEF1. S10RM PANEL 9.2- CALK -IN W SOLID -SET ANCHORS illALl EMBEDDED /B INTO E CONCRETE BIOCk UNIT NO EiAETB'1HEHY 4 1 F; - - r _ -_ -_ wA� eT oY/aia INTO STUCCO SITALL BE PERIAME T '/4' 0-20 SCREW- USED SHALL BE T 1/2' LONG MINIMUM S,OU:� C40cco _ " GLOBAL PROTECTION PRODUCTS. U.C. EXIST, AND 1' MINIMUM FOR WALLS YAP) NO STIUCCO. �: STAT Or - [____- 1L� ,V -Syr 11 STRIT' -_ . H A^''. 1 0 F QR O ,, F.-!}"'^• '17- ELIT %T'iML i ENPNKEI,pW COWANY w a, RN.M MRua. TiY. OtME R T I. FIiaE. L H� FL FAL (4s+j6tR- 01 20-176 y,Fs •rA+ UTN eH - PW rn-+Ts T " �� t1WMW1G Na. •A rt. Ieaw..r ' py.;�pJi(A 1 ...NC�S YO""q,1C.aR M14[NP-.,: ➢ • e ,1-.b . S1RET , Fd I jNSTALLATION_DETAILS FOR REGULAR_PANELS2. & _A IRTQ )STING_ POURED_ CONCRETE OR CONCRETE BLOCK STRUCTURES CHxAETE Nxrala ME SMEOLLE ONCONCT4-R CONCRETE -W-q (SEE SCHEDULE DR - SHEETS a THROUGH e) `ti C- ! ,. / i'. ; . r a- ANCHORS (am sCHDUEE aN SHEEM a N POUP, 11) ` - EXISTING POURED .�+ CONCRETE PEIXJRrEb ,,. . .,L ��, -- SHEETS a :°,eri 0) CONCRETE ANO.AM ' ,. CSEL ZMU: oN .,I 4•.. f%t5104G POURED 1 - 4' _ SHEEM • 1NRaR'H n - CONCRETE REWIRED '� - �a - Min .. �It• NM.- k1M _ J ! /A , . I , _ , 4s7.- lll.. TS _ E _i.- -L e i oc --.. N I I'll I. 4 ' I I - _ I ___T 4;4 -) I rtN. J`�- __�.E -s � L_� _ --- - - I I I EXISFINGEG `' rbMPET[OULED 1 I h 1 NE(KNtRD I , E -• :^W'� m I H i fXIS71NG PAWNED E-0- j � , i0 ED. y4�s T - 4 11 ! I , } I : Mva �."i I Y •, f CONCRETE REO1,TP1D". i7 1 - 1 y{ 9'WJ3" A I 1 1 `x•' I i ¢¢ A I - TOImuA I O {+H.. 1 E iWAi M]T e I 46R WR S t 16FRr STAG e S 1 .'STLQ e 6 I4c�tte� 1 IrP1.'a' yR�t J StgT a I ,a ' ' I Ili I ,p€I I] T/2° a.G i 1 ,T ,/r O.L w I =EW i :1 i (45 I c''Aa. i 9 J i{ XE x•,EA+3 I R 9a 1 �- S d Tm WAffi i I `- ,...I E I 1 � w �eW i- - I W mJ> 1 6 I 1 TR Cu55 \:f 1 . ,, i I I °r I I IJ: - I r S i -` -.. -- - i {F 5 amr+c j 5 oaa'-4�I i E I 1 I E I I E { 1 ��7) .. 5 1 I F I F ij I crate , _ N r ---- 1 i 1 . � D,TL I + i i 1 ,Fi7 I 1 ^' j i I O' W _ 1 I It I i a I I 1 7 11 H i--7.tT1a �,, I , I j ) I I 1 I EXISTING POURED. E [ , I CONCRETE OR r - °Ji' ) 1 iSiS T.La•RgilP• Y I roc HAT e A I - I IEtf ,' .e . I I -•T 1/2' P.G. 1 r.M r I- I TF1f'w* \ ` ! T ri e L ; i F EMERY si e i t I I T.Fn3J3a' I I,2 T/Y 4c f 4 r,-, i ..I. EIWe E.0 I ��. TT'- u , I EXISTING POURED E D 1 i ,rY DL 1 - 1 a 7 CONCRETE BLOCKI EWL1 S'Dµ"r 1 H COONCRETE OU 1 _-- ,1 CONCRETE OR HtACK_ '" TtEDLLrzF.D . 1x 1/•i' D.c ' r•' I --1 I �w CONCRETE BLOCX OC � _. REOVIRED ` , -_ . - YF I939' _ _ ,lY' - L" 01 , I r 1 L� _ - _ _ u MR COW REI PtA.MEO • - Mq. H REGUtREO. 4N1 <!MUT.FIy :. I ---1 w'r sa. aO, - . qaM-. aP O ST55 HS,UU0 CAM 7NCaET[ NICRIOP.S `---i O. (SEE SCrEPGtE DV LTMKRCIE AVGga'S SAL r E' Oi. COIKaB.'C MACRONS -4 N�In7 1/AT w: Pa IT SCHEDULE OTr (WE HE S a rAt M 4EE7i 4 nIMOUGn 4 SHEIDS a TH -c'" P! SSEE `4 (SR SakTLAE O'I SMa. a . 6r SHEETS / THROI e . STETS a THROW. RL WALL MOUNTING ' 111NO-AND_EL-QQR__MQ.U,1lI1NS2 13WLQ OUT MOUj�T1Nf� ALTERNATE BUILD OUT MOUNTINQ SECTION 1 SECTION 2 =TIINA SW_LQN_4 ;L,. E :.. a_ . 3_ s(sE._ sin=' _/," ,' _- __ _. _____ _. _- P E.D. - EDGE DISTANC I sa uNmat_.4. 1 _. 1 (SEE SCHEDULE nn 'Leta w StFAA°.tpN I 'c I ZI SHEETS B@ ffi) pA46. I 1 I 1 I � r fl NQSE FDR CD i#LiTI01t OF 5 ICI`.; .j /DRUM L 48-- 1,P ,/N'oc %'I H����,A TOP I BOTTOM IN A Y WAY TO CAN Br. COMBINED 1N ANY WAY TO iLIT At.i [t ,,a �` ,S�4EA //4N INSTALLATION -.ti-. - . 1�P ......,.... ti10Erys� •. 4i9? L EXISTING POL,a FLORIDA BUILDING CODE (Nigh Velocity Hurricane Zone ,:- CONCRETE - _ E.n REQUIRED. carlrRETT ANCHM 1 Wo2G TAIT'CD, WE = tT� 20 GAGE GALVANIZED STEEL STORM PANEL FP CRA N BY; (SEE SCHEWEE ON 'HEE s e nNRa c1, T. ? "9 *i" _---_-__-_.-_._-_,_.. ' 90'••ice- i a'��'aPa GLOBAL PROTECTION PRODUCTS, U.C. ',,�e".a`r+` --� (� 11E FL� AM CEILING AND FLOOR MOUNTING MCC SW 11 srnEF, SECTION .A "f Er'``�!i`"f�'__ TLsnNO ENc.,M-FRTNAwO n+sC.n M sRrOK to w -I.f,5, - toll - , 2D-176 ra.. imi . AM . -I Ax.- - I q-000871e Ael1r .ia OTMYMrG r>a .. _ .VLtT I' 1 a_ Q1C _2_ aT _ w EN[fT • W TA �.- pRODL]i'T FY"A_I UATION REPO[2T Ng ?0.07_1LU 3 6_ MATERIAL CMRACTERISTICS AND SPECIFI ATtOW, Shall be strictly in accordance with General Notes and Components indicated on sheet 1, 2 and 22 of 26. of Product Evaluation Document (P,E.D.), drawing No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of 26, of Product Evaluation Document (P,E.D.1, drawing No. 20-176. 7. LIMITATIONS AND_C_ONDITIONS OF -USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated an sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P E.D.), drawing No. 20.176 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr., P,E. (Florida License No, 44167), President of Tilteco, inc. (Florida CA-0006719), \,,,La,n3H+14,HFby ,�`IW ...TIC(/T�'•,, �. --.� _. 44167 -- -* -.:* :*c _-_,, � , STATE OF ec a C. ''I0O,�, .•"I0RIQ �'-, %,'11 S/ION A 1� 'O" nnn wi D.1 TII-TECO AOMON RECORDS ! P. E. RFPORT.2C 1 GLOBAL PROTECTION PRODUCTS, LLC 120 GAGE GAL VAmzr:o STEEL STORM PANEL) DRt4'G # 26-176', REPORT IF 20-072&01 1� ECG► imc. TILLrr TESTING & ENGINEERING COMPANY VIALTFRA TILLIT, M, Ir E. tilteco(dyPol.com PRODUCT EVALUA-TION REP. W PlIPY Lk N. 44i67 rL,.,A.LiT wNo.D0a671s REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: QLQ_W1Pr4iect1DP_Products., LLC 4800 S.W. 51 Street Davie, Florida 33314 1. PURPOSE_ OFE-VALUATION_ This is a Product Evaluation Report issued by Walter A. Tillit, Jr„ P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61G20-3, Method I of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify, that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: 2.1.- PROD UCTALUATION DOCUMENT (_P.E,D,;,: Drawing No. 20-175, titled "24 GAGE GALVANIZED STEEL STORM PANEL', sheets I thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A. Ti Jr., P.E.; dated 07/27/2020- This drawing is an integ * Fobolf Evaluation Report. 11",Xt...�1L(/r%, Svc" �1GENyF' .Y - Ntr 1-(167 = _ s* * * . STATE OF :�� oc••. FtORtOt' .•- 1< "I" "'C".. F ����I; 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (30S) 871-I $3 4c Ni AILS Q (,R� 1 1531 r .__ _-___ .-.---.-_-- _ ____.. _­__ ____.____ _____-____ ________-____-n-_._- _ COMPONENTS FQR REGULAR &LIFE SAFETY STORM PANELS I (SCALE 1/2-I-) j - 1 15. I"* (TOTAL WIDTH) - _ .-.. w. - I .., 15196" (TOTAL WIDTH) - 12.5W (EFFECTIVE WIDTH) .__. __ __ -- .r1.350' 1 3r50' - --. .- 1.330' - , '.AID" _ - 5w" -, I ,+'S. � 1 . _ . O.D&i' Mi THICX '-- 1.350' -'^ �d �H - T 1 - II \ r-- - - 1 - - - GKVAaZm STEEL Tom' ASTM A-653 - . C zx •Tye- ' GRAI1E 50 M,ON �.I rSEN D.- {4 MM X ME J "� o.a]6• AiR1 �5 2.esa' r3AMEa / `Xh' -1.57' i 1 " . ,.I'r; 1l G-6c GKv /fT f I GALVMR2FD ST{EL E1xLf I kDGC 2.E)00'0. T7P ASTM a-653 �` 7.OIXI .21y0'i , TYP ! ' N �TA6 �T - HEMMED SAIL A �.. ,HEMMED cR a[ SD uuHwEru ,r+. EDGE ELIDE / ' 0-So CALM. - T AIL A i ,µLA J)ET 4R.A' -per N6 8 1 1 O SLR1ito PANEL _— END STORM PAN" - 2 -.lar --. �r / ,'i I 3g' t 7" -- 25D 2. B - �I - J2•' _ i 1 r•a-zo 1 .u5 ADME2Y f7ND LM n _. 1/ 4'0-20 25 W/ 1NEAryiED ELGC ' - .+'' ,I- 1 .to* 'm- T 25- S S SERIFS 304 SEERS �... 750•.-.. R n I - - S.s STUD R1VETkO S.S. Snq M{?EO ,790•! I TD M,U � TO ,/-- e ' j_, �iw %• 1 _ I 12 1/R' a.c 12 ,/7' at. + /4 - -' 3,S75" D93. .O$3` .093" 2,000. T.500' 1 ; 1,500• \`�,'* y r_ F ^!,, _ 21Y9° 5E[ .419i .930' SEE Ifr C. 0.2%O' 2. 125' 4_ DETAIL .>� R 7 2 1 7 __ n 15 l _ N r r, - 1..... LI- 9 _ - 5' Ma. _ 1.500• - `^-1.50D'--. J1 ` FULL R -;l' SOGETRIC DETAIL A -9A -- _ I YiFi� DETeL _ , �_ 2.WD -_ I DOO ROUNDED CORNER O MS OF PANELS R END LIF W/ HEMMED EDGE (�) Wh• "ER Q "U" HEADER 4) AN= 4k ANG EAWITN ST0 4-! _WITH I (N.T S) -- REYERSE . 5TA I set W. A 3.A' 374' - �, 1I/'- A. TF NNE EDGE OI G^c.' -. )5Q ' I.18G7' O PANEL IBB`-- .188' 1'�'� -: 2$ . t , c-)0 30N SERTO t ? N , , STUD RT2TTb TO Aw_..r a 12 /r OC '.65b' - ,54, ifl T 1871 t.671' 4 .,, gI- - .375' _3A'4 a `., 1L-125' �--, i9b- , 463`i .343'R ,.500'-) ' , . oi l- 5 IKKE /169 FWt1. 7 75U- Tt{1EVER'PARR -STUD U7V.'ODN AT - - (j . I { ! r "MAR 957" \ - - -.-..' ..D80" - .. - t! - Mn .nay' .TB ) 7,000" (5) KEY HOLE WASHER ��_' - 20�' ro> - R:,• (� "F" TRACK ANTE ;6A 3/0' "i IUCK '7') ELAT PLATED OA36- (Men Y .. /'t '\ .'001HRHA/ wl.TH_11 D I GALVANIZED SEEN 34i'0 t % at,G1`e i, Tl CAr-�4 �1 11 xN.., vCENse •.,. �jL�F'�}\j,,. = 3"S'a ii I + ..38-m 675'e _ y_/--__ - - t,. �- - No. 44t6 `_ I 7 I .-' j!',r)) 375 > 'IYO •A - FLORIDA BUILDING CODE (High Velocity NMrrtcanR Zon6)� ?:,�Y L✓ '��' OTTOM yr : tk I + D63' _:.,- .� TIMID HRC.'t ix+Ix DF PANEL STATE OF t� iz020 "L*€�' '"� 20 GAGE GALVANIZED STEEL STORM PANEL I,,;,� �.. , 2$0" f27--1875' PLATED wNG w.T F O, ; c's 0.0 tOREt2 KEY HOLE -. _____-_._.___-__ _-___.____. _ ._�>� ,,. - ci n/w. I 2.OW pL7AtL t �5 -. \ GLOBAL PROTECTION PRODUCTS, U.C. 1 --fi &I -_PAW L AO"Y 4 11L E� HATE ...IRIIINII, 4a00 S.W. 51 STREET *XI (V �.F{� y7 y� J =+ 4n �.iY f..,,�/� 'i ,ESHNC W ER N0 6.NC.", ]3114 K?iE/NTIC M USE W/ 0" NAL ®f / 7 - e-9w a. vl•IPv. n. H FINK (S!•aas-13b, FA: (55,quo-RTH7 2D-176 ALUMINUM i(N j,E ` O.3/3 WASTER W/ AHIN,OML / H.-. -.11-1.. - -tFM _•M, oRAae•L "° • )/eEarOR NI N1rL N (STARLESS ..A DOOR1,9 AR11r". AI.s1+• 7/ STEEL OR MGKR PIATCD STER). iC SEAL/SYONAT.ME/tMTE WN.TEP A LIN Jr. P{. ac ,47 _ _ MILT T .. �,_ _.-_._.�.. .. tRaALLATiON___DETAII S FOR REGULAR PANELS-!-&& _ 1lA INTQ POURED CONCR T OR CONCRETE BLOCK STRUCTURES QQ� WA � L�!�n�—�-- - _CQN -}__CREM _QR -(- -EXISTING CA PAALLMATE FEMALE W. 5.5. 1� ���� ♦rMW� (����t� � t} �T � t �Y�r�L� V_" LIFE-5 !_�.LL-'.2._ CALK ' PIWELMATE PLUS (A Or UP r�P o., (SEE Sd 1C1E EI,�+ - 1 �4 } N r, a�!' RGI S,-_L_:._.�`.!`:SST , __E7Z_P-P:ITV Y•�-FANEL_S_L"'.._•• 1 SCHEDULE ON I NER a A Ti Mmll a �H 9T ! : _, I"--MK..- `Ii112 `-, , Iw® cs,.-, I I I —1 �i ; �L 4:..6 r .r.� I I 1 EXISTING POURED ' ' 1 E D CONCRETE I RIEWRED1 -11 i'_IlDlr„ �._. 1 _I IPIT 3 rPAavL WALK a:,.',an ,wut f 1A _- _ II ,�1+ _ Hx..,. F IED I c.'� F 4 f -- L r2's,3i . -4, I EXISTING PWMED I I I CONCRETE OR I I i� 1 _ Omr>_m`� Yr. Or.L T WAI .- 1 • (--(„� I Y R, CONCRETE BLOCK 1], x I. I i REQUIRED ( I a M., J I I i I ]__ �SE A (PLAN) _ (D-IX -�? AT I 1 ' e I i 1 I - _ N E. • 11 E" ,' .1 INw1�w. ar wi ..a­ 1 1 .•A-sm.r rA. 1 �iJ N,P a. 1 t>N,IW-_'1 I I WTwMR ; I M "L B (PLAN) Sf.Ats ( t' T mi�,11G_,-, EORRW GMae I TTC .mar 1 I HH22..' I :=, Y AL'� I: ]�I'Mt ,n,. Nirs'F' » '"/rsm'Vi..,y PR T 1 Iµ Sal R.t TF ON e Z . M=I __. ,. R�• I (,� fNEE sc+cDutE aN �"e>YA°TON I � 4us'1 t e DN S 1 r'j r. 1 aP1"m YCS' _I" 1 W I i I zI (r- — N . F i 1 a 1 4W T• m .. , T I 1.3 T Ate . jJ , 1 3j i a ,ryr 1 • , ,UpO P T],e« 1_._tA F /4w_ a t . CONCRETE OR , H ({ I i 9 - i ( M` CASE C. (FLAN) ..,w ,wn COICRET€ I. 1 ED +80UAC1 I EXISTING POURED TSIE I , ill SCALE 3I+6.1• CASE D (PLAN) L CONCRETE OR -_ -...--' ,I CONCRETE BLOCN ';. 5'i,LL `/te. i ..I ,' I 1 REQUIRED. _ 1/2, 4'•- 4• ss. ,. W/ TN'aJ/32' _,I m-•aoT "c°'OI"AaI ` a ! fAN.-aN DR P,11s`LMA -. L - T ' ' 3 4 ,_.._.IDEA I j . YW MP • a' Oc f...cw +w "TasAnt can .=Rca • wi^-•F ,I'I, ., ra+u .n .n FEMALE ID AND RIAW'r CONCRETE ANCrV1P RETSC1EOLlE ti � ,M.-•• ; }( I •Nn M e aV . t+. PLUS OR ,F INN.-0.v (SEE ON (SEE 5GIIMXLS ON "wi a NMOfa1, P, CAM v„ - +� ` _ sHEE,S a : s) WALL MOO MTIN�C (D.M.) ZC?tIAN1_8dE_.� B�E�L NG I H. - ---- - r_'-'c- -- SJlc 3fR�t- STALE 3/B.1' -_� MA. —'� A nY OPE,MU "DrnT I i .® r -• _ ­ ,W"y'..GI�.u�wv •w e MCC OF FXLSTNG W RIEW I• WIDE . VARIES . I/e' EPENNNG E.O. - EDGE DISTANCE .``,.. - T•U E u Pv+-a;m THII ALUM. TUBE OR I' . (SEE SCHEDULE ON CASE v (PLAN) EAL"ING STUCCO/ PT WOOD PLATE SPACER J _ WOW SAND I I 0 NEW 1' WIDE VARIES 1/8' SHEETS b k .) _I'i t `•`'�'/ ./•- SCALE 3/ic .- I . , _J T I' .v V I MOM UBE OR AR ES NOTE fOR CAMBINATIO": Of_SEtT16NS; WWD PLATE SPACER j BEHIND TRACK BE { )( LOINCRETC ANCHORSI TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY CASE E (PLAN) (SEE SCIHWLAZ DR -I , INSTALLATION. SCALE 3/16-1- SHEDS a TNRDL.YRi 9) t I —_ I cJ_` _ -RACK Ca t ,A, �, 1�a4.71(t/I IXTS,I. POURED `�'-` w TAYLCA T, `S. I. P" tflN:D, N a• '' E F ORI A 1 IN C h Vet cif L D BU LD G ODE (N g o y Hurricane Zone) w 1P.cER ,� ro r --c iS AIDA1 __�.-..... CONCRETE BLOCK MF UY a A 1 1/2' Kn CONCRETE BLGD EIX,A 1I1 *EP au a !PEST R A a} 3' MR.. REWWEO. •wLx'a Iarx :' NO 4416T m?OTO TATEM. K = I 20 GAGE GALVANIZED STEEL STORM PANEL , I ,�,� �. x�, SECTION X-X = *: ,r - ,per .,�` ,_ ---. __-�. --- - _ - ! GLOBAL PROTECTION PRODUCTS, LLC. �,le, _"'i LrElpii SPA.CEIis _R.EQUIRE.D__Z_ TQF--QR �. S TE Ol CiL^� -.r` 4HXq ea ST 571IE'1 4�0' / /T`✓'-Z0-,,1 F *Es EHc HYME Ft Ss31. I OMM..-.Tf�ACK5_.-A.D>lBCr,LNT__JQ--ITt -"DZWD 1.P-lAwn �'_F 1S . R101' f L+ kc A i co MY � ,. `` II.,.iTOT; n,..,�L""W r- LAN1-IT 1vi " R•i7'+c. to6N)ae9-Tsa6, TAc t+aAMe.. 20-t 7b aR.eeAF+w 1hsr - AL AN, r ty,-Oabe7l9 /SIGN ,MCIb.TE -TER A ,ULT, Nr Pd _ ,...R. - r 'F 1. EytY w, 7 ARAT S OF m -, ____-_.._� .�_.-...._. _.r. PRODUCT-EN'AL LAT1ON REPORT NO '20-U727.42 2.2, TEST REPORTS,. Large missile impact load tests were performed under SSTD 12-99 standard as per section 1609.1_2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report # 0814.01-01 dated 03/11/02 witnessed by William R. Meitner, P.E., Boriz Moroz, P.E. and Henry Hattem. P.E. and Report No. 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Julio E. Gonzalez. P.E. Tensile test report No 9CiVI.198 by QC Metallurgical. Inc., dated March 13, 2009. signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Test as per QC Metallurgical Report No. 1 OKM-1318, dated December 1, 2010 signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. 2.3. STRUCTURAL 15RGiNEERING CALCULATIONS; On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rationai and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 12/18/10 and 08/27/13 (for this revision), signed and sealed by Walter A. Tillit, Jr., P-E. 3_MISSILE IMPACT RESISTANCE: Large missile impact under section 1609.1,2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4.. WIND LOADS RE I T NCE 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3. 9, 10, 11. 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20.175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 11, 13 thru 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 24 Gage Galvanized Steal Storm Panel has been verified for code compliance to 'work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. I.-, T��167 -o STATE OF .* � 190 - '(DRI04` kL`: ;, ... .. . �� I--' %:1"IN6N at_ EF?,", W;it]11RWIlA]%)r11AIN . 'e • / r 5. INSTAA-L ATION:. Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 15. 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General :Notes and Components indicated on sheet 1 and 2 of 18, of Product Evaluation Document (P,E.D.), drawing No. 20-175. Anchor specifications shall be as indicated on sheet 1 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175- 7. LIMITATIONS AND_C_QNDITICiNS OF USE: 7.1 Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 prepared by Tilteco, Inc_ and signed and sealed by Waller A. Tillit, Jr., P.E. T2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code, 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr„ P.E. (Florida License No, 44167), President ofTifteco, Inc. (Florida CA-0006719). ,'��' .�CENS�''��P` = Hf;c �a7-67 *_ * . T� WATTLL _ S�gT.r^ '- D:r TIL DECO ADtAOId RECORDS 1 P E, REPDRT.20 L OLT2LSAL. !�-0{#G)?P, P&CIr3U 5 L��,$iaAOE GALVANIZED STEFL STORM PANEL \ DRWG #20-1751 REPORT#20-0727.!; CCJJ,/, . ///"'I ORi ,,' ,` I 1/4, 2/4, 3/4. 4/4, 5/5, 7/5, rW/t0. 2W/10, 3w/10, 411 Tor 6/5 5W/10, 6W/11 & 7W/11 ]' A1AX.,-_LL___ _ ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS 8 @ 9 ,_.__. 3. li 1' MIN FOR WOOD SEE SECTIONS ON SHEETS 10 @ 11 I. µMA. �- O O -_o O -_ _ _ _ 1 _ __ _1__T-_-,__T- -. O.M.,, (�, ®+ (, r -; 1 r T -T- T -r ( i 4 3 ®+®.� I - 1 1i I, I I I I I f 11 { i I ED I - Y .xfr'--�� i I I -1 n _}I_ - 1 -� I 1 f t1 I __ , I t I "I i j t - I. BOLTED aAAF16 w t b-70.1` , / / ED PANELS 'UNBDL I - .S. N.S. ISQLr W 7 8' . 3 3T i 1 I ° SECTIONS AS I 11 (SEE 5E N I W,. GNUTS o EA. OVERLAP i APPLM•ABLE) I i( I t! '(SEE SECTIONS A$ MPLKABLE) u #. f I I 1 1 W f F 1 - 1 _. _. -. -. ' I I -]J ____[T_ [ --I- ­ ,-]_- i ! ' i CC I l Y''' I i i r , D.M..®. 4 2 �Q I � � u, o� nb'r � o f jj i 1 vD i' wN ` T 1/4. 2/4. 3/4. 4/4 5/5, 7/5. 1 - 3- M"� - iW/10, 2w/10, 3W/10. 4W/10, �'- s/5 5W/10, 61i & 7W/11 I _ _ ANCHORS FOR CONCRETE SEE SCHEDULE ON SHEETS a AT9 _ - FOP WCGO SEE SECTIONS ON SHEETS TO A Tt REGUL R STORM PANELS 1 & 7A ELEVATION ,T� 2 67' J LIE, GAP x (IOW oVICTi -1 WHOE -i I r cv. ` , -_-_.-_ _-.-I �__� _ _ - _1 _ ..-.__ _ r/4. ` , ,c,,NtH1LI µl N MAX. GAP I III: `,I"I, ik A• {q'-ry.' IN AI i - 1 ) £�� •.•• EN '• ?} '+ FLORIDA BUILDING CODE (I h Velocil Hurricane Zone �/ a ; , cTm9 TATLN. Nc FP t NO 44167 % 20 GAGE GALVANIZED STEEL STORM PANEL �„I BY SECTION A -A *'. , yr = ,---_-_-------------. _ �_ „/EvJ m •, I s : •.,'., ATE �-._ Q -`'' --, E C GLOBAL PROTECTION PRODUCTS, LLC. 6ATC r*I / 0 IN[. .RID Si 6, STRIM 9p'•• (J(jtj''•._;�,r``y :.,, '' IRS �T� c ! ErwIM ,EER1No coMPAeY a'^E '1' SS] 20-176 '%NEEDS `lY � _ Re ,..,. ITw r : 4lrAA'i+°'.".T" P,iNr:. <M.)e'r-7a1, rA (66.�eV-enl vNei �. q S 1cAt`, , c. aPoeT R 'NH , Hl(1� I./N4TMT.AI WWOR i A -•I..[ - - uN 9WEF 3 M INSTALLATION_ DETAILS EQRNREGu►AR PANELS �1___�E INTO EXISTING POURED CONCRETE OR_CONCRETE BLOCK STRUCTURES _ _ ANCHORS FOR CONCRETE SEE SCHIEOLRE ON SHEET 9 _ FOUR CONCRETE POURED CONCRETE POURED CONCRETE -- FOR WOOD, SET SECTIONS ON SWEET 12 OR CONCRETE BLOCK OR CONCRETE BLOCK OR CONC14VE KOCX 3' MP.. 2-67' 3' MOM.. RfOUIRE4 CpCRrfE AC,XP_- REOURLED GrANCHORS REQUIRED GOrC AAKrgRS _ '" tl(AN QhBA° _el .WIKLE VALLE, a Ny7 I' M- _ (SEE SCWITI OIs" SCHEDULE - (StE SCHGEON 0.K > it =Tn a SrA sI sHrrT 4) LO _ 0 i ­F I I I I 1--] - I I 1 I! • I :! - 1 I I. 1. ij . E - -i f , , H - i I I 502 } I I OF*L f D I E D i ,rA i :. is � t. .._ , _._, _ ... ! ) ZUr� T I I i '5 BOLTS WJ ,I. 1- ...-- I i 2D 7JeY . 3/lr WRW NUT i MR' _' �A� I-.-M �;M,, 1W ,..3A,i� �+ • --,T' ���� 9� ,- (� YM•' . I SialOU.E . I X" h .� TWI g t(� I j I' i I �� 1 .4 i I a $e1 LP61 I sex n £: I W I "a n G I i .. 'I - 3 I I . 1 1 yL . I - 3 1 + I I 50S . V � � � ., 6 D : -I A PI f I ]"ll Iof •L_Tl/AY-1Wt'--'4�i ),ICY -POT i ' t '}H'i1/.*. TIN,' 1 I V ST- BTKTa W/ ;aa. @O . WJ ". ''• a1 BATS rJ• - W�+I SAXI7" tAiT]�3 EA[N * . _{41Kit' O iuT Ill ' i a X 17Ja"A . 311T' _ II - - . � !)I I II ; I0~ x ; 'oraw f G,31 _ I n i 1 I 1 i i s pp , i I N r _ y 1 P.,i i I _�.e._.__s._- _ , (-TYa931L DfO L' OLAcr-I ia9' I OF i` m -! 50; - ]' Ma.. p.Y., t�i 1 oR ® }Fp MIF/O i" M«,. I.i iGHNT ��`� M" OF 'L' I* Mrn - ' �' .. 3'. MAX I -,: t V ) - MAX ANCHORS-. FOR CONCRETE SEE SCNE'DUIE ON SHEET 9 E , [ , ra< FOR WOOD SEE SECTIONS ON SHEET TY trrro-w/aT- '•'I"` Ir Lx9 E D. En gf�ULAR _a10AV PANEL tY tCit, ELEVATION ST R • t T 1 I .. 1 A' MAX GAP 1 L-C-" T E :Y / T * , , i I T-"' ,..SOD" , : 67' ... 1��, , 1'4'0-20.3/4' SS, BUT --. 1___' dMN O+ERsV'•--_MiXE MV1EY1 w/ 7/a'N3/32" WING NUT ,_ _ _ ._ _ - _ ,� _ O 12 1/Y O.L. CONCRETE ANCHORS •'l_.'' � \....%/ � � > L,,.t - �- '4.7 - (SEE SCHEDULE ON CONCRETE WICHOPS SIAGGERED _ ( CONCRETEscr , Si I) T J`A' MAX- EDULE ON P j, W/ STUO (SEE SLH'i ON �N SHEET S) �1 0) eacRm GeNC�E as SECTION A_- (TY J POURED CONCRETE OR - -..- � RFOUALD CI)BLOCX ?{ALE 3/32 -I' _CC kC%H E i PEJ w.c1 REZIATEn DIRECT AND . WALL__MQV_N LN9 121REcT . AND W91L._letQ4NIlNQ DIRECT MQ_U_ 9 iNSTALLATlQM LIMALLATION INSTALLATION ATION SECTIob__@ Si4N_ 9 1"T ID-R- 1Q ,.a A II I" tt /l r"''•, + P��kP . y�; •" ENS ' :✓, ' FLORIDA BUILDING CODE (High Velocity Hurricane Zon N4IE FOR COMBIpVgIQp{ OF 5f[t1ONS: _ NO 44167 - P7- ,ITEM -C. 20 GAGE GALVAN13ED STEEL STGRM PANEL Ofli ar EO. -EDGE DISTANCE (SEE SCHEDULE ON TOP h BOTTOM MOUNTINGS CAN BT = W �. * :.._ �. S 0''-_-"" it'. ' - \ \ GLOBAL PROTECTION PRODUCTS, U.C.IMIE ' O m/a/me SHEET ffi) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. �` '^' ro�f.s� G,(: ,•. RID {. ,. 4L+ .• ., 1 j •, INc,� MCC S.. 51 STREET ruff rEi-n A E mNTu`aric cowANY D"°+F• FL.3331.20-t76 n+nPc n THM RCN{.: tlb4Mee-73ta, I. (9a.)MN-a7a1 1. t� , S1 IVAc-sAAur*- - 1'''AN",A JK/310NATUNE/ATE N-. (PP •1v 1AF o -m• CA-P li 4. .rWW w iA .11M Mori w IIENMIW WKTTA A TILT 4r.FLORIC.5E] _FIC_ sNEet. 0 7 -4-.,A O O U) M O O }, U O L O O Q a) a) = (D =3 -0 IM U O Ca N C O O E. L a) 3t co O O -0 M LL A O M -N O L Q _ C— im -0 ._ M C/) - Q Q Z Z W J C, C E C a Ili " , - �= 11 .. 4: T W M a L I=, a y •- n O d i i ED r� CV _ X c u a f 3 C A.. ..o N r- O R7 N Y CD E H--•• C O .=-- -C I CS M 3 t� d m ,a > �_)a3 C cm W .� ; " 1 ,-C C E ro In C1_ U CD J LLI Q Z Z Q J n_ (^3-0 C_ U) 0 L 0- _+_0 O 0- CIO W SHEET NO. SH 1.0, Moo WALL AND FLOOR MOUNTING INSTALLATION FOR F. SPLIT PANNEL5 7 , - rFaL i ,W "._1TT-T '�Tv aan*oYt T� t 1 L L.AI,TJ T i r, ! NAAAIpt ) + n) ulrr 1M•o0 a `' 1• a WALE • eLMool y _ I/r cis I ®' f+1BlE pOioAnn, 6Y• IAA IMTDN ,no x) s/le'• TMmt a , APPUi• 4• 1 [R o, 4RDut \ •. rE 4 Da PLNmnM G•mAne�'nY I MIN ILI IS" SECT J S JIM w1 rSC•r��� � SCALE: t.`4 1' t IIMM 1wNEL '-r s.Ar: - ' ..�N } eoa7rt .ua, o .San P.N_ -Txs w i cscNwAt 1Na s,wtn 1 /r--iT enn TAx6N irPc rl$, 3 PLOT, ft,KoX oaNDeR moor R•d ' "•w _. .� _ 1 r+NEL wro -o' MH ONCE (]T �a1�'Ne"116wft A OOMN PreSIWAf M,ra w1 oP n2o PPr ---- - ; LMU 7w wQt•N'4 x a M Y�� .yi C2 ()IP TOPTOP 2' • eNWrote Nn® - - �n• 'I MMUDJ Pvv,. (S¢ Rn+LION T ELEVATION SECTION Y-Y uu -SPLIT STORM PANEL ELEVATION SCALE t/4"-,- DETAIL2 SCALE 1/4'`t• Pwnx eel SCALE I/Lf'.1 CDC[ Or Yi��L c""mm"'Abo MULLION SCHEDULE Comm ATKnms � 13 i `-gym scHmut P -4. 1r 1YIeL -lf � OFn0[¢x ]P 6v 6[ RM N wa WPIOWL r�-� RF ucrnH ,. 1... w 114tTs e 4 N _!_ �ii MR, ,AM. wUUjGN RECKAR D MITI. SPAN in • TUBE MULLION •• 2'. 3'. 1/8' > a'-6' To 5'-a- 2• . 4• . 1/9- > 5'-e• To 6'-,o' 2*. 5' A 1/8'. 2'. 4• . 1 IV > To EI 2' . 6'. 1/6' • SPANS vALgJ 1-DR AS.D. 061GN PRESSWF RATING UP TO aI6�DF'p3 R . -72 D pe T •• AIR `SfQRNaMF �IDM,59V�L,. BE oRY:'v'Eo SECTION 1 MGTH SCALE 3/R-1• NOTE. MII CAN AL50 BE INSTALLED W/o STORM PANELS ON TOP OR BOTTOM SO TWAT IT LOCATED Al TOP OR BOTTOM Or OPENING (ONE PANEL OPENING W/ TUBE TOP a BOTTOM) BUILD-OWLAQt yjMQt1NT1( GNTIRGG ItWALi ADQNLiATION=eLIE$NAIIY� 1\S S�1,Ln11HHNN1IN�' _ No.44167 FLORIDA BUILDING CODE (High Velocity Hurricane Zc , '9�•F''' �IKO0 RnOD WE 20 GAGE GALVANIZED STEEL STORM PANEL ;,,_ .'pLORID►' :'���.•� -�hf1S •..... :tCsS YA w I� L EE C O INC. \ GLOBAL PROTECTION PRODUCTS. LLC. m/slmw DAME yap sw. s, sTRa, nu Co WANT . XrN RY Xr LWMMnee,A.-M s -I nl nDo ti ("a SH-.RAM CA-0006TI9 YaLTLT A TIN Jr., PL 20-176 '/ Y •+"*✓ r i PNOc (lii.)lie-iMi. FAIL (-Hes-w7e7 _ P$xAL/L0H4TLME/oLR L W TT-TD 6N[E, , fN 70 ROmOa ur 41a] INSTALLATION DETAILS FOR REGULAR PANELS 1 & to INTO EXISTING WOOD STRUCTURES + I�.) ;/ M :. T,�Ma°rwm ie°4irwl - � ,/r. TJA sPw.r • r os .r _ I /r tw nrMDm Apr1wMAI 1 v'L1WW.am HMPeR - .r DlDmea +om AaI 1-Ji i pI Pa* i ' 1 eN SOCIAL�I ¢Y Istnlnu±oi d I a CAW � 1 WALL MOUNTING $I 1NSTAL�OOLERNATIVE3WW I{ ' n• ,w iwrom _ _l IN4WDtn IX NAK WALL MOUNTING INSTALLATION - ALTERNATIVE 2W Hull : 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A S.Il DESIGN LOADS UP TO +55.5. -72.0 p.91. AND PANEL'S LENGTH UP TO 8•-8' 2. F;)R NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN F"vE NO, 2, W/ SPECIFIC DENSITY OF 0,55 OR EOUAL NOTE FOR COMBN&WN OF SECTIONS: TOP k BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION, vGENS ' No. 14167 St TE OF.' G F1 R1DII,, .CLOP n i a R.m / i �u , iiio�.�Dlmy..Yi Puc sNo, +L.WF •I I E I a WKXT M MOM L fi I I �' •Pao r•Nq •ram I �pMPIOIrI + ( I! m e �•P" W y ,• aA6e J L• P - CEILING & FLOOR MOUNTING WALL ELOOR MOUNTING INSTALLATION - LLTERNATIVE dW (SECTION AT TOP IS LIMITED TO .555-67.p MAX. Nt jNSTALIATIONS -ALTERNATIVE 5W { SCALE '/4' , A.S.D. DESIGN PRESSURE RATING) SCALE: 1/4• - I' i tveH �. I b MALE- .,LPQ FLOOR MOUNTING INSTALLATION - SECTION 4AW SCALE 1. 1" • 20 GAGE GALVANIZED STEEL STORY PANEL,PP,'IW O (L EI C O L Nc GLOBAL PROTECTION PRODUCTS, LLC. O'n DA E 4!m SW 51 S1REIT N T%%TNp a OW,-I4IXQRpN) COWANf mMt. R 1731 O M . w m NWMs R JNM PHONE,tes•Xes-».s FAX fes.>6eP-476] 20-176 u-cooe: tP OWAKNO NI eIIM _ CONCRETE ANCNDRS CONERE,E ANCND" 1. COMTIETE ANCHORS: SEE SC EDAF ON SHEFT I4 (SEE sC.EDULE OM (SEE SCHEDULE ON a FDA WOOD SCREW SEE SECTION SHEET 15 • 5HER 14)� SNEr ) -3'- 1. 2 at iW/1S - - J POURED coNDREE - �•,� 1IN,.. 1/4, 2/4. 2A,/4. 3/4 (R 4/4 1, 2 AL iW/1$ p _ 1• wn RE«A Sot, f ( KOLNm 1- ,� : r �D e--� �..�1-1T1T1. .l_.TT 1T1-i -1 - PION (11lrLUrDR (wTBROR vN(13 (IMEROR. PVRL) 1M0 PA7WM. �. I SWEET 14TO QA "ION ;FOPSHEET TDN , ) TO GU`sS 'WNC•°'M11T : LVCPr b I ' ;W+Gh'N,1O72' � - - stw • u •/r oc11 r1.1L4L'IN•E t 4 hi' INDI•EasJ5/�MW/ SPRDNLnS 53. uN AU 1 O WI SPEF�MYLS(SEE rtn 1/14)!TO �ia +/x'o,c r MAW. (CASEII)a 1n oA_1 -' -r -- _ _ ._ _ _ __. - hi -Ed I (SCE OE7 Y/T4 I W TEAwTE LOCO" _ I (DDETAIS 11/11 ! -� 1 k 7/14) i • ,TON � '=' I �� /v ) I 1 9 E' AD PANELS) OEiMs 1/T. 1 ((s¢I14) POURED cb,CI'm h OR s W REOLARED 14, 2/4, 2A/4, 3/4 C R 4/4 1. 2 h 1W/15 1, Z k 1W/15 t + AtTERMOCATION • ON TREE 5'EIFELi PANEL (( j ARL4 w/Nr _ E SAFr-r F•AHE.`_ LOCATION OF LIFE (SEE NOTE ISELIN) I rCL_=-L - - I. REG" PANELS W/ OR -- SAFETY PAIIEL ..-- _ - 3 I J • qi COME ANCHORS - .cw': LAST PANEL TD Of INSTALLED AS LIFE SAFE, 51()��RM W `5E SC"FD AE °" pD'N�1 « WAS OPTION J. 1 FOR LIF SAFET TORM W/LREO� -I SHEET 1 PpuR[p Cf]nCRm --' / - (AX CONDITION) -II---- TO FACILITATE INSTALLATION IF MENDED EMI. RCWWlO OR REMOrID FROM INSIDE PANEL,. 1',� TO BE MISTALUSTRUCTURE (SET SCE E)TN� ''•� s�Er ,4I---to--- F- ELEVATION Try _WALL MOUNTING 7N T LATION WALL AND FLOOR MOUNTING INSTALLATION SCALE 33/32*-1' -._SECTIQN_J SCALE 3/6- - I• - SECTION 2 SCALE 3/8" . 1 y�1/4• Y. OAP 0®c•Y NUT..'S t_kEEj56E1:'.t.STOB1iPAIE..S-STEM 1142AUA1t:;N.: 1 I LIFE SAFELY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) 1• OR AS AN INTERIOR PANEL. (AM' PANEL LOCATION IN BETWEEN END PANELS). V LAt .T[RIOR PANELS B ttALRR1Ptt LOFJLIMIY iFi nD1E 1) LIFE SAFTiY PANELS MAY OR MAY NOT BE INSTALLED ADJACENT TO REGULAR PANELS Fi ErIO PANC13 (W/ DR W/0 REGULAR TRACKS.) SEE NOT, I) 2. LIFE SAFELY STORM PANEL CONSISTS OF 0.039" GALVANIZED STEEL STORM PANEL AS SECTION B-B PER COMPONPR , SHEET 2 OF pRAWIND SCALE 3/32•-T' THIS PANEL ALLOWS ITSELF TO BE REMOVED OR INSTALLED FROM THE NS13E OF STRUCTURE. J LIFE SAFETY P REOLRRES TOP TRACK TO BE COMPONENT®& BOTTOM TRACK Do a,"LL•P�ITILL/i$0 BE COMPONE AS PEP SHEET 2 OF Hts DRAWING. `;.`F1,Q`•,..•••.��T✓!y EDP♦,; .• •. 'T COMPONENT �' Y BE INSTALLED WALL OR FLOOR MOUNTED Fo:10WTNC SECI t EN L. 2 ON H6 SHEET. AS WELL AS DETALlS 1 t 2 ON SHEET la. `, •lF �q1 . ��G FLORIDA BUILDING CODE (N! h Velocity Nu come Zane' MY,. LENGTH FOR COMPONENT ® 15 1$' •(* Mo. ANCHOP SPACING FOR COMPONENT 0ANCHORAGE AT BOTTOM IS GRAN ON - µLA' Room t4tTty •X rP :• A 20 GAGE GALVANIZED STEEL STORM PANEL SCHEDULES , k 2 SHEET 14 * ;� i y e• COMPONENT MAY BE PERMANENT OR REMOVABLE. ATE -- GLOBAL PROTECTION PRODUCTS, LLC. p1 �D'° 3 SEE DETAILS FOR INSTALLATION INTO WOOD FRAME BUILDINGS ON SNEE' 15. 4:g9OF ,� iL E C O L. 51 stow ff SEE SMELT ♦ TORE b£TAA. APPLICABLE 10 THE NECESSOY FOR THE INSTALLATION OF iyrF NITTK.t `t�ESTINo� END[RRIo coMrN+T o"rnc• rl aaI'1. SS ON A i P 20- 1 76 R{,A`S PONE (")M-n4S, FAY: fls+Nw-eA) SPACERS AT TRACKS INSTALLED ADJACENT AND BEYoNO TO STUCCO - SN•W r- c.WNNA /WGD'u BANDS. A"hN TIN, WL515 +.. 1Wl ,N )4O-,4H" 3RMN0 Nu E SA./S°NA_/Mn a-000r FIW�AWI MIF wrLor A TILER A. It 41. ,I-w ' ' - w.n la or 24 MAXIMUM__,A S Q_fi.I SISAN PRESSURE RATING (p.s.f.) AND _CQRRESPOND NG MAXIMUM PANEL LENGTH "L" SCHEDULE NALEO ONLY FOR PANfLS(III A,6A RETALIATIONS AS WR SFCi1ON5 1 TMu in. ON - A A a 91 � AID, (ATNG 1,1 W.- PANEL )UNOTH feats") . �,A, "'PAYTO TO CLASS PAWL CONDITION ULE 121.911"Is It a TIEI, .55.0, -72-0 r-S• OR LISS 2 1/r , umwno , THRU 5 a , .35-% -n-o >r-51 TO r-e* I%. 2 3/+' NOBLttD , nnu 5 a 7 .55.0. -no >r-r To 11•-2• KILL. x //x• (° ,LT OVERLAP••' N 6 12-- OR urss S ,/2• I• • M a' 9 a He • BBLTED W/ 1/4Y-201• SS. MS AT WNW AT 0~ a YKKIVICTN OF PANEL ►y XIMUM A.S.D. DESIGN PRESSURE RATING .s.f.\ AND CORRESPOND.M__t3AX�M__ANC_HQF3 SPACING SCHEDULE FOR REGULAR STORM PANEI�S�j : Ac 1A' INTAL�TjQ[{$ INTO EXISTING CONCRETE & CONCRETE BLOCK STRUCIUR)e.S iYAUD ONLY FOR PANELS MA QRbTALLATIONS AS PER SECTIONS I THRIU 7. ON SNEFTS 4 a 51 MAFRMJM AS.D. DISON PRESSURE RATNC (I-,) NeueM R6 MIOf0SPVCM FOR ED, - 3 I,r « APPLUGIBLI TC SECTIONS I R NA..AJY PANEL AM CgN9NAt0,. iEM1rTH 'L' (N.) Or INN TAPOIN Cr TAP-CRO CALK-N PNELMTE FEMI O IMNpR WFE U° TO 1:fl1,DRET[ CO�iO N]E TO CONCR[TC I [O1E 10 CONCgfTC E'ONfAEEE PLOCK 10 CONCRETE CollinTO CONCRETETE r M/A M/A NIA 6' N/A • FI/ (TOP) - 6' S' N/A R/A r Ir r r a' If. 1 (BOTTOM) r WA N/A R/A e• N/A A. M/A or N/A 2 IMP) r N/A NIA NIA a MI. 5• WA 3' N/. 2 (BOTTOM) •563. -12a r WA WA M/A °' NIA a' N/A 61 N/A 3 e • (TM) •; 7'-5' OP tE55 o, LESS 6 5' WA N/A d' 6" IF 6' 6' a femroM) 6• N/A WA NIA 6' N/A e• WA 6• N/A 7 (TOP) 1 d' S' N/A N/A Ir 6' 8' 6' r 6" 4 4' 7 (BOTTOM) It 1/2• B 1/.. 17 lf2' a 1/i' 6 I/.• 6 1/a' 6 1/•' a 1/4• 5 (TOP/BoTTOM) I SEE SHEE13 ,7 M I' F91M ANC.On TT IC A SPACPW FOR wN.,A,cNS To WOOD ,TINE 11042.4 MNMVY N " SPACINGS AND L04YUY EDGE DSTAW_E A4r INDICATED ON I- WHEDULL FOR EA LEIS THAN M1WDlFE1L ON SCI-ILE REDUCE ANO,OR SPACNO °, II L"L• SPACNG PORN ON SCNCO'LE IT THE FOUDTWIC FACTORS Fp iM OPEM10rN TO H PDS&SI REDUCED SPTCM7 OBTNNED WINO FACTOR --NOW- MNWW SP.LYA MiYVi40 FOR EA2W A1.[MOR TYPE AT AIC,DR3 L[6CND. r1OgR TYPE ,/•-. TPR/A „P. 61M.-wsftenelm, 1/a9 1/4. PAID I,a•._ dLA-„ Ile. EDID.e[, - AM- 11 ION (r) 3 ] 1 3 t +R ' 3 A.IR 6Y em Doom R1CIN1 SGL•9MMNIRJDAR FLORIDA BUILDING CODE (High Velocity Hurricane Zone W= nIM' WO- 20 GAGE GALVANIZED STEEL STORM PANEL It I PAL: K, L ECOtN� GLOBAL PROTECTION PRODUCTS. LLC. DAn .cop S.R. 51 STI. MO a [1WrWCR1MG COMPANY DAY. R AJ+• 20- t 76 aA3 r wDNE IwHse-Tsa. rAX: i6s.1e66-6m ATee A. Tw .. RX,- TY'RS ck Ni6] SEW • i �- r P Y oewwx N. wEtT ! O 26 yr ID.. 5/0' LONG ERASE atmoc W/ INSTALLATION DETAILS FOR REGULAR PANELS_1 _.& lA 1/4••-LEND I3 T . ° "'• °` FOR PARER 1D r-0• AAO i/f' D.C. INTO EXISTING WOOD STRUCTURES CONS W FOR f '. W 10 r-0• AN•. DR MAZE F PAME2LWTE FEMALE to OR Pne7.lwtt .ws a 12 1 r 0. C. WON 1 1/2' W. THREADED y; , ♦_ - -.. .* --- - TION IT, HEADER FOR ALL LFMGD S up ,�.- 6'-6' Yp• / ,/�/y2 N�rP. TNIK Kc" PINE, f ' wOOo HEMNW. ; I 1 f E0, al� , d To - I I I k' j I wm „tADo, AEO,ARIED I 1 - w'�wWDN MOOD L°)w M ( t ' ALTERNATIVE i W ALTERNATIVE 2W YULE 3/0=1• $CAL£ 3/a-,' 1 SEE SCHEDULE 0H SHED 6 1 f -u, I WE HEDULE DIM S.EET a 1 - 'ScOR Wn %T MM. , 1 p to CLASS I MR M WAIVIN. I , All • 1 (M(Ira�i r I fo aAms I 7" , o.c E0 EC, I E0� � - � _ i I TO, CO. �� - T I EOI ECI i G 1 I O I =rtY ) 1f2. .Ep1e�,./ �qR waaEn 1/.' LD.. 5/8' LOW BRASS BUSHK 1 W/ 1/4'0-201 SS, M3 • a 1/.. CC � R 7/a'•3/37� ,� • Y Ok MOOD A rz -��- AL°L•RQ ___... FM Rwa Lrw a o to 5'-D' AND a i YM• PLAn I/A• oc top LDROr16 LP TO a•-s• OR 016-10 PANELJprt FEKA E 0 Or 1 REaRm ! rAhaeatt PLUS • 12 1/1- o c Nrtr 1 1/.•. Lk xvWs • r o ALTERNATIVE 3W ALTE-RNAT,I'VE. SE W t{ I 1/2 DWDnaM OF EXISTING WOOD PLATE tOM 1 Mr• M OF PAR SCALE J/B.,• NL lDa,1r5 LP TO e'-r Ltm 1! ALTERNATIVE._LvQ.Q��RAME CONDITIONS ANCHOR LOCATIONS QIREQT_ MOUNING T_ Jl_$_T.ALLFTIQN BUILD -OUT MOUNTING INSTALLATJQN NOTE SHUTTER TRACKS NOT S40MJ Port Cuam ALTERNATIVE W ALTERNATIVE 7W STALE 3/5-,' SCALE 3/e-J p. L �''y 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D DESIGN LOADS+V�Q'•••••••C/l✓% '• UP TO +55.5, -72.0 PSF AND PANEL'S LENGTH UP TO 6'-8' ?�GENSf FLORIDA BUILDING CODE High Velocity Xurricone Iona) 2. FOR NEW WOOD FRAME CONSTRUCTION. WOOD MEMBERS TO BE SOUTHERN "N0 n'' ''� PINE No. 2. w/ SPEcinc DENSITY OF D.55 OR FOUAL. _ :• %0. 20 GAGE GALVANIZED STEEL STORM PANELerNOTE FQR COMBINATION OF SECTIONS ? •O.ST-.. F.-A. /GLOBAL E� \rOtBEc.ym PROTECTKNI PRODUCTS, t.LC.TL sR. 5, °TRH]TOP k BOTTOM MOUNTINGS CAH BE IN ANY WAY TO SUIT ANY yF••.-w yA ts$T nu� 1srlymF deteoLVANrDAMN. ,,,-, �,'n,-, a,I.,or eroe n.INSTALLATION fe6.)ew-]sy, rwX. (6s.)ep-.a,6r 20-176 ti 3A1.COMBINED 1jh111,GurIAE/a4rt MOM. A�'W PE _ Ol.s4C We R :A Uc «1eT low" DF Is END STUDS 0 EVERY (,2 1/OV OAP , TO HOLD PANEL 1 1 0�011- _ Y (NT5) tI•' SEE SEE a4TER10R PANEL END PANEL _ SCHEDULE /1 SCItwu IIIL - OR 7 3' FOR __ FOAL w.. 3' OR OBLECI MOUNT SPACING ANCHOR SPACING SPACING C-3• Lan DETAIL 1 WALL MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 1 ) SCALE. 3/16- - I- MAXIL,LUM_ A.S.D, DESIGN PRESSURE RATING .s.f,) Ab Q QORRESPQNDING MAXIMUM A_N-TOR SPACING.-CHEDULE AT 8 FOR INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STR-_U1jUE$ SCHrO=-IL'._ _Z%L' WALL. #_1_LPP__ - 3 1i2' STUDS 0 OVER (12 1/Y 0. TO ELIDED PAPS 5/6• M.. (EASE O Z. WTI. (CASE e) _ ASo PRESS:.NE MT.4 'P..! MPOON O w-GAP GWe-N UVKLWT FOwF 0 nMELIAATL PAR APPXCOMITI 3ECnON! i I:OIA3IN�T101 • OF THEM W1tIYW PI7NEL LLIIDIII 1' (il7 TO CONCRETE 6LDC. TO COIRG[TF CONCRETE BLOcn TO CO,NCAEtt co"Clem BLOCK To to NNOE,F BLOCY TO Co/KRETF COTN i lT[ BLOCK 6' N/A N/A I N/A 6' NIA 6' N/A 6' N/A 1 k 2 (TOP) .SSD, -12.0 9' e' 9' 9' 9' 9' 9' B' St. 9' 1 (BOTTOM) 5'-D• OR tFSS 6' N/A NIA NfA 6' N/A. B' N/A G' N/A TOP) 1 11 2 IA -72.0 9' S' 9' 6' 9' 7 1/2' 9' 9' 9' 9' 1 (BOTTOM) S'-C" TO 7•-6' +55.0 -72-D 8' N/A N/A N/A 6' N/A 6' N/A 6' N/A 1 t 2 (TOP) iD 9' 4' q• 8• 9' 6' a' 6` 8' 6' , (BOTTOM) ,T-6' 200s.'i` + 2 I1%IN/.-F'L-OOM MQI&R CONDITIONS LAOPAA, ASD oc5 PRE59,BE IIAlyIC .r •. I (SRO • 5/r W rem TOP LB 464 CASE I MUD IT r WTI IIOM ,DR OF AMBLE) APPLICABLE To SECTIONS / t CoMWINATio OF HEM MWWUM PANEL, LENGTH 'L' (ft) TAPCON - - ro iC .492 -6t.5 3• 3• 4 1/2- 4 1/2' 2 (BOTTOM) T'-V OR LESS .52.E -66.0 3' 3' A• 4' 2 (BOTTOM) 7'-6' OR LESS a5S-0 -72.0 2 1/2- 2 1/2' 4' - 3 1/2' 2 (BOTTOM) 7'-G' OR LESS -55.0 -7ZO 2 1/2- 2 1/2• N/A N/A 2 (BOTTOM) 7'-6' TO B'-0' +Mo -72.0 NIA NIA 3' r T 2 (BOTTOM) 7-6' TO 8'-d' ALTERNATE /� � I/4• SEE i.' SEE '--WERIOR PANEL -END PANEL Ew W Lj h--'' SCHEDULE {' SCHEDULE ``/ J" /2 FOR 12 FOR 3' LIMA ANCHOR Ma. ANCHOR SPACING SPACING __-- 1 -3 Min -_.,. DETAIL 2 fLQQR MOUNTING INSTALLATION (APPLICABLE LQ_5CHED_VU_1) SCALE: 3/+e' - I' MAXIMUM A.S.D. DE51GN PRESSURE RATING (p.s.f.) AND CORRESP02NQ MAXIMUM PANEL LENGTH "L" SCHEDULE ;APpyLGlJtLE.•x+Lr TO SECTIONS lt��:(En _Fr::.�C SPfL`.SSiBM..P:V1:. iYS�AL9ILS1ff['1 131. WJMM A1II p0•r rN ,A1[l IDIOM ,'j•NN0 IW • (�j IOC io aIAN coNornP•, .56II. -riD W-r t 3N' wB0.1c; SET SLEET 15 FOR ANCHORS TYPE a SPACING MR MWNA T0.0 •PLO WOOD ERNE &NDMG WNW ANCHOR SPACNGS AND MI MUY EDGE ['STANCE ARE LNOKA10 oN " SO Dlu IDR ED LESS THAN NDICATED ON 50EDLU REDUCE NNCHgt SPnCNG BF wuFPLTIW WIC ND SHOWN ON SCIEDAI By THE FOUDRNG FAVORS MR THIS OPERATION TO BE POSST.L PED000D SPKR4G ORTAIED USMC FACTOR 914E NOT BE LESS r wNAIMIM SPACTML MOCAED FOR EACH ANCHGe TYPE AT ANCHORS IE.END. 1/4'. 1/41. 1/4. 1J•1 ,p•R NMeO10R IK[ TAPG _ 4 TM-6WP PNWW0 PAXOAS 6Wa-M ANCHRI, MAACAU i+.! 3 3 3 3 2 'It •Del1r1ANW 0.) 3 3 J 3 3 R.M Aa.0 4„nPNM •NM 6W J 3 3 IRE 3 F/2 AK [•. Q0i AMQ) 3NTNR 3• - Im 43 u No. 44167 S*; tom. • IG(D.s.f.}-ANa__QRRESPO_NIQING_MAXI_ly_VP_ ANCHOR IR STORM PANELS ;- dE-1+�INSTALLATIONS A CONCRETE BLOCK STRUCTURES DONS AS PER SECTIONS I THRU 10, ON SHEETS 4, 5 k 6) FOR EL. - 3 //2' - APPl1C.IalE To SECTIONS p a AM• COY61 lm or THEM -M_ FJ.Nt. LENc1N 1' (I., ANEUAATE PEMNE 0 PAIELIMTE PLUS IDUo SET 'O 4mm To OONMM BLOCK To CONCRETE TO CONCRETE BLOC. TO COIa%RCTIE TO C011L11L1[ 6L00r 6' N/A K N/A N/A N/A I (Top) 6' 6' 6' a• N/A N/A (BOTTOM) 6' N/A 6' I N/A N/A N/A 2 (TOP) 5' i N/A 5' N/A NIA N/A 2 (BOTTOM) 6' N/A 8• NIA NIA N/A 3 k 4 (TOP) >T-S' TO 5-a' 6' 6' 8' 6' N/A N/A 3 (BOTTOM) r N/A 6' N/A N/A N/A 7 (TOP) 6' 6' 6' 6• N/A N/A 4 k 7 (BOTTOM) 1/4' 1 6 1/4- 6 1/4- 6 1/4- N/A N/A S (iOP/BOTTOY) 1/4' 6 1/4- 6 1/4- 6 1/A- h/A N/A 6 (TOP/BOTTOM) 8'-r TO IV-2- 1/4• 6 1/4- 6 1/4• 6 1/4- N/A N/A 6 (TOP/BOTTOM) '-6' TO 1V-2' 1/A N/A 6 1/4' 1 6 1/4- 6 1/4- 6 1/4- 8. 9, t0 (TOP) ,/A N/A 6' 6' 6 1/4' 6 1/4' 8 (BOTTOM) L/A N/A a• 6• 6 1/4- 6 1/4' 9 (BOTTOM) 12'-4'OR LF5$ I/A N/A 6 1/4- I 6 1/4' 1 6 1/4- 6 1/4' 1 10 (BOTTOM) :. �\DENSE :✓ps: No. 44167 c TA f0 SENJSONATMEI'MTE FLORIDA BUILDING CODE (High Velocity NIII cons one °'m° nTBro' INc 20 GAGE GALVANIZED STEEL STORM PANEL onIIP RW: G GLOBAL PROTECTION PRODUCTS, LLC. IL E� C INe LOOP IW 51 STREET Clvc 2 a cNORIcrJRN• L:OMPANr 20-176 r. SEW 7m vPrAt ,L•AM4 n v1r PMIHE. (ENMe6-7dy, Fro-. fPse)MR-67PT DRAw11UG N. r U-0006715 - 9N[R To a M •47TA A TI LG A.. P.E fLoAKIL c "', INSTALLATION DETAILS FOR REGULAR PANELS( INTO EXISTING WOOD STRUCTURES { Eu-10 PANELANTE PLUS O 6 1/4. QC W/ 1 7/8' } _ 'I; 14-10 WNELNATE PLUS ---_. � � 6 / OC / PENETRATON _.: +74-;C PANFl3MTE PLUS T 6 i/ OC / /e TMtEADED PEIEIRAiKK+ IO`T -- l "FADED PENETRATION TO EKISnNG WOOD HEADER THREADED I. WOpp IEApEP -T EXISTING WOOD HEADER REOUIR€D -��',' ro MI HNC WOOD HEADER j tj� EMON IfI= NLA -... WOOD HEADERREOUIRID aCA= ) REWIRED - I A[ 50[DIAE 01 SFF SCIEDA3 W SIT SC>ED4E ON y S1EC a rq1 Mn. � SHEET 6 /DR SEP.LMT,ON SNOT a 1ryt YH. 10N - ro BLABS TO To awn LASS. o Gus '- Mon. PANEL LENGTH r MP-. LFN PANEL GN L woo AMC LENGTH .Y-toll' SS (SEE NOTE 1) IAi 7pr1' IS (SEE NOTE 1) I /. P Tmt' iS ) (SEE NC`F 1) YS W/ ]/e'• 3/E2• WD l WS W/ T/eY . . Y3 N/ ]/eY . ' i . cLtpT oa1AP M 50% Soli 3Ln[ OF l' i OF X OF l Ma Icy EWL YMD MA • ,�_-_ice T w GU•INUIf NaKW �.... _ irt� jIM LSVN FIND • CG a • 1] 1/r 0C ED ` MC Wr'� I T_ , aC. _ EO-� _._._�. I 1 EO 'AG SCREWS o e' oc. w/ 1/2' 2'a4' WOW - REOVIRED' [[14-10 PANElW1E 0.U5 2'.4' WDCO_PLATE REpUY1ED _ 2'.4• Wool) PLAIL REOURED - MIN THREADED AT b e 1/i O.0 W/ I 7/B• THREADED PENETRATION • LAG O v:DwGO OF PLATE MID KIM OF PLATE I" O STAGSCREGERED r--• oc S,AOGERED w; SfUC W// /7 yM1 ' THgEApEp PENETnAnoN DIRECT MOUNTING INSTALLATION ' At LLIDIPDTH DF PLATE ALTERNATIVE 8W DIRECT MOUNT WALL MOUISTING INSTALLATION DIRECT MOUNT_ / WALL MOUNTING INSTALLATION SCALE 3/9.1 ALTERNATIVE 9W ALTERNATIVE 10W NOTES: • INSTAUAT IONS FOR ALTERNATIVES OW. 9W k IOW ONLY VAEIO FOR 1„111UMI,NPA,, LOADS I AUS..OT DESIGN-4* BUILDIN'S UP TO +43.8, -48.0 P.°.t. ANDPANEL LE FRAME TO BE SOUTHERN ` ✓'O'k: 2. FOR NEW WOOD CONSTRUCTION: WOOD MEMBERS PINE NO. 2. W/ SPECIFIC DENSrrY OF D.55 OR TOM. O �♦'•` \LENS V F •' FLORIDA BUILDING CODE (High Velocity Hurricane Iona NOTE FOR GouBIw.TION DF cECT•or,s. No. 416 ; 2� MIT- •K =• * _ I 20 GAGE GALVANIZED STEEL STORM PANEL rP DRAW„ F. TOP k BOTTOM MOUNTNGS CAN BE - *'• ----^ Z q''. ST TE O>�� _ PROTECTION PRODUCTS, LLC. •'��•m COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. _ ,_� \GLOBAL '; 90'• FL R10'�;_kF' -,,hey, ; IENC AL' [� -� TIw=rc67we a EHa couPAWY, FS•" • ,� yEo sr. m mm aMK. n- w14 Mtt= 20-176 ,, I+Rerc (es4kN-7sy. FAA (e«)eN-e7I7 AFA,4III P 111111" C SEAL/90NATLAE/r+4T WN-TEA A ePL�lDTIY. PL «e I MAF� F_ mWW W. w[Ef IT a Se INSTALLATION DETAILS FOR OPTION 111 1 FOR LIFE SAFETY STORM PANEL SYSTEM Ir. AG SCREWS • I• DD «, INTO EXISTING WOOD STRUCTURES i PE ant, To EXrSnFc w 1 WTI. 1D NEIM,XON 1pp HEADER J 1 2 EOM -_E �� E E0T E0; ED! M EG, RDo,. ADCN A000 IEADE.N A!UlPN[D •YAChtWh :EVER. � i --� I STUD • 12 I/r DC. , ALTERNATIVE 1 ALTERNATIVE 2 t�s(uri.t-- T/.•hl• MACHINE � N/ ACHINEA/R / I TD I. la I/7• oc �-- +- SR SCHEDALEI 1 ON SIR1 1. ' 10 CLASSf}---�-- EO ED- DR I leseemeeFt- EC: - :-•_._ __ . • �. ,ROOD aJn I RECOUPED RrDIPt7 �I- ALTAR ITIV T N T VE__4 REOE 1/4, tAa SOFWS a 6' D.C. W/ 1 I/2' i �1'- TNREACED IYlMta LONGLd10 B ITowBOR w/ • °• O.0 O, OR ALTERNATIVE W00[ZFRAME CONDITIONS dE ANCHOR LOCATIONS 1, 4'4-20 PA,ELwn rEMAIE 0 PAIFLMTE PLW • e' 0.c 1 1/2• WTI. 1HRrAm RENErMTNM TO CXKteXG WOCD . SONS 3/5' - 1" �il ALL MOUNTING INSTALLATION PLATE NOTC S,n„W TR iRAEKi NOT SIM FpR QAIO'r "'L1r•IrrLNrltFh' P T!L��T✓9 ALTERNATIVE 1 W ° ♦��`P •NSE' ••': Sou: ve' - r• ':_ - N0. 7 FLORIDA BUILDING CODE (Nigh Velocity HII none, Zone) ttT ; _ •20M ntEoo. eRC. 20 GAGE GALVANIZED STEEL STORM PANEL oRlrx In, �)7S I INSTALLATIONS ARE OK. VALO FOR BUILDINGS WREN AS.D. NL 4555. -72AND.0 PM APANCL'3 LENGTH UP To r-r. DESIGN LADS VF TO ST E Of _ _- •�'. .� 9 ••. FC R1D� ♦ / -• % GLOBAL PROTECTION PRODUCTS, LLC. TILTECOtNa. dr/N/30N uTI 2 FOR NEW 1r0OP fRAV[ CONSTRUCTION ' W000 ,Aplq[Ac TG PILE OR EQUAL BE SDINERN , ry, F SST „ALE' y0O SW. 51 stRm TBUT TIOL". COMPANY OILY. R 3311. No. 2. W/ SPECIFIC OENSTT or 0.55 A ArFThNNI IIIIW'"ITS ` N �EMNO •. s (fin, Mao ti. fM.1 Nfr4in w PaOE_ /SSA)ea6-,MS, rAX. f65.7NR-6N7 ` 20-176 P[ SWf51w1ATLRE/dlE CA-Opbl1,9 , xw WA rwAWlWl IWAMI16 NP' WALRR A 7NLR Jr. M.F. m I�,M 1" .w a1NLXf IS OF ?< Hl T -4--• N Q� cn CU > O N U L N Q O .� CIO U ^O CL Q) Ca U) OO 0 !� -2Q c Q) ICU 0 O LL O ICU U) L O a) U O L .� / V/ Q TV qcl- N •® N 2Z CIC Lu E7 X C Ep V M m N LA-X N � C3CV t Q fV C 3 a) x Cu •� Cu C a, c 3 m cc /33 0 co C 2 �. fS � n O..) 7 Cn �J _(D O Q LQ U O U t� V ) B..e•.B Z3 LLI = Q z z Q ^J LL SHEET NO. SH 1.1 - - ANCHORS (SEE SECTIONS N SHEET$ 17, 18, 19 ! 20) - 3' MAX. M/ 7, AA/17, 5u14 31/17, 46/17, W/U, 3' MAX. I. MIN, IMW/Is, IAW/19 ! eAW/20 WINI milt 0 MN/20 I• MIN. D.M.-C) -_ 0 O 0 0 1 O 0 0 -- ,-- I I - I O o@ JRIo" O RMILL i v I 1 .1. ' O me LILT Y/ '• IXIM PP.El i _ .. -_ - _ _ - - 'I' A 4•. 20 • ILI IRS 1I1I1I , I A MAx. I 1 .'.ij- bare /7/8•.. 1/3r -6- - PANEL LENGTH - NUT .ALQR .I ' i i (SEE SCHEDULE) Mp-' P _-- -fg� _..--- .. --' t5-Nol'fri3 At-SfuD---'-- 6- :� iAMT,OI . LlTY FAFt1V L , 4C{�'� PNIE 907r0Y 153EIEAS D.w..®°I t I I -'-�'Y- rrc NP R Im b Ro. RI6 `�M- J: ILEX SA/17I 4A/17, SA/+a lsrrEltm syl7. 48/17. 96/IR 3- Y MIN SAW/19, 7AW/19 a AAW/20 isaippm Oii Fim/19 6 NW'/20 " MIN. - ANCHORS (SEE SECTIONS N SIKEUS 17. 18. 19 ! 20) - -- - QPTION2 FOR LIFE SAFETY STORM PANEL ELEVATION SCALE 3/16--I' ,/.- IA E. W 1 %OR® 2410• �® - RR 1AWWA� , .*W ''i Cl)/ / LR1: S,vm _ L• PANFx ��,N7�.� -_ - - ---- .-e 1 'I * Y - i MM pN� -. " u�az_ EXTERIOR L SECTION A -A SCALE 3/,6•-I' MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.s.f ,) AND CORRESPONDING MAXIMUM PANEL LENGTH NL" SCHEDULE MAXIMUM A.S.O. Mo., PANEL LENCTI• i MINIMUM SEPARATION PANEL DESIGN PRESSURE L (ft.) RATING (p.s.f.) I (SEE SECTIONS) TO GLASS CONDITION +55.0, -72.0 8'-B" 2 3/4' UNBOLTED ............, r 3��\•''VWEN ':�9 ! No. 44167 *: * i* ;y ,' 'iOR10* .`�4 -,. 'I- _._. _-_ _._.___.I ' , SEA/S1ewVW/MR FLORIDA BUILDING CODE (High Velocity Hurricane Zon -i m .mm. IE. 20 GAGE GALVANIZED STEEL STORM PANEL rP DRAWN er PROT m mEp /a/ L-N :GLOBAL ECTION PRODUCTS, crsr u C. 11 -r[s-rinc .am SW. el STREET 20-176 .c clNc[urw cowANr im"-F,I-,T7'0°o'%-,=_-.' I MVE n vl, :m (_719-7s.s. FM (W)ew4NI �.. 1._.._, - .e._ err ... "- RM"Ne Na. INSTALLATION DETAILS FOR OPTION i FOR EL _5AFETY- STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTUREES 1 A• TAPCON ANCHORS .• TAPCON ANCHORS 1.4• TAPGON ANCHORS , .• TAPCDN ANCHORS e 9. O.C. a 9- O.0 41 r OC. O 9. cc POURED CONCRETE OR CONCRETE I -C! BLOCK REOUNtEO POURED CONCRETE OR CONCRETE BLOCK REQUIRED ' Lz POURED CONCRETE OR CONCRETE BLOCK REQUIRED 3 - Po1RED CONCRETE OR CONCRETE 9LCCN REOUMEO 11 I - Mw. - Ma.. Mo.. 'I MLL iT__.._. ED• \f5�+ ED. C7• E.0•yt CONT.T 1 ` �OM. �CONT. I I , _eUEEO Wd'OH 1, - r t WIiWwYs _'R a q I Yn 0a.P1w R 1 Ie. ., ./•i"I r ro4a.a w - F swasi a sa •Ee .i�w - l- cam sa J e LEI, 1L I 1 - .41 F M-t : Par rU y' 1 wpm ,o J. ; Ix- ,- ! ECG .J ty Zh MASS S SggJ CZrj EIS SHG..1 � 46 t 8 I � I .� a 1 ; I 1� ; = I II 1 :T ! �- 3� -. i , Its./>hWP - - - �, j '._.f OMfD,V I i 1 IN_O`AIM • 7 L i t I I 1 i I 9 1 -3 I 6 �. 6. _ ® 1 QI FD• . ,'�' E04 F L(1 LS E0• ED• -) i.l__� ;r �__ *- _ ' 1/2 E - ~ 1/4!21% /4'5,5. N.S.. w/ • • r- 1 4'R-20.1/1'S.S.' wS, W/ ' I 7/.'.rl/J2' WING NUT WASHER I 7/. .3/32' -MG NUT WAS O 12 1/2' O.C. (BEYOND) -_Je 1, - 3/32- WING NUT `', 211re . 3/32, ww. �t WASHER 0 12 1/2. O.0 1 NUT WASHER (BEYOND) ' 1 .' TAPOON ANCHORS li4' TAPCON ANCHOR$ _ / 4 TAPCN ANCHORS 1 4' 04 0 4 1/2' 0 C O 4 1/2. O.C. 0 4 1/2' O.C. (STAGGERED To/ S-W) (STAGGERED W/ SNO) O 4 1/2, O.0 POOPED COHM"t %OURED CONCRETE POURED CONCRETE P'LRED CONCRETE OR CONCRETE BLOC', OR CONCRETE BLOCK on CONCRETE BLOCK OR CONCRET BLOCK REGu!RfD RECJREO REWIRE. REO:IRE, MOUN WALL MOUNTING INSTALLATION WALL TING INSTALLATION WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION SECTION 3A SEC i iQL'i_-U SECTION 4A SECTION 48 O REGULAR PANEL O LIFE SAFETY PANEL O REGULAR PANEL 9 LIFE SAFETY PANEL SCALE 3/8--,' SLAE 3/8"-I" SCALE 3/8'.'" SCARE 3/8'-1" - SEE SNEET 19 ! 20 M. AMCNOWS TYPE . NOS "PC1/4'. �- " �SRACING FOR I16TNAATM.4 Aim MOOD ANCHO" 3N,y.p ✓>`) 3 TNRE BUILDING . MINIMUM ANCHOR SPACINGS Mo M4KMUM E AR EDGE W.NCE PR,CATED ON THIS R uv .� C.) sex,.1 3 SG EDUIE FOR ED LESS U4N .IOCATC ON RP-1 `a- "_,;( ) 3 5CMED1AE REDUCE NXTIOR SPACING BY MATIPIYNG OWING SOWN ON S.CIRDUI.L Aceum. EA sN wrimm FACMR ITT 11E FACTORS FOR THIS OPMTF4 *OWING REONCCO DE PIVING SPACINI OBTAINED F, $RALESS HWR MUM FACTOR "HALL Nor To LESS SRJ NDIGRD THAN 4OR -.. I ,!r ' __ TYII TM roR uc,. ANCHOR TINE ou TNF scHE,xnE AC r ,m 3 ,/2- _ _ - 3P; JGENSF .Z,I�- ' No. 416 i*" *: - F tt-e S EO 4 ' ., '4A•n' off` . SEAL/9GNATOW/11IIR FLORIDA BUILDING CODE (High Velocity Nurrlcone Zon n ik,Tcc. rc. 20 CAGE GALVANIZED STEEL STORY PANEL FP URNS BY. 1' -_I�NG. _ GLOBAL PROTECTION PRODUCTS, LLC. 0RAW MR ow 3 W. e1 _. 20-178 + •E�s; Ncti � I�No coMPANr TM"E. rL 3ss1. "" .. T7Kp-m Ave _ ` n �a+11"I PH,ow- (R64)89-7s.s. ra: M41reb-em CA-IXwe71. NAL,EA A TKLP N.. IE Pes.N - M1 . pn R-.Y . I - I _ TIRAARG No INSTALLATION_ -DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES tAPCN ANCHORS tj 4' TAPCON ANCHORS le a 9. ac a9'O-C. POURED CONCRETE POURED CONCRE-1 DR CONCRETE BLOCKJ CR CONCRETE x.Of1[ REWIRED R[OaRED(CH II/l f +/4'4PA4R.' O•4��'S'I 1E WqT It i ; r aYN.ML- m :� 1 n, i « srP.+A,Iw . . \. V ._. , LED LED I R,¢I ,Il EXI$ONg� FJ(tS11Nfg-7 I 4 x E+1A5$ , - 9 i ,yEy(,E�LLye GU55 _ 1 j� 8 i I t i r 1 I _ ' 7 "iitEt i .S } i I - " - B' . , _,o ' .T r W 1 `- l/a.-veld MN . *- I hUn NDe P f, I 1 I I I I I I I �S• �Y EO- ED. - � P -1 -10.0 PANELMAT PLUS W/ 9 14-f0'. PAWIMATE PLUS W/ /'0 7fe'0 , 3/32• WING NUT WASHER O 5 1/4. O.C. . 3/32• WING, NUT WASHER (9EYNO) POURED CONCRETE _POURED CONCRETE 014 CONCRETE BLOCK 0, CONCRETE BLOCK REOUIRED REOLTRED WALL MOUNTING INSTALLATION SECTION SA W_gLL_(.QMT_jH_0 INSTALLAT1QV O REGULAR PANEL SECTION 5B O LIFE SAFETY P AttIEL SCALE 3/6-.1" _.vv„µ,IN11I1111/N,N,• SCALE J,_ , ,/.. ./.•. 5[E FIRM 10 IF 20 Raf .MOORS TYPE Allm Ill,[ la/OON 'MARmal, VX- TOP NSTALLATNS INTO WOOD MA KRONOR a OIL) 3 3 `RAW BUILDING W.."H.0 Mnb,NUM EUGE I FTANCF ARE 'NEICATED ON THIS,'"M,sI..M IA iF•e•^_•• O•)0M) 3- 3 SCMDIAF Top ED. LESS THAN ,AKATE9 DH REDUCE ANCHOR, ANCHOR SPACING BY TIP -, ;;., ,F! (M) _ l a 1/2SOImIILE AORK Fd Ilmz 191CIOA sPACRG SHOWN DN scIEDULE BY F Ow R" rN 10 BE FACTORS- FOR TED OAOIAIXX. TO BE POSSOLF REDUCED ' 'n` .. SPAL4G OBTAINED uses FACTOR sHMu Non 1 1/r - - 9E LESS 'MANMNNUM SPAGNG NdFARO - . ,.w '10. /VR EACH ANCHOR TYPT ON 1.6 SCH IE 1• 31 . _ •. c-"2 ••'-VCEN,S- ...', No.44167 L: * : I'* . P.E SLq',R0NMVMF/MIE 3 FLORIDA BUILDING CODE (High Velocity Hurricane Zone 00A19 "LM00' 4c I 20 GAGE GALVANIZED STEEL STORM PANEL " I-- -___ --_____ DRAW IN PROTECTION TECTION PRODUCTS, "nmm IL E� C O ;GLOBAL LLC. E9E� SW $1 STREET iIN1p em ccomo, I oM.E. R 33314 2D-176 lent "- m 'IavN NH -'ii •>rA-RWb11I 1 . R.Onj: (9ra76W- Np. AK: (s5.)IeFe7B1 .r IrrrA1L ,1r RRNNIC No EQT ,I RF I IWRA . Ttln h, PE .K 1t-,4 - -, N O C_ U) Cu O � U L N L- 1L O O I✓ 0') cu j -0 , 0- N -0 U O -0 -E _0^, O O Q q O W O E LL- C) .� -0 L O L _ CL 1 -0 . C= V ) ______________ ------­----------- ________' _­_______ ­1 - ______ ____ _______ ____ INSTALLATION DETAILS- FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM LKSL9L.LAIQN DETAILS FOR OPTION �2 FOR LIFE SAFETY STORM PANEL SYSTEM T:FNFR.0 NOTE`;:VALID E-z wAN�.5'TORu PANEL � INTO EXISTING WOOD STRUCTURES ! INTO EXISTING WOOD STRUCTURES I E-1 `1ANG STORM PANEL S>�1NI ON 'H:S PRODUCT EVALUATION DOCUMENT (P.E 0.) HAS BEEN VERIFIED FOR COMPLIANCE IN B.1) MNRMUM EMBEDMENT OF TAPCN ANCHORS AND RANELMAT£ FEMALE 10 * PANELUATE PLUS INTO CONCRETE l _ i j i - ' ACCORDANCE wml THE 2020 (7lh EDOtCINI OF THE ROWDA BUILDING CODE. BLOCK 5/W.1 BE 1 +JAL" Ij _ .; . -i- _ ___ i----._._.____ _„ �----- ___-{ r-�-- I DESIGN WIND LOADS SMALL BE DET'gTWNED AS PER SECTION 16200F THE ABOVE MENTIONED CODE, B.2) MINIMUM EMBEDMENT OF 1/4'0 X 7/0' CALK -IN ANCHORS SHALL BE IS 7/8' INM CONCRETE- N i Wm R A WIND SPEED AS ED BY THE ERE THESE SHUTTERS WILL BE O EMBEDMENT INTO ANY FINISH MATERIAL SMALL . HEADER I, r kEOL HEADER E _ WIND HEADER I - - FO A DIRECTIONALINFACIORRK4- 85 USING A5C�74-16NµD SHALL NOT EXCEED THE MAKMUM (A-SO4) h/4' 0-20 SS SIDEWALK BOLTS USED SHALL BE LBONG�ENOUGH(SHOULD µY FINISH MATERIAL EXIST) TO RMITTED C•�6 t.- '�2 No LIAR TAPCON O 6 O.C. P. -. y.HR I 6EOVMEO { REQUIRED ED I, (,•-- I`-'- I i e TAPCON O e' O.C. gE31GN PRESSURE RATINGS INDICATED N SHEET$ 25 ec 26. Y- ;. _..__ -" �'-' , _ /' _ T_.___ I/4'r T2' MI O B' O.C. ENGAGE }JAL" 1M0 ANCHORS. t//4. TAPCON O 6' aC-r-'--_ t 4'r 1APCW O e' 0.[. �'- -'i'- - , a'. 7ARCo. O D' DC. / - / / IN ORDER TO VERIFY tE ABOVE CONDrtWN, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCf 7-96 Q7I . pe 1/a YN. MAEAOFO W/1 in MN MRFACF'D W%I 1 2' MN. iMMCAOfn W I 1 2' YN IHRFMEO 0 I I TION AT WOW n PENEtRAT ONIAi WOOD D SHA L !iE {IRSI REDUCER t0 AS.D RESIN MIND LOADS BY MOLT PLY NG HEM Br 0.6 IN ORDER t0 B.J) IN CASE THAT PRECAS NNE, OR PRECAST CCMCRE E PANELS FOUND N THE EXISTING WALL. HEADTPwnDN AT WDoO PiNRRAnON Al w000 , iR1N AT WOOD ,Nma PENETRATION AT rgoD H HEADER TO COMPARE THESE w/ MAx. (A5.0) DESIGN PRESSURE RATINGS INDICATED N SHEETS 25 A 28. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE (�B i 'IxI HEADER { IKIDF.Ri HEADER 1 7 11 A )' I SMALL BE AS MENTIONED IN B.1) µD Rr 8.2)_ . 1 I ,,I _- • t _ I T T)--T:=. I IN ORDER T VERIFY THAT COMPONENTS AND ANCHORS N THIS R.ED. AS TESTED WERE NOT OVER STRESSED. A 311 INCREASE 1/2' I ,/4' 1; I/4' I -t/7•,IJ4• J" -t/2 I/1 ). '' .I/2•, ,/4•,/2' ;1/4' IN ALLOWABLE SITES$ FOR WIND LADS WAS B()T. USED UN THEM ANALr515 FASLNFRS SPACING TD W060 MIA$ BEEN I __ M. - DETERMINED IN ACCORDANCE WITH N.DS 2015 (C) µCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF TE ANCHOR'S I IIOA I Mo.. , u.. iIMP. 2 I I I �• t- U , u,.-. , MANUFACTURER. - ; : ' I � ' "Eh v.,, N1.L^ H STORM PANEL$ ADEQUAC,• FOR IMPACT AND FATIGUE RESISTANCE NAS BEEN VERIFIED IN' ACCORDANCE WITH SECTION 1626 OF t . REOU RED '�A RE-. CT THE ABOVE D DE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT J '032, AS PROTOCOLS TAS-20T, f R THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER >- I _ _,, � - (y , .--i - ..- l4 _ - - -. TAS-202 ANDDiASS7 JOU I IS 10 BE ATTACHED �10 INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK -p � car '�51' - w0OU h P C t tmi:�_ t__� A-VN' 1 CON• ONE. I ® OR wOCO FNAME &HLOwCS. Q03jt-fT II---- 2 MIS SYSTEM IKS BEEN DESRN'ED TO @E tNSEALLEO ON ENE OUTSIDE OF TA6: OPENREG ACCESSING THE OPENING FROM THE I (� -' 1 , /T (�--P �^ INSIDE W/O THE USE OF A LADDER OR LIFT THIS APPLICATION IS VAUD WHEN INSTALLATION IS INTENDED TO BE PERFORMED 12 THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS ,� w Y 0 © '.S SAL FROM THE INSIDE OF STRUCTURE- USI NG ! '•"w I [yL5iN0 M" Q,'""'>,M+ I i rl Mr,. pFyAµTp„ CONTACT WITH THE BUILDING 10 PREVENT y11ND/RAIN INTRUSION GN/1K AND SEAL SHUTTER TRACKS AU AROUND FULL d . = 'L• MR, CLASS -'L- I GLASS - ;� AF - I I IV OATS LENGTH C PANEL LENGTH (MY SOEIPkE 'L' Ya. 3. SERIES IOW WSTAILATIN IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN ' STALLATION 4 REQUIRED 1r_' BE •j 1= C pN IREET ,O 1' Ye. PANEL LENGTH ¢. s rr SI (� PERFORMED FROM THE IN51DE Or STRUCTURE IS STNM PµF1 WSTALIATION SHµl COMPLr MTN SPECS INDICATED IN MIS DRAWING IlUS AJfT• BUIIOB+C AND ZONING a3 O Q (SEE NONE I QiOM) 1 , (SEE Man , BELOW) l• Mar I EXISTING pl 91QT Net 1 f..i - a4NFL LENGTH « s�R.A1r,RN I PANEL IFNGTH i w. 3E,•MM,rR. I;tA55� REGULATIONS PROVIDED BY THE JURISDICTIN WHERE PERMIT 15 APPLIED 10, C' 3 (O w ,CASE (5!F NOR 1 BELOW) I I OlI5,NN0 •"' S2RNVY1eN ' COSTV.G w cuss I i 'l' ALP+. 4. SERIES 2000 INSTALLATION 6 APPLICABLE 10 SINGLE AND DOUBLE HUNG AND HORIIONIA: SLIDERS STYLE WINDOWS WHEN L GLASS -'�- - CdASS.-.' _ (xD Nor: , eFA aA) i m PAS t' Mo, I -_ 3 Id EE' fU i t/.'r20.+' - F'-ls>E somuE I^ -'(MI gM1LF1X1U[- PANEL LDKI _ _ PANEL LfJ'CiH INSTALLATION 'S REQUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE- 14 ATRIUM WINDOWS AMID DOORS, WC. E - Z HANG STORM PANEL SYSITJA" IS PRIM Poem L'6 y t73 fN b•'f31 16) 'I.- I I SS M.S WJ . SS M.S W/ E1U5nN0 m 161 (SEE NOTE I BELOW) 1/4---20.1' n (SEE NOR I BELOW) 5. ALL ALUMINUM EXTRUSIONS 0 BE 606J-tfi ALLOY AND TEMPER UNLESS OTHERWISE NOTED) S (P) THIS PROD ICY EVA MT ON DOCUMENT (PER. PREPARED BY TN75 ENGINE IS GENERIC Wn DOES NOi PFKKA i > C G J CUSS I SS M.S. Wj - - E ( INFORMATION FOR A SITE SPECIFIC PROJECT; )I... WHERE THE SITE CNDr14NS DEVIATE FROM THE P-E.D ' 40 �, E W91G NN i ` + WING NET I 7/B•.. 3/31' `� B AL1 Al �• WRIG [[[ .. - - - 41 D' , p• - NUT _ UMINUM SHEET METAL USED A'• CLOSURES SHALL HAVE 3105-H14 ALLOY. r I i I .. j " - 'A 6' (e) CONTR,1C70R TO BE IRESPONSIBtE FOR THE SELECTION, PURCHASE µD IMSTALIADN INCLUDING PEE SARI' pf N 1/4'r TAPOON O ALL STELA. S METAL PAh SHALL HAVE STRUCTURAL DUWTY STEEL, ASIM A-653 GRADE 50 Min., GALVANIZED STEEL TH15 PRODUCT BASED N THIS PLO PROVIDED E/SE DOES Nor DCVWF, FROM ME CNDMONS DETALED ON I = I- r EfT EL$i 1 - � r_ I i MDAtoTM OF APUT; MIN THREADEDI - ' II I I -i _ � �.. - i DESIGNATION W/Fy. 58.5 Kai LIFTER ROLLEDJ, THIS OOWMENT CONSTRUCTION SAFELY AT STiE IS THE CONTRACTOR'S RESPONSIBILITY. r 4� 8 ALL XREWS TO BE STAINLESS STEEL JG4 DR 316 NSI SERIES N CORROSION RESISTANT COATf0 CARBON STEEL AS PER OIN (c) THIS PRODUCT EVALLATION DOCUMENT W.LL BE CONSIDERED IWVAUD IF MODIFIED. ... _ l - 1 -- - -- - 5001a W/ 50 ks, YIELD STRENGTH µD 90 W TENSILE STRENGTH O SHALL COMPLY W FLORIDA BUILDING i J LDMG CODE SECTION tat t.3.3.4 p : (� !"'' � (p) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER TXT ARCHITECT WHICH WILL '*•' F'j ('� 6' ft9.T � � I- �6' 9. BOLTS TO BE ASIM A-307 GALVANIZED STEEL OR AISI 304 SERIES STAINLESS STEEL. WITH 36 O, WWMU4 YIELD STRENGTH BECOME TILE ENGINEER a RECORD (E.OR.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR ME PROPER ���j``�J('jj+ USE Or THE P.E D. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ET4CNEER, SHAIA I� � I'_-"' _ G j�L_,)� _ TO ANCHORS TO WALL SHALL BE AS FOLLOWS: SUBMIT TO THIS UTTER THE SITE SPECIFIC DRAWINGS FOR REVIEW 11 - EDL I j IJi 11 I (A) M XIRWG %TREE ,ZQyaWf. I - .j.� 96, 1 I . "" (e) THIS RED SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROrESSLONAL ENGINEER OF W I I E0. - '.I _ I. I �D' T I EO __ __- . . - -'-'l _ __ .-- - T/4'. TAPCN ANCHORS AS MANUFACTURED BY ITW BVLDEX. INC (MIN. rC-3192 Pei.) RECORD THAT pREPM®? p . - 1�Coli �iA COW? I F'�^ :' - ., /4•r7p.3J.^1S M.6. W/ ED 1-.__, I - 1/4Y-7A3/.S S. N.9. w/ - 6• - 1/i e X 7/8• CMU(-FN ANCHORS. As MANUFACTURED BY DEwuT INC. (MIN. V-3D00 P.-) !8. STORM PANEL MANUFACTURER'S LABEL SHALL B£ LOCATED N A READILY Y61SLF lGCA11N AT STORK PANEL IN I Z+f Z+% t _ - 7/D'hl/17' MNG NUT 1 7/6•wu/32• WRIC NUT I - - J14-+O PANELMATE FEMALE 10 A PAND-MATE PLJS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS I T�e'r . 3/12' mNG NUT , 1 �Y . 7/32' WR+G-'"'-'----- -'--"' " WA4fR O +2 1 2 O.0 ' , ` EMI I t j ACCORDANCE WITH SECTION 17091.J OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING WASHER O 12 1/2' O.0 NUT WASH" (BEYOND) / • W,AS.ER (Br" I L �� _, I T'I - - tj I (/'r"3350 P.t l) LABELING TO COMPLY WITH SEC710M 1709 9.2 OT TE FLORIDA BUILDING CODE. -:.- 1'4'r IAPCON O 6' O.0 � 1� 40 TA•CON O e• O.C. 1/.'I iAPCON O 6' O.C. I I I t j (�TAOGERED W/ SR1D) TSTAGGV/E0 W/ STUD) W//I 1/2" YN. 1HRFAOED 7/8'e . 3/J2' WIND NUT A1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SMALL BE 1 J 4 AND 2- FOR PANELMAR I I Pi3ErR,A1I(IN AT MDWIDTH I 1 2'.4' WOOD PiAli 2'e4• WOOS PLATE 7/B-0 . 3/37• WING NUT / I I W 1 t/Y SUN THREADED W/I 1/2' MN THRGOEO OF PLATE REOU'RED I WASHER O 6 '/.- OC REQURED WASHER O (BEYOND) I FEMALE 10 ! PANELMATE PLUS 1111 111 I NETp}TON ., Mt0W1D,>, : _ PENETRATION AT MRIWXTTH 2 r4 WOOD PLATE OF -LATE0I Of PLATE REOUREC i4_ ry �� /1A-10 PµELMI PLUS �1.-10 PAWLWrE PUTS A2) MINIMUM EMBEDMENT OF 1/4.0 Y 7/8- CALk-IN ANCHORS SMALL BE IS 7J8" INTO CONCRETE. NO EMBEDMENT INTO 2 wC✓±0 Pi A,F -' i NOOD PLAT - .- - - 41EC - - - ANY FINISH MATERIAL SEWS BE PERMITTED RE L_"'E- ?EWIiEC OUNTING INSTA L AT 0 WAI L MOUNTiN 0 6 1/4• DD. w/1 T/D' 0 6 1/a• oD. w 1 i/e' WALL M L__ I N pl/j,l[7yA IJ4- r20 55 SIDEWALK BOLTS u%0 s1Mt1 BE LNG EIi0L7GHtsHWLp AiT' FINISH MArENAL E7tl M .INSTALLATION AT THWEADED P LATWAiKn MIN. THREADED TN S� TO ENGAGE J/4 WALL MOUNTING INSTALLA.110 WALL MOUNTING INSTALLATION ALTEBNAIIYE_7AW O REGU'AR PANEL ALTERNATIVE I w AT MlowrorH oT PUT I u nDWIDtH Df PUT NTO ANCHORS. ,INnuwINNW ALTERNATIVE BAW f 3 ",- I A.3) W CASE THAT PRECAST SINE. PRECAST CONCRC E PANELS, OR PAVERS BE nOUNO ON 'HE EXISTING 'WALL OR ER A. TC A ALTERNATIVE 6BW O LIFE SAFETY PANEL vt .., (/lRs. O REGULAR PANEL O LIFE SAFETY PANEL SCALE 3/8-. - WALL MOUNTING INSTALLATION WALL M0U-NhNQ_JR51A_LLA712 4 FLOOR, ANCHORS SHALL BE LNG ENOUGH TD REACH THE MAIN STRUCTURE BEHIND SUCH PµELS. ANCHORAGE SHAD i �: ''`TEEN `•' V�Al HH1iHNNNI ,"A ,A l SF _.. SCA-L vs' p TILE/'r AtLTERNATIVE_mw v01"IA TI(a ALTERNATIVE 813W BE AS MENRNED IN A1) µD IN A2). 2 . 2 �AA%P tom'., O REGULAR PANEL s�;jP,N.,,,•[/tom. O LIFE SAFETY PANEL a No,44167 = tlOIIS; ?°� I. - 's 'a .,.� • ✓ % (a) TO EXFTING CDHCBETi_BLD�: WA,y . Y :' 'CENSF SCALE 3fe''' yi�4 •'`\DENSE' : i SCALE 3/B•-1" FLORIDA BUILDING CODE _ * ( * :* = ,. INSTALLATIONS ARE ONLY VALUD TOR BUILDINGS WITH AS0 DESIGN LOADS : �. \ FLORIDA BUILDING CODE (High Veto HurricoM Zone (Nigh Velocity Nurricone ZonR)' - 1/4' R TAPCON ANCHORS AS MANUFACTURED Br ITW BL%LUX, INC -•• FLORIDA BUILDING CODE (High Velocity Hu one Zane); VP TO .55.a, -72-0 PST AND PANEL'S LENGTH W 10 W-e' � q 16 s Tamo Inco..-G. rP NM: 3 G7 - Loam) P.T100, Rot FP - IJ4' ► % 7 6' LUA-W ANCHOR$, AS 1AANUFACtURED BY oEWAli INC 1'm+15W p .To:p RRrA INC N0 : *'s 20 GAGE GALVANIZED STEEL STORM PANEL DAA.N w, _ NO MALL * - 20 GAGE GALVANIZED STEEL STORM PANEL , m. t4-,0 vANEIAAT TEMALE 1D AND PANELMATF PLUS ANCHORS. AS MANUFACIUR© BY4ELC0 CNSTAIKTI(7N �'K' A,11 O* •'•� � 20 CAGE GALVANIZED STEEL STORM PANEL ,P 2. FOR /Ew w0op ERASE CONSTRUCTION WOOD MEMBERS 10 fA SOUTHERN WSTAWTX7M$ ARE ONLY V.WD FOR BVt_*JIN:,s YAIH AS.G DESIGN LDA95 * Ir0 i - �,.•_\A� OA1.+I H 2 •fF :� PRODUCTS (I'm-]071 p.T.;) -•- PONE NO. 2. W/ 5f-ECKtC OEN$ITI 0.55 OR COLML = f M/m/3om UP TO ♦55.5, -12-0 PSr AND PANEL'S LENGTH UP TO W-6' - j pif"/3Wm -�. VV _ q,11 SSA GLOBAL PROTECTION PRODUCTS. LLC. ONE = q••. S ATE t�01 GLOBAL PROTECTION PRODUCTS, LLC. pA,E. HALL _ %. 5'r F'l. 1ii .eoo SW. 61 mIETi Qr�$-L• ! \ .ePR S.r. 61 31- ! j __ __ . in �RNp MrAn wCKIL , �!. .FT AA � GLOBAL PROTECTION PRODUCTS LLC. w/DAIIL IL ECO ,�.. 1'O 7 cOR NEW WOOD FRAA/E CONSTRUCTION.WOOD MEMBERS TO BE SOUTHERN � � - IMC �NMF 1 AW {„'ECOIM�C'Y•M oM[h� ' C31 MAC. IL 3OJt. PONE NO 2, W/ SPECIFIC DENSITY OF 0.55 OR £W.0 'yA O,N:.., OR1 T1L1M rEsrtTp . EHaN�EERNc coMPA.r 6aC F. 3331. (�!`'-'`���� ,, EIS,••..• . •. +N / JN. Irmet A aIr MNo,E: (m4)--,b.5. FAY: (IS4)I3-."7 20-176 .,r L4's> .. ,rN 1w. I- Pw.,a. v o (-M. 15-$. FAX: (s)OW-IxT 20-176 t - r„ma Mw a+vrt (96.MI-ISMS FAY (4ss 20-176 Sip A. -.'�` RLA').,"I2 ._:_.I-R7, � „ S( N , E _ ,WN.>. ,.1 wr c � i"i.P._ .R-e1n "'IIIIRIIL {IIMAA,Yp E. Sff.J9QMTIKC/MT M-OW.,Ib 6O•AI� )RAIRRIC I/Igri IINEMA - SEA,1SGNAT11.[fOH'T V_0D�T19 _ PE G-Ppp6710 .ohs wk- N• --. _- MInm A l'W Mi ] ftE'r Y a m M1DIBTIA 4.,6 _ a m of N .Mtw - f iIi TE u •>-w _ _ Lon 1, ar m R',,,,7 A rTDT A'. PE - ..-_ StAtJlOIMTURJMR __.__ _._ -- _.-_--_-.-.._ . _. -._ .._. -.- - ____... ___ - COMPONENTS FOR SERIES 2000 dE 1000 E-Z HANG STORM PANELS I 3/24 r Av .11 NPIT T DEOW LNIAI LATION NAILS FOR SERIES 2000 AND 1000 E-Z HANG -STORM (SCALE 1/2-1-) 3• �SCHERULE OM mo 25. FOR WDSO scRLw- 3• 'GTE 3 BDD10 3• I,y 2'/2j t'/24 4 S AT ? 6,(SQ NOT 1 , o'h i' 1 p[q PNrtE I • E-C- / 4 • DII r ,. A/7n COMMIE ANCH NU (M] !` Mc, �+«,• SMS r-/24 s' 24 .GIN cac)R,E ,Nc.wl,5: FEE `� PANEL POU ED Q_ RETE OR CONCRETE _ ------2591'-' - Ir 1 Ma M SECiDHS ON 9QFI 24 1N. �fS') (SEE SCFS.KT a P?ET m) 1• Mn •PIS P�1C �- _ _ - - 15.1%' TOTAL WIDTH _- - - 2.250' --2 591"-� I• LT 'W 2 IW91.WD _ rNcn _. T2.500' (EFFECTIVE WIOTN)-- - -. - J(�-i ,,}�!��,. l_ l -6 TEAL- -. ( ) ( __ - ) _.( r J %PANEL 1 ,' SM.S) 'sss•',. sE °N '..� omu -1 tJ 4n �i�op',i scn T A c_-_ '�E 1 6� 4)IN" 11 wr�'('�r.1 T _ _ -� •i 7/z•'-y2• I/2•-,_ _.1 E9 �\ w sm m7 -2.25C" ��' ;: EFCH flo a ItrT n7 4 nI. ool, erAolW sss sTxau -, 3so - 1.3 D'- -use sm lui : I i I I �i IP I� I I T ,r W��p 11 ;�'-G ,: 41 L�z 5 P`� _ _-\ 1. G F o+It of t; ^� •.t1 ;2SC' .075' 224.2.500` 'Time. i _1_. _.. �y.j •L1 - __1 �.. ._-1_ i• _ ,I�I1� I� \ I ISO" I R-.1 _ �1 '� sN¢ lil !/ 0.0Je' MM. 110CK HE4YFD ) 500" 2.SM' _ I J I I bsE 0¢a'1 v IA I aY ' J ` I 4(aF RnNL(D f ` 2.637' 4,. > _ .. _ W X 1' i - I 1 If.•.-Twsf•• . 7 ero br W1 1 MAr oPtl 3.D00- Si GALVANIZED STEEL EDGE _ 1 2.244• r'''r" [' 7 -', _. 1T 6n X ,,, T. ->, T_ _`-r. ^� (-T T I _7 1KUa ergo rl 1 ..( L -. 2�0'. ,III, 'FLIP. AS'7M A-653 _ T ' �__1111��, ' ( I EE3I PArESI MTEwGD .ANBl (ORCIOR P.vIR)(911BIRI1 MFEL7(00 aNMl) 'iENO PAKEL) (9EtEmOR ~ PNlJ.1 (9PRON1 FAnMJ I 1 `\ II _ .1 / Ww IM . 14•-1 /�M LOGE GRACE 50 M~ U OETAK d:, _J SiE�L- tqR L 7. 4 D60IR I I I I IFF NOT 1, s. I x - SEE N07F ;, 3 . BELG1s sm ,Ng7E. ♦ (ENpNOTE x 4 9EyER7 ;; rzs _v I 7 C� '\ I - I I � / B -p,AG A ` /" 4d d G-e0 GALY. .,-4 �' /1.5 f�R'TZS. f 'Q2 ' - T ! '�7� 1 ( 1 1 1 I 1 I1 I .-.-. I 1' t I 1 I 1 I I l I .i 5 i I I;j CACTI® P"1 ; - � NOir °�00a'.14 1 j S r/ t..........f \ �I 4 I o I I I I jam. i1. t P I I I L_,j i 1 list • '•0P I ......_ t-t.350'-- I - 11111 I ` 1�D1M . ' V" .? I I 1 -� i• y 4 •- f f ' L _1 �..� __.I _L _ 11�1 i. a g A ' ; 4 RF NOUN (''� I IrIR YT,rtp�•�i' pi i I .� 6 2" - 250'' - 1 2.470"--� '�. [ 1 LNL� POAEl3 N3 it ' D �S 32 /WRE.WUI$ / T 1 A '(M1o.7!/01 STORM PANEL - -z47o' o-' 1 !_ _� L1_ i I L L _11 i. i60�O v s _ _- u q R AP A1 x i KF .i , i 5 i 1 1 I ;, 1•I ,, ; I r � i- I T �� 4 O iI ii` i 1 �) REVERSED "h" TRACK REVERSED "U" TRACK L OE Ef1ENAE , I _ ` 1 _ `�-- - i -'-i-- :---T-- . -: ' 1 oK WQT X 1 1 ON ABET 3F I R I sEF SiMOtAF. )`H ,f.Y- �_ I SEE SCHOLILE 1 A L ' I _ PANfD'S END lW J ;_3._ SEE NOTE 4 eflDlr SEE KOR 3_ 3' �. 2 -'d1 W ¢CREW r FEwMIipK >kF SOEOAE 1 T/r'w3f3r DGDW' PANEWAT (to) FOR IYM1 IL FOR WL -i I TTyy;; }t' (��fW N �W� - .'FOG' - 1".. , - - - ALTETWIA,E LOG,KN ro HXI'6S 1 /.'r3o,u/.' ' ,o OAs1. I I'f•-r, � • �rorr°siW, 9LFWM ION ' So[W f IN , ro QAS ,,p W/ .1016i EDGE <"__� j SCHEDULE . SHEET 25. FOR WOOD SCALM' T , I END PANES I I l�! / 1 • 'OR c011c.E1[ AttCA.ORS: SEE -,Y-_ - ( i / I M��f/eIsC.A33E��w W f. �.•P-AF/.• MYL Sf/YMTGK 3_ •.350' I. Mn N 1' MiM1 INN ENO I .LTG R' 1 t/3' I, ) W.G•i31AX i I 4ANi•MK# N[ I . .."=. / - 1 '1�-- SEEN '`J OR OwJ oR w:OO O sCC71OH5 ON SANE• 2e 1 I • I 10 MISS. IJ\1 l SEE WO11 3 INTERIOR PANELS rF. P , [KRr O+OnAP F I I paW.y, Iy I IPIM/•�"o Moir i a i ` MA. / e13' 6 7 e - e LAST PAFEt. Q t0 &• NrA4LED K LAG+ , [7 ; 1 R i i _ M•�'. i Y- } - - ✓ E TYPICAL Z HANG�STORM PANELERI SYSTEM w INTENENINGDED ALWAYS IL PRoROM w/ IFS iQQQ t"�'"INT«D�r10 ee�""INSTALLED F"0M I %7 l �I tojmLIST PHIAL n TO eF NSTNAED AT FILE. OPENING N.WA15 BE aROrR:C7 W/ E I " / < REM IVlOLE TO FACTITAT NSALU1Ha TYPICAL AEELEVATIOLN� F,AOTRECSER ,�/ \O.zso'�-� -us- `r�'1 �' wu sf32• - +• I INSIDE V STRICTURE AARD i1�' I Em� _A `Q_(D STORM P__ ANE 1 SYSTEM INSDE or s+RucTuac. ; i Q� 1 7 I I 7 $' rIi L 1 4 }+ -Ar `/ HEV�..- FGNE 3/lz' - , V I Y7S0' i - pjIt t[3 .P ,.• AN. GP _ _:/.' rer Hw I/.• - GAP 1 1 I 1 I I./ ,i.!W. RNR ; N I I j ,�L. I I N 99 r 1 // '-, / \ / \ / v4• NA. tiAr '{_ 1 r i i ¢ il.n • ,r aF ; ) -, ,1 1 $Ss r1 =3 ISOMETRIC VIEW DETAIL A : Gao• �' I. /1� / _ 1 ; t f� o ; 'r r 'Fr, , r r, J , 11 M t I - -0 ROUNDED CORNER O ENDS OF PANEL'S - .+ It 2 °ROW/ a W/D ©• © i 1 2 r( - _ _ _ -- / P I I 1 - I M r••,- 1 • b I 1 E 2 END LIP W/ HEMMED EDGE. 125' .7�. SECTION B-B (fi 1'1T�""TE `°E''"°" RONDIMN ddd1TT"' I ' ' POURED // - ; I - (/) `� a II:: I T•` _ T I SE A -A ECT7 AT ENO PNH0,5) F.pdKW . 1 N •� ,b Aill, 011 - I II O . , r+.Ttf1Tf C i I In I (N.• 5) _. _.. _i (....------->-' 125' VJt13 r3` WAp, i 1 � rp,IpnT[ 1 �,�� _ _ _ ""._ __-_ - L l lk� I, �_ 4_ ,�/ L_ 1. 250' -L lGNE Sfax . ,• N9ZF3 aalwm -3 l ^ WDPI �"""r'A""-" 3 _"Goo. __ _j IT7P•) - - (0 FM•ngIT10N OF ccRlrs ,000. E - Z HANG STORM PANEL SINES CONSISTING OF PANEL I I cp.cuW o -� 5-Yoe. N07ES _ - LrJ: P--/••.1 Q1WrIt t. TRACKS AT TOP A PANELMAIE PLUS OR 15' LONG --E 14-, IT I .1 •' o) DEFItl99ON._Df SEBIE5.240D. E - O 0- 2 Hah>G StU1HA Pµt1 SYSTEM CONSiSnNG OF PANEL . (J AT BOTTOM W/ PµELMATES. io.-xW;+.' MS - 1��', . �-- r- a ,rii+-7 :• ■L°p1pw.n ' I') _ 1.Ar.- b•nz^'W"- Cort. TRACKS TOP A BOTTOM. I �/ T.",1"a' e.bpN n) 0!!!_I.. _� _. _ .. ca.oln[ I•-- ,wMer�se cacao Mn a 4 'd" TRACK (5 PANEL HANGER 6 2"x5" Max ALUM, ANGLE (2) EPNC PAI+EIs sw gwAYs BE ca4NEDTm To Ew nND su w� Br MEws of A i� f. m m«rwRm /, ,E . *a E / � ./..,__ �� O 1 1 4' WIDE (2) D PANELS SWJA ALWAYS BE CONNECTED t0 BOTTOM TRACT, OTHERWISE A STOP BAR AEI.MATES N, li USED NTLY WJ 15' LNG S TRACK AT POTION, END PANELS �R - , ilDo„) ILDNE a pM ,w„�,u -/ ..'ma,,, W/ I tEEpr) J 6 SMALL BE PROVIDED AT TOP OF SUCH PANELS SNAIL 8E CONNECTED iD 2 w/ 1J4'4-20.3/4 S, W/ 7/ ' AJ/12' fs¢s FoeoM,c - ( cuc„r,t wHOLpF ! s¢, M e„e wWaiT m) ,Ww 'M t25.. 6061--16 NU,. ALLOY WING NUT OR 1/4.0-20A3J/(giC'I MITI. THUMBSCREW INTO TAPPED �( .LPT AS IX.-m) (^l'1 i Hnur In.FOME - --_;n (AIL toWAnw) 1'- '^ -I 0) IF [NO PµF45 ARE CONNECTED TO BOTTOM TRACK. CONNECTION SHALL CONSIST OF DESCRIBED ON 107E (3) BEIOR�. WALL Np DIR CT ,A(QUNTING INST. -1 ., � � V i r uno TAPPED nJ4* 5« W 7 DLOC r& YANG FA5i'ENERSi1NY NJ AT EITHER OF TWO WALL MOUNTING INST. - p' tRAck (3). FOR GASES WHEN END PANELS ARE t JDIM'LY w/ ,5' LONG Ar SECTION 2' 'I EXTERIOR FLAT FLANGES OF END PANEL RTN BV7 END PANEL ME NOT CONNECTED TO BOTTOM TRACK r` ,QSTOP BAR SECTION i. O SCALE 3/e-,• £LOOK TO CEILING MOUNTING INST, BUILD -OUT MOUNTING INST, L. m (rap. BE PROVIDED AT TOP OF SUCH PANELS FLUE 3/S-I' SECTION S� (4) W CASE THAT END PANELS ARE NOT CNNECIED TO BOTTOM TRACK I,.e A STOP P.Mt 8i SECTION 4' K ON USED AT FOP) AT (EAST TWO PANELS $HALE BE CONNECTED t0 BOTTOM TRACK (4). FOR NI$TNIATIDNS WHEN ENO PANELS AND SOME INTERIOR PANELS ARE DIRECTLY (1 IpJ .' ►Dt•..l. SCALE 3/b"!' SUti J/b->- i H....NN4 USING, SPECS INDICATED N NOTE (3) ABOVE. IN SUCH CASE. CNNECTION OF PANELS MOUSED TO EJOINTL SILL WALL BY MEANS TT MMIELMATS, ONE RM TRACK PANEL SECT ,t�O 4T FRFL,.ICAtu-P4 i• .LPAAE MENIS r,X1 p rl MAY BE USED JOINTLY W/ TRACK AT 807TOY ATTACNREG BOTTOM IRACN TO WALL :IY rH .M tl m ,V IOU MMIRNHNN f0 BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION �} �Pt T G '..! i _\`E,P A; T!(��' w/ Two PANEL.MI.7ES FOLI.D,MNc WAgNc $EWWH N FLEVAnN µD w/ J , 2' E a 1w°:. (a ® •R+L'•s z M : " rCR A. T1 �r �' R7P-) r- .. fl (S) SEE SECTION 1', J' A 4' N SHEET 24 SEE ANCHOR SCHEDULE N SHEET 25. Wn. [OGE DDANCE FOR THIS G5(�2) INTERIOR PAEi USED r w/ D9 4 M eMEn w •000 oR § >,t ..... NZ� 11 In 750'='••oCENf ✓ i A(AaALL1.A,IT t�NI/,/I SUUCHNOT NE,tiM1T'ADn7A�eEWNrPEAECELS r TF.E O'LEFTµk kiG,1T SIDE of a PABE NEl)$:AVE D e6TMww.H T,PL w L.m 23 `"'3-'•'l�CENS''• ✓.p's, w �t�R'•-... �>•�t"✓'ay TMIEIR Ov[RLAPS RETNEO Br �2 IOtF roI IbAaartlRM. v sECTwIs ND• 4416T _i L 3 N0. 441fiT `` Q • \CENFOF�- ' P y� FLORIDA BUILDING CODE (High Velocity Hurricane Zone I O = FLORIDABUILDING CEDE (High Velocity Hurricane Zone) Q *?• C FLORIDA BUILDING CODE (High Velocity Hurricane Zone 1�r \. 7 ) L,•-: I Tee A B'3^DV Wexrws ur, r `Tt: ty �, M _� - "750' - 1 • '.• ATE OF Ir ` 0 "'tt0' INC 20 GAGE GALVANUCD STEEL STORM PANEL DRAIN er = No. 4s wopo PALED' rc 20 CAGE GALVANIZED STEEL STORY PANEL DIAWI �• © ' A:.AT,N .9 •, STATE OF 'NY i e 0 IL O' a` ZO RACE GALVANIZED STEEL STORM PANELOR- z I I 7 3'x3' ex" ALUM. AN 8 STOP BAR 4"'�s '� -. _ GLOBAL PROTECTION PRODUCTS LLC. 01/a� -* STA� �i-�' GLLOBAL PROTECTION PRODUCTS, LLC. °' DAf�zp �E7AIL1 `�_ �a44..ry � �� GLOBAL PROTEfiWN PRODUCTS. LLC. 01/'��0'°��� '' . I ..... �•-�y��: I LE C OINc ' f LNc MR. /Y ' t " ell f �lA � / \ .o0 s W. S1 STREET RATEO O , I -� f' Nero S.K 3, F1WEE 4 r t]- LONG 111H,NAAI NOo S.. St STREET IL E C O SCREE: 1 SnAu�tE1JTINo . FAIaNE4,w cowANr GAME ti Fv,. - OA.•.., C�,. I r Twr resTwo . cKONECR.No toNPAKr MaE, n. »31. 6083-TS AUFn. ALLAY /jR-..""T1rei'L"Ir'W0o r_ neei .n M.E PHO E. (0INI0°0-,5.5. FAX: FMMRMW_eMn ;20-1.76. S ,...'�� i L E C O 1 Ne z D t Lot. Ma,INEAR.O OO�ANr GY E, R TUT. Nr Wa i.P.. aKWrA a1r PIE' (bp.l a9-TS.S FAX a. 20-176 Q r F Ar. "Y.1, R..aIA .1. PICIM, (bS.N..-,e , /A.. 0151%M, MI 2D-176 I'ARM PE. SEK/ROMRrE:/MT , I A 3i9.. PL. ,...Ica rW R r RWWRIT Wx- Q3NrrpNNiDN L �FeALfawwLimE ""` Po» nc,-�maliS rMV R'_14, rN1IN %MwR4 No *:• R7 'a-OOO6i1. t,INN, -(�rokooto . JPot A .HI _ Ies.r ..r 'sa ,1 NN ..«Re, ..r...rN__.. Ft KA,., It .Fla, _ _ . T 22 �_ HN 1NA11 /Art NNTER A ` U.0 M,6 E v m »-,•, . _ NoW F3 01 m ° [ YALILwMWRF/OAE FLORIDA aK¢T a. M m ....w. Nr - w r FLORIDA WµtOr A ,T4R r, AF r .A HY_IY '• SHEET NO. SH 1.2i MAXIMUM A.S.D. DESIGN PRESSURE RATING (v.3•f.) AND CORRESP ONDING MAXIMUM PANEL LENGTH TH L SCHEDULE FOR SERIES 1 ODOj2000 E-Z HANG STORM PANEL Cf) SYSTEM 'VA:30 ONLY FOR PANT ,NY" S AS FIR -N'a. 1' T 4'. 510.ET 24 MAXIMUM AS.D. 0 LIN. PA{IEL n. I IAWAUM 9EPARAT,ON PANEL APPLICABLE TO mP-WT) (SEE ) TO CLASS CONDITION SERi0N5 ...a. -7s3 70. OR LESS 2 9/te' BaLlim • I.. 2'. 3" •1W, 21R a 3•W .85.0. -7s.3 70' OR LESS 2 71W eOfED • I.! - • BELIED D 1 .'4-20.J 4 S.S. Y.S A, WNOMUT Al OVERLAP a 401 OF PAWL LENGTH MEASURED TR BIM OF PANEL. MAXIMUM A.S.D. DESIGN PRESSURE RATING o a. DCORRESPONDING N M I f.1 AN MAXIMUM A C K� i SPACING SCHEDULE F FOR INTO CONCRETE t CONCRETE BLOCK STRUCTURE E 0. - FINES OISTNttt - � R � D E. eNFT AT,pNS c PF _ i ' FOR PIW � JNS 1' THR V `D' ll _ NA10 A. 061GN 11AWHRII w1ob15 SIAAORI9 FOR E a - s 1/2' • APrTloms f rG AM cal-wTpN OMEN ~ PAWL I L[MGTH •i IW.} PRESSURE (P.m 1..) 1AICO'S CAx-N PAIO.HA1rE ruI O i OA1hLMATE ALu9 - 10 [allOICTC TO CONCRETE BLOCK t0 CONCRETE [To C0mOREfT am TO COI.GQIE TO CONCAM I Rl CONCRETEITOCONCRETE 12' N/A 12• N/A 12' N/A 1 12- N/A i' AT 2- (TOP) tt• 3.4 - ,0• 3• 3• 4' 5' 4' S1 (BOTTOM)EWS 2000 * 12' 3' 12" 51 B' 6• S. 6• 1' (BOTTOM) 1.1 1 0 ++ N/A N/A N/A N/A N/A N/A 12 t/2- II` 2- (BOTTOM) .66.0, -75.3 r N/A I 6 1/2- N/A 4 1/2- N/A 4 1/2• - N/A 3' (TOP) 70" ON LESS 12' N/A 12' N/A 9 1/1. N/A 9 1/2' N/A 3' (BOTTOM) 12, N/A 12' N/A 1 12' 1 N/A I 2' 1 N/A 1 A' (TOP) 12' 6' 12' 9 T/2' 12' 1 IT- 1 12` 1 'I- I 4' (BOTTOM) ,RATTED TO B60 P...t ASD. DESIGN PRESSURE RATING / SEE SHEET 26 FOR A.LHOR6 TYPE a SPAC.4 FOR INSTALLATIONS BRIO 0000 MINIMS IKAUDMMEDIC MINIMUM T ANG10R SPACINGS AND JeI CDtY OaTMKf ARE INDICATED ON •16 SC •rE FOR ED INOCA THAN TIIpG " If0 ON SCMDu,. ,ROUGE ANCHOR SPK4MO TIP SPACING ON SICEDUIf BY i F FOR D¢ OLLf1WrK, FACTORS MIATIRIION TITS TO BE SIN. THIS ON M MI PUM SLE ING USING SwN: SPATED E LEIS PE AT Nbi BF LESS ARAM MINIMUM SPACING WOFifEC FER EACH N4YIOR TYPE At INDICATED FOR DACHOBTAIAN AN(HCFS IF4CNC ANCHOR TYPE _t/4''4 i/4•. ,/.•. 1/P6 UPON PA11Filed�n VAALAMIT O.AI�1 3 3 3 2 ,/2 w+ .MCHUI sPATXHo (.,, _ __(I).____ . 7 3 l 3 ,.=_AW> & ", eo(„) 3 3'/7 3 TO ". 4--_ ALwle. Ea "K 019a1To fVM1911 1 1!Y _ _ _ _ - --- -- 3 ,/T __ _..-_ _ - - ,ID IN• ,/2' Tit - :�\GENSF .. N0 SIA/SOM".`w_1 rE i + REQUIRES Ma. DISTANCE BETWEEN BOTTOM OF PANEL 1 AND � /2 TO - 1 ' 1 t 2' 10. V1- ++ REQUIRES Mac DISTANCE BETWEEN BOITDY Of PANELANDTOBE.31,6E3/16' MOA FLORIDA BUILDING CODE (High Velocity Hu Cone Zone Tom TAnm. - 20 GAGE GALVANIZED STEEL STORM PANEL FF DRAIN IT GLOBAL PROTECTION PRODUCTS. I.I.C.01 4em SW. 51 STREET DM. R U3,- PNDNI-)M(.)M, m� ---___\ LIE C O INN r YNG a COMPANY KAKWEEE+. in� Al aYCA01X6719 -w•wl -1"76-�",a.w0. AN, , - i [20 XI _S Or 2a RMWA nLnJN,, P)F COMPONENTS FOR REGULAR LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS (SCALE )/ .1') - 15.125' (TOTAL WIDEN) -. _ -- _.. - - 2.187E - - ___._-12500' (EFTECTIVE WIDTH)- 'I! - _ 1 I i.2S0'..- - - 193E 1/{•.-2W/4' - .750• - 55. STUD RIVETED S00 i_ �. 1.350E - - 6 1/.- (TYP.) - t.35E' _ - - ( t 350E - SOU- ,.250E t00' 374'.» '125" TO ANGLE 0 6 1/4- OR 0 12 1/r D.0 ,tpp "- .08610 IMAM BE AYEIASED} , ,1 . I- . _t. 1 1s0` 1 C',. 4 HEINNEO �• E.02.' WTI. iHCK (61 CALVAMZED STEEL 3.J75• _ I, . f.8n• .It _. LS00• 4 �- EDGE ASIR A65s TYP 1 25D_2.o0D' .094• .064E SIC+• LoIis' SfF N>ErAA 1 ' GRIM s0 WNWI, REVVED 2.,2s• I - DETAK It c 60 - NB - - EDGE - - I .375• LOIN L--i'mv--' �� ) -Irn.} I 1.350•J O �TDRM PANEL - .3w - I OCTAL A - 2600E PAWLS SHAL, BE INS'ALLE.i A,r AttATT ENCAF D LEFTS To SIDESIDGHT E OF1 PAxL� - 2.3e7•' - 2 .He HEADER O O iJ ANGLE WITH STUD 3 'F" TRACK // - wAflS ENO LP / l OF TOP EDGE 0.021 (Min.) 3,5• ..210, GALVANIZED SITIA r W/ WNWED EDGE �` //JJ// !/ 9- 21 , LOOS• .- .. Do* I - rl� 462s PAMR a / 1 0.375E .:1 H11.0.250'. / . ,1).2W. __--' r AO7 6.673• 1 1 2.259E - UU// ISOMETRIC VIEW DETAIL A �T,- _% 1 27D.. PANEL ,, ( OR ' _ i A. ROUNDED CORNER O ENDS Of PANEL'S I iyT-- . r f - MIN. O5. {[� , _ _ - 2,378' _ END LIP W/ HEMMED EDGE. .lJ 1 �.��r.625' 125- (� (N.I.S) ]75' III` BOTTOM n➢R,AR r 3.750• 072' 2.500` 1 I - .091• i067*> _� 7"I. Typ(CAI �1 l�l 3KEYH 50LEMWAA 8E-R. -Tr © KEY HOLE AT ED- 0,, .M iria40eM-/ PANEL - 7M• - 2.124E _ 1. ..I' _ Ir,n- _ 1 .SCE SIQ7 a FOR AOOT10NA 8,]' LIMITATIONS IF SLEEVE LENGTH IS 11'. VALID INSTALLATIONS NTD 1 ,2S1f , - 1 230• ,,,,, O SLEEVE 2 1 /8" I MAX__EN_TH 2.000E - 2.000E - - tnp) R 'w WOOD 12S• 2.(w . oar 2 548• - 1..' 18' 1 Ir L_ 07' (r-), '•50' �J 250E (7 REV. 'H' HEADER (8)"!Z HEADER , InP.i - 1• YN TO 5' YPV . I 9O SLEEVE MAX. . tee/ rp A4m 10 ANGLE „ NIIIN" 11 IFJ' 1RACj{ PANEL HANGER S74• 3oao' - 3e4�_-2m, Ao�, j A. TJ,(1/ _. ( 4" WIW1 ' WIDE) t- 1 - _N "I Sp• I - 1 662E .`��Ir�' (r EN - ✓,p4 ll�E ONLY FOR E-Z WWG STORM PANEL '. .31t' .836E ' - r'- ,ALTO' _ .275E 08 - - • \ SF '•.{,'� SYSTEM) 60B3-TI ALOu. ALLOY - - i I - .. 4 / ! _ 1.67I- z�.l-- T- w P 1 125E .B6O' 2 150• i No. 44167 R.OR}DAL BUILDING CODE Non High Veloce Hurricane Zone) 1.ppp •V ^YIN O MIN. O ® - .- I.- - /23• ''u. Des' t,zp1• I ,aA I ____ _.A 1 ' �, , (TYp) L s DSD' - -:•� : .. •, ? STATE OF :. � emro nreca wc. - 24 GAGE GALVANIZED STEEL STORM PANEL �'N - 2.000E - T 1__ - %, - SEE SECTIONS - - _ . M' . O'•. F D►•.C'\� IL ECO INe. \ GLOBAL PROTECTION PRODUCTS, U.C. 011LA 1© BUILD -OUT .204E W� ©4 /�-O��"�CK 1S R 5) WASHERED WINGNUT 9 y I rj 1P6 Y / N NNA•1 T� Nq A EN01 M ALIT Moo SIT S, snEET aNr. n w1. 20-175 ".. ," tiff - a�l'I' RIDIK (65.)N6-7m4s TAIL (eerXRr-a»-• - DAW - u-o9oeily ' AHGL c (2AMAC 3 aLCY; yACK aC sUL/fICMaLAa/O.n wa" nui r...E n rlei - s,([T _-, INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORM PANEL "1 INTO EXISTING WOOD STRUCTURES -,--� 1/I•, TAG SCREW5 a e' OC- w/ - '1 - I/4Y K/& TcRl 0 6. OC r7 " 'X LA 11/2- M, THREADED PfArRATLCM � '/2• Mb rNwADED FENEEMYGN TO EXIS+NG IM000 NIEANIR - -_ K7) N.. 2-..' wGY. HGOER CURED FLAI 00 LN a". t/.•. LTG 11CK" a 6' D.G. W/ IIr V., IHR[FV' ED PENETRATION __ 10 11,. ,FADER -. ' .4,. '-p,l. /LILT' S.YS. Cv.l. S.MS. 4 � � u END or Q - it ;..jam. ro EXIST. - IIADER -. ' 4'.- .• Y i zas s Et GMIt W! 7/6;' I .. O EA END 01 Q .. 1 5 , ••I 7" I ' 177 0 rTNC _- _ NUT e 2 O[. �� -{'_„__ 1 p 7 I 141 LAG Spff1R O S• Cl W/ ^(/1 .� I 4 Cm,t I1..T• SN.S (SEE WAR, i # - I - ) .y- ''// // SS 2 P Y.S. YNJ 7/e'..!/a+,- "K _ TO OIATWG wOm 1IApCRICiRAT'X'1 �I �� e U {Iq OF Q _ NOT[ 1A GLOM) ) _� _ ' -- WRI5 TINE ,AR YtlWTN OT DIM I' RIP-) � .' ♦.. � ._ -._- 1 __ - L:-E-I- i - 5 •HG1pE-11¢ - _ DER I s/ta' rum P� RrKT 4 ea+C #. fie,' srs .,/Y, W- DF EVER( 0 O FAEND a (i} IEEE OETAE 1/2r a 5 ll L MPE -12 �pM- II I•- �•wp3p { i R I yb R 1 - 11 PfQLAT1FD 1 ,1 �,! X1*1 OL-'F 4 ( An , 2 ♦ _--_. ... caj NPR TA BELL1Nl' r- prKIC^ IIAOEp REOURED }1j 7 9/16' Mm / 4• 1 70.3 SEPMATIDN y RANICLASS - �/( 5 W w j I- _ _ m 7 9/,O• Yin t. i-20AT i �PIRAT11N3 , 5 W/7/a/.w/37' V, t0 i � t� 1 W,NG WUIJO V 7 8•Ra1 32' �,( 1 ONL� O rj. ' ICRY V EP M 8I LKNI oW.RLv ,..^ �'I ��VION � j VI5. - �+, 4I i i M/ SCREW W/I' ,y z W/ia' Mn 7jsYW/32' SEPNRAIICH - 1 4 WK 0 TO CLASS I M 450REW W 4• _ 7/ebF]!32/ W1WND0 e ('� TO MASS I EVERT OVERLAP NYUUtT 1 Ewn OAEr6_AF RPM ; [_ - § 1 �^ t. r 9 I i � # - , y i d , f , g 3 Gen, IF O l I rry / 1 1 Fp43/4• Y.1 N Ar x gg !e / a IS i 11 a _L" 1 I WING Mn I 0 1 • O 7 A. i pp pp 1 i Y I 2 w' Me. 1 j-..... I T ) 1 4.1- .' M5 W O 7/ ) 2 G HUT/ 1 4•A °ANE:JAAR FEMALE PAN MA 6 to PW5 W / A 8 ln F 0 - _ / 1p�w]N/ 1�MN�f�W ($E•NOTE IA BREW) '- T/D• Y,r 114W'AQ[D PEAETAAW, 17 ,!2- C'M - _E.._. -. sw _jF - O.0 - - 1[4•s-�f , ' Y.S. W! 71p b131J2• Wrli I/4•. lA0 Kf1EYla • a' OL Wj : r Wn. TiNRG1D[D ,4 NE.wt10N r A �w / Hor T OR pwW PILE SERI{5 I1100 ArM1 (2) 2'N' -FOOD fE NEOUIREO FLAT I ,1- ( /6'. 3y/a- YS Wf HUT -'4 OR • 7 • .. HUT OR i�i'R-SOa3 KI@SA('fBW (SQ ! 2 N. "a x) IJ 14-10 rANI[IAIATF PILE R OR ON CODE - 14.- 4' ({� x0.Y3gj�1. I,XlY88CRFW SEE NOrf rA ( �E"T . 6 I . r.-xOt] 4• TF,S. w! 7/e•N3/SY c(Es '000 �IVTux : ,z/e Mn. (x7 2'..' PRATE WALL MOUNTING INSTALLATION Ga,n W� HOT+/,a' oC -2^ '!4'. lrG SCREWS r B' OC i1 - ,/. •. ,Af� SCREWS a 6' 0.0 R/ I ,/7' Mn TNW[AvED PCNNF.7WATIO7 Y1 (21 I*. '- ' 1/2• MM THREADED PENETRATION 1Y 1,'��t6/G WDOD REOURrc nn"j1[i y�,•v RAT OR ON COGF ALTERNATIVE 2"W SCALE ,/4--•• Wam I.i RMT - I. YVRDTN 3 PLATE Ym Y•N' WOO: MT dl ON IDGF JU E C,A iD f UT ALTERNATIVE i "W BUILD -OUT MOUNTING sFxE TIVE INSTALLATIONINSTALLATION bolts FLOOR TO CEILING MOUNTII1C ALTERNATIVE 4"W I INSTALLATIM ARE OAT VAUD FOR BUILDINGS WYH A-) U OESSIIN ,OWES EC .e60, -75.1 W AND PANEL'S LENGTH UP TO 5-10•_ .1 „YI 3L!2TOP. SCR.E ,,:N NEW W00D FRAME CONSTRUCTION WOOD MEMBERS t0 BE 'SOOTERN �� 0�= a�A1rt"'"A'"'T,.errNN4TERNATIVE � �'tLP•..-1,1G• "'..SCARES ,. PINENc2. W/ SPEC91C DENSITY OF O 55 OR DUAL p C EN •''-. /4y,SF -a`'r FLORIDA BUILDING CODE H(h Velocit HuMcane Zone)waI. SEE szci A , pAE6u4HEMEN,S FOR E °F STOP BAR ((RR)1 n, TOP U1YELL A5 PA,gI 1 CO.RNECTON TO TRACK] ER4 . BTTV5...WD ON IRA['CP `* : NO. 4 '. * = =HI I`Trm "'F 20 GAGE GALVANIZED STEEL STORM PANEL TIP •• 0. 20XI ll-s INSTA.UIXVI T11 1•; ^IFn :_ ^PED � �'. STA( Df -rf DI/>e/Xmo1000 '�9/a-. - \ GLOBAL PROTECTION PRODUCTS, LLC. DIME GIP' .\ I1. E C O INc NOR FDR GaMREMallm Or SftTE�'+y� ALTEIINATIVE MOP 4 80T10. wTUNTROs cAA .. .... CDNDRIDN lop TOP HEAD R WOOD It ANCNdt LDl=1TbN A-�.(``-'c(O A // , "' 'V TaT9Nc a Etw u-Na G .H. .p rS/ .."•''r. �'I 4y, .O,Y Lem Er. 51 smm ,al FL s ' P"" t9s.mer-rfVa TAIL. ri6.WaR-a»r 2 NAY ro 9Un AIY� INSTALLATION SCII.E. ,/4' . 1' FT -- N L .. AwI i1.1m . NMI n, 1Y1 I N,O Nu VAS, ( OAANAc�. ,OTC S-,FR TRACMS N0: S.OWN FOR 1 APnY • f sATlsluMTw1E/Mn wN.rF.R A nJST L., a F. - 11-.•1 a - _-.__._.___-__. __ Lk .4,mI _ s1TQT 7. v x MAXIMUM A.S.D. DESIGN PRESS(t$F RATING (RAT f) AND CORRESPONDING 2/4 1/4, 3/4. 4/5, 5/5 R 6/5 MAXIMUM SINGLE PANEL L1) LENGTH "L" SCHEDULE ONLY FOR REGULAR STORM t W/6, 2W/6, 3W/7 A 4W/7 PALS INSTALLATION INTO -.PILLARED 09NCRETE. CONCRETE BLOCK a WOOD (t) ANc4oas (SEE SCHEDULE oN -�. Igll - SHEET$ 91 10 III) _- .- --3. YWI - SN AN Lc(j) LINRFSER_SmFo SINGLE_PJANEti Ij„_? STR_!NL 1T EACH -._._ __ ___ __..____ ._ e O O O At OR BOTTOM F«Q-WITH T A. S l3 A 61 k Al Qg - - - --_', D.M.,( .(3). 4 . rT-1- I r r-I- �1___r -7 -r--r- - r--T-r-r-T-T---I 1 1 , SYITN TRACKS Z OR �9, • DIR ,CT_}/QMWXD AT ACN ENO• _ I i MAXIMUM PANEL LENGTH I E N "L+" OR 'L-" (ft.) 0 MAXae)M A.S-D PRESSURE RATING OrSICI.N CONCRETE k WOOD INSTALLATIONS f 2aD fir.-O. 12_-O-o. 210 W-0' rr'-e• .#DLO 11'-Y to%mr 3sa to*-ro' NI'-o• WILD W-1• 9•-4• 43.0 9'-6• s'-9' _ Saa i 9_r s r a-4- a o- siD_ Mo "a --- s 3 a o• r 7• r 4• r-o- mo r-a- 710 71-3• /'-10• s0.0 7•-J. C-r. eso r-a- s'-s- -- 90.0 e'-s• e'-21 T IM.D 9-9• $--a- 100.0 6'-3' 11,-It' 105.0 11,3E Y-9' rlQa - 3•-T' nso 3'-a rlto - s•-s• MAXIMUM PANEL LENGTH %+" OR "L-" (ft.) 0 MAXIMUM AS.D. DESIGN PRESSURE RATING CONCRETE i WOOD INSTALLATIONS �' 210 - 121-10• I/'-r jag 11-8, to,-?, MO r0'-10• B'-D- 40.D 9'-6• 9•-2' 410 9•-I 0 7- s00 e'-7 s-0 ss 0 d_Y T-9' eaa s -a- r•a no r-r r-2• 70.0 T-1. _ W-IF' 73.0 ?'-2' 9'-e' 810 r-0• e'-s• eia 7-o e'a 90.0 61-9. e,-I. _- 93.E r-71 3'-10" _ logo 0'-3 3'-r IolO s'-! 5'-4" f10.0 - s'-1' TT5.0 - 4'-s'* Ime 4'-e- MINIMUM SEPARATOR TO GLASS SCHEDULE MAXIMUM PANEL LENGTH WHO SPEED 4 170 m.P n WWO SPEED > 170 m.P.N Ii) UNRESTRAINED RESMNNEO UNRESTRAINED RESTRAINED 30 OR LEIS 1' I. 6' 5 1/4- s33 TO 90 1. 1. 7 1/2' 7 1/Y >90 TO 145 t• i' 7 1/2' 7 i/2' MINIMItM PANFI. IFNGTH !in) FOR A GIVEN MOUNTING CONDITION S'Al 5` 'D' I •F' N Bu1lD-OJT TOP ONEI I W STUD I NTTIIE Y' TRACK MOUNT HEADER I NEARER I yIC}{ TRACK /WOE BOTTOM = G 0.C5 - ERECT MOUNT 49' 32' 32' 35` 65• SO• 60' 4 IS'xiS' STUD ANGLE JS' 32 1. 32' 47• 38' 3/" 3 r TRACK 55• 32• SY 42' 67` ED. ED. t w SK `QLDS . ,101E S0• Si_ 1.- 38• w S8• So" 1 �OLND-OUT IT, _T0 w_ 90• 32• 32• 31 so. 58• I 56• ®' ,7 OF'C.% t I'�.L I fj}jO1w_ _ __Jof r - _r i_� 1 -- �- - UNBOLTED PANELS K- j I i II SOLTFD PANELS W/ /Wr 20.1 (APPPLI EE SECTIONS AS ---_I ` ( (� SECTIONS OLE AS APiRICAB E�R� I _►._ I i .. I I I i I i i i_ 1 1 7 Illf i 1 i i I I , D.M..( .®. �I- -I-! I I --I - ) - 1-' r -- - - - -L iiRloN o. o nrl o 11�y7 I* WIN 2/4 1/4, 3/4, 4/5. 5/5 N% 6/5 1• MIN. 1 W/6. 2W/6, 3W/7 a 4W/7 - ANCHORS (SEE SCHEDULE ON SHFTIc 9, IC JII - REGULAR STORM PANEL : i ' ELEVATION 2.687' N T S I/4• N- GAP a (MIN O.EIBAP -1 WHOLE VALJY) 1/. 4• - ::7 ----`'LT \SECTI-O-N- =A -A_ .. -- -LY- AAXGM � N.T.S. -0 MOTEB: (1) L+-. MAXIMUM ALLOWABLE PANEL LENGTH FOR A GIVEN POSITIVE AS.D- DESIGN LOAD. -: VAX ALLOWABLE PANEL LENGTH FOR A GIVEN NEGATIVE AS.D. DESIGN LDYD. I2) PROCEDURE TO DETERMINE MAXIMUM PANEL UENOnt GIVEN A POSITIVE ASD. DESIGN LOAD, DETERMINE MAXWUM PANEL LENGTH •L.' FROM SCHEDULE. GIVEN A NEGATIVE ASD. DESIGN LOAD. DETERMINE MAXIMUM PANEL LENGTH 'L= FROM SCHEDULE FINAL YUIMUM ALLOWABLE PANEL 'LENGTH IS EOLALL TO THE AMIMUM DETRAINED PANEL LENGTH BETWEEN L.' *0 'L-•. (3) SEE SCHEDULE BELOW FOR MN PANEL LENGTH 'ON POROSITY OUµ"ATIOM f INSTA LATIONS WIG WOOD ARE LM-0 TO 1 95 as I MAX AS.O- DESIGN PRESSURE RATING RA'iE1r/ +S B, la a 11 FOR MO ASD. DESIGN LOADS A MAX. PANEL -FROTHS FOR •3ECTI (•HEN SPACER AF' IS USED V ,C FLORIDA , FLORIDA BUILDING CODE (Non High VelocityHurricane Zan 0. 44167 = a>o>o Imo. INC 24 GAGE GALVAN12ED STEEL STORM PANEL DA"P eT *' z w 7 D y4 TATE 0 , ,{� Ii ` "` I L E C O MN c GLOBAL PROTECTION PRODUCTS, U.C. aA E 4nF - ORIDaow • •aG�'.4 %`T`•�_'Ev rw .'a:a s"- \ ' O"its=11 20-175 y SS . \'� / / •... f>m�.m-�..Ie Kw8 at-w, vHo,4 (w)sa-».s. I6N)Ne-8»> i-- - - - GENERAL NOTES A n TER MIr Mi• WA6sTV - IYIeQ 0.. e4, (C) IQ�DSTINS WOLU AIM $pTSAM G,I G . 055_mj. 1 STORM PANEL SHOWN ON tw5 'AiODVGT LVALUATON DOCUMENT (FED.) HL45 BEEN VERIFIED FOR COMPUA4CF N ACCORDANCE _ 1/a"6 TAPCAN ANCHOR'S, AS MANUFACTURED BY I.W BUILDEA. INC WIN THE 2020 (7th EDITION) Or THE FLORIDA BUILDING CODE THIS STORY PANEL SHALL NOT BE INSTALLED AT HIGH - #14-10 PANE.UAAFE FEMALE to AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY E100 CONSTRUCTION PRODUCIS ES VELOCITY HURRICANEON 16"p-MADE BROWARD COUNTIES - 1 4`6 R PER N .S ZONES ) LAG SCREWS RI P 1 F, MENTIONED P A BASIC MIND WIND LOADS SHALL SE DETERMINED PER SECTION 609 THE ABOVE YE ON[D COOS (F1 t i CO - 7 18'4 . 5 8• WOW BUS741NG. AS DISTRIBUTED BY ALL POINT SCREW. BOLT 3 SPECIALTY P P A F S ECD AS REQUIRED Br THE JURISDICTION WHERE STORM PANEL WAIL BE INSTALLED. AND FOR DNEC71(XIKIiY ACTOR SPEED H I KO-0.85. USING ASCE 7-16 AND SHALL NO EXCEED THE MAXIMUM (AS,O) DESIGN PRESSURE RATINGS INDICATED ON SHEETS C 1) MINIMUM THREADED PENETRATION INTO WOOD OF tAPCON ANCHORS SHALL BE 1 I/7• AND 2- FOR ELCO PMELIAAIE PLUS P 3 9 12 At7 ArO AAKLMALE FEMALE D IN ORDER TO vER1RV THE AB(WE CONNnON, ULTIMATE DESIGN WMO LOADS U'CTFRMINfD PER ASCE 1-16 514M1. BE FIRST ORDER REDUCED TO AS O DESIGN PRESSURE RATING BY MULTIPLnNG THEM BY 0 6 IN ORDER TO COMPARE THESE W/ MAX (AS D ) C2) MINIMUM THREADED PENETRATION OF LAC SCREW, INTO THE WOOD FRAME UNIT SHALL BE 1 1/2' N0 THREADED IION ON 4 PART THE R R n4R 1T4 17 t PENETRATION INTO STUCCO SHALL !# CONSIDERED 5 Of E EOU ED CAGED PENETMItON 12 k 8 PRESSURE TRIGS INDICATED ON PA SHEETS 3 9 N ORDER TO THAT AS A INCREASE N AL.OWABLF. IN OR ON TESTED NOT OVER STo PER AS YE51ED FWEREASTENERS WOO, STRESS FOR WINO LOADS WAS 2E9: USED IN 1/1E7R A/1ALYSI5. fASTENEIS SPACING 70 WOOD HAS BEEN DETERMINED N C.3) MtM14UM EDGE DISTANCE OF TAG SCREWS . INTO WOOD SwN1 BE AS 1NOIUlEO N ,THIS DRAWING WIND L Wt IN S ACCORDANCE W'TH N.D.S. 2013 STORM PANEL'S ADEQUACY OR IMPACT AND WAND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1,2 Of CA) MNMUMI PENETRATION OF W000 BUSHING SHALL BE 5/e• t/4- 6-20 SCREWS USED SHAI.I BE 1 1/2' LONG MINIMUM THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS /08140:-OI AND #0219.02-09. AS SHOULD STUCCO EXIST. AND I" MINIMUM FOR WALLS wr4 NO STUCCO PER SM) 12-99 IIIASTM C 330-02 STANDARDS, AND AMERICAN TESTING LAB SOUTH FLORIN REPORT /1123.01-10 AS PER tAS-201 AND TAS-203 PROTOCOLS, AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1604 OF THE C1) IN CASr THAI PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND ON THE ExisTimo FLORIDA EVADING CONWALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE SENOW SUCH PANELS. ANCHORAGE SiMV.l BE AS MENTIONED IN C I), C 2) k C.4) Z ALL ALUMINUM EXTRUSIONS TO It 6063-18 ALLOW ARE) TEMPER (UNLESS OTHERWISE NOTED) SEE SHEET 2 (D) ANCHORS SHALL BE INSTALED FOLLOWING ALL Of THE RECOMMENDATIONS AND SPECIFICATIONS O IMF ANCHOR'S MANUFACTURER I 3. ALL ALUMINUM SHEET METAL USED AT CLOSURES 544ALL RAVE 3105-HI4 ALLOT 6 nAWLS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 6 (SHEETS 4 4. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL. ASIR A-653 GRADE 60 MINIMUM, G-60 GALVANIZED THROUGH S) EXCEPT THAT HEADERS(!® SHALL NOT BE USED, STEEL DESIGNATION W/FY- 222 LW (AFTER ROLLED). 9 IT SHALL OF THE RESPON5IBILFTY Or THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SNUrtER IS TO BE 5 ALL SCREW' t0 BE STAINLESS STEEL 304 OI 316 ANSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PEP DIN ATTACHtO TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME SOOIC W/ 50 Rai YIEW STRENGTH AND 90 AP TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDINO CODE SECTION BUILOIN(S. 2.11.3.3A 10 EACH REGULAR STORM PANE! Wail LENGTHS OVER 90'. AS PER SECTORS 1, 2. 4, 5, 6 AND ALIUMULTIVES iW, 3W k 4W ON SHEETS 4. 5, 6 k 7 RESPECTIVELY: SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER KM TENANT TO 6 BOLTS TO BE ASIR A-307 GALVANIZED STEEL OR A151 3Q4 SERIES 57AWLESS STEEL. WITH 38 kf, MINIMUM YIELD STRENCIH SECURE PANELS WIT: APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING 7. ANCHORS TO WALL SHALL BE AS FOLLOWS 11_ THE INSTALLATION CONTRACTOR S t0 SEAL/CMAK All. SHUIIER CUMa'JNENi EDGES WHICH REMAIN N CONTINUOUS CONTACT W114 THE BLPLLVNG TO PREVENT WIND/RAIN INTRUSION (A) TO.jTLLFIi )ILG_P01I9LQ_GtL'! 2CEE I 1 1 P i COMPLY N TF N FN -❑ BUILDING R S A• i W I % INCn e 9 ... 2 STOMA PANEL ON SHALL COAL L WITH SPECS UIG _D 6 IXHYI,s, PLUS ANY B LLNNG AM ZONING FWLAIKK+ - 1 P TAPCON A3 ARAM). A I BU LDE . II ( 3 2 ANCHOR$ RED 0 ) HE JU tt PERMIT AP; THE JLAIKDICTIQN "ERE RE 5 YE TC S FA PR(TIpED BY E D - 1 • . 7 N MANUFACTV RI OEwAIi INC 4 e CALK ANCHORS AS RED / ! - 14v IPONTscRFw BDLi e n o / . 300 SLI,00 T ANCHORS, AS DISTRIBUTED BY AL I'O SPECIALTY C - P 11 P PR IN lG AN On NOT PIHOMDE NFI7RMATgN 13 ° THISPRODUCT EVALUATION DOCL'MEhI ( LED EP4RED BV THrS ENG EFP _ .,'ENERC G f5 Ann Fa: 3(X)0 ..a ) ( P R A 1 PR R I, P. FO SITE SPECIFIC PROJECT. , °. WHERE THE SITE CONDITIONS DEVIATE FROM THE PEG T I° - 11-10 P4N i F PANE TE PLUS ALIGNER$ AS MANUFACTURED BY ELCO CONS RUCTION PRODUCTS ELMA F EWuf 10 # lAM U - /4'e ZAMAC NAIUN ANCHORS. AS MANUFACTURED BY DEWALT. MC Ib) CONTRACTOR TO K RESPONSIBLE FOR THE SELECTION, PURCHASE AND 61SIALLATION INCLUDING LIFT SAFETY OF THIS PRODUCT S N 1 1 FROM T • A THIS DOCUMENT A1) MINIMUM EMBEDMENT OF ANCHORS NTD POURED CONCRETE SHALL BE 1 3/4', $' FOR ELCO PANELMTE AND BASED UC THIS PET POUNDED NHE C POE_ O GEES E GAIN HE CONDITIONS DETAILED ON _ IXX:tME CONSTRUCTION ;AfE1v 4T 51,E IS THE CONTRACtpfY RESPONSIBILITY I 3!4• FOR 2A1slAC NNW ANCHORS. ANCHORS IF) THIS PRDOLICT EVALUATION DOCUMENT WLL BE CONSOEIRD INVALID If MODIFIED A2) CALX-N # SWO-SET ANCHORS SHALL. OF EMBEDDED 1/8• INTO THE PWNLU CONCRETE NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4- 4-20 SCREWS USED SHALL RE 1 112" LONG MINIMUM SHOULD STUCCO EXIST, (a) SITE SPECIFIC PROJEC'S SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE AND T• MINWUM FOR WALLS WITH 40 STUCCO, AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD, ENGINEER OF RECORD (EO.R) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE BUt WITH WNC NUTS PROPER USE OF THE 0 ED ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.E.D ENGINEER, SHALL SUBMIT 70 -HIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW A_3) N CASE IHAt PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS RE FOUND ON THE _ EXISTING WALL 04 FLUOR, ANCHORS SNAIL. BE LONG EIOUCAI TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS (e) SHALL THE DArE AND ORIGINALSEAL AND SIGNATURE Of THE PROFESSIONAL ET°NCSANEERO. ANCHORAGE SHALL BE AS MENTIONED W A1) AND IN A2). RECORD THAT PREPARED I (0) TO E%LSTI g9_C.Q CEiA-7L w TrR WALL AST, L-SIDE 14 $MUTTER MNUrACTUPER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM - 1/4" P TAPCON ANCHORS AS MANUFACTURED BY I 1 W RUXDEX, INC. PANEL SHJITER IN ACCORDANCE IWTH SECTION 1709.91 Of FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPERING LABELING TO COMPLY WITH SECTION 17099.3 OF THE 4' 6 7 p' CALK-M ANCHORS. AS 1{AVl1FAGTUREC BY DEWALf, INC - 1/4- ' ! FLORIDA BUILDING CODE - 1/4'6 A }!.' SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL PONT SCREW. BOLT A SPECIALTY CO - /Is- IG PANELMATE FEMALE ID AND PANELMIE PLUS ANCHORS, AS MANUFACTURED W ELCO CONSFRUCTION PRO(] LIFIIINN - t/4' 6 7AMAC NAILTN ANCHORS. AS MANUFACTURED BY DEWALT. INC A. ili(/ �e,�1``t.EF B 1) MIMMW EMBEDMENT OF TAPCON ANCHORS. ELCO PANELMATES AND 2IAMC "LIN ANCHOR, INTO THE '4�CENS •'r✓9 FLORIDA BUILDING CODE {Non High VeracityHurricane Zone BLOCA UNIT SHALL BE 11/4• i :: �}� elmo mnla. wF 81) CALK IN # SOLID -SET ANCHORS SHALL BE EUBEDOED 7/0' INTO THE CONCRETE BLOCK UNIT Na '`1XID'�G`EN1'R11O44 7 s 24 GAGE GALVANIZED STEEL STORM PANEL -.::. STUCCO SHALL RE PERMITTED- 1/4' A-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM S•gVIP j7KT0 EXIST, * - '�'''''�" °'/"�0'0 �\ AMC !' MINIMUM FOR WALLS WRN NO STUCCO. 9:. STATE -- - - I L� EI C O t lE_e GLOBAL PROTECTION PRODUCTS. LLD. wR- R.I) IN CASE THAI PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOUR rzsT1lw a ENwMttRNP cOMII,NY MKK 1. 51 ,"AFT 0 OR I '' `�' •z OA- I ,,­ Fn• W. - - "w", Ira r - EXISTING WALL ANCHORS SHALL. BE LONG ENOUGH TO REACH THE MAIN STRUCTURE REHIND sUGH PA sV •�',\ «.. Rant w1- .. taR ",-1m AIR,I u0.)MR-Tars Fut ,rya.76®a»r 20-175 ANCHORAGE SHALL BE AS MENTO4ED IN B.I) MO IN B2) ,j,, ]IYAL � � .-M r.•wr ". OIMMIC Ia. All 10 •.E "`-" "`R-W1E u-000elle AN, . Nl/IIIIIII N ANRP A mv, .v., WE 1N[sl 1 K to CONCRETE ANCHORS SEE SCHEDULE ON SHEETS 9 THROUGH ,f LE INSTALLATION DETAILS FOR REGULAR PANEL 1 INTO POURED CONCRETE OR CONCRETE BLOCK 5TRUCTURRE MISTING POURED CONCRETE EXISTING POURED CONCRETE OR CONCRETE BLOCK OP CONCRETE BOC4 RE C•. ,F:Er. REQUIRED CONCRETE ANCHORS (SF- SCHEDULE ON //r>`; ( -.12f 1 sIaEETs s rHRovGH 1a) •, rr5- l2 j EXISTING I>aJREo CONCRETE OR . '-•_ "- CONCRETE BLOCK \ GONG O Cal REOU•RID 11, -iD.,' PUT, "I 1/<' I ,I - I/4• 1MAX, I,—, .._._ r aaF MA%,_ I I I , FD f- - I i CONCRETE ANCHORS :. 1 (SEE SCHEDULE ON :� V' SHEETS 9 TT1ROJp1 10 -r�ry I L �!.!F. I 1 1 L L - - I I 2 1p-.-7o.r ,0 1 MI- , . SAd I W.© I EXISTING SEPARATION TO GLASS t$EE SCHEDULE , i i V P OAIAAP D.E Ro, Fr14L Loan, .0 Y-n t' Ma.. CLASS ON SHEET 3) , PANEL LENGTH I 1 V I (SEE SCHEDULE I 1 ON SHEET 3) (SECRETE ANCHORS I / _ (SEE SCH£Du_L ON I SHEETS 9 I..Mr1 1-1 1 1 -(a) 1011 I OF 't' MAX I 4Y m, ,TAD eals 1 w a 6,/.' DL I j I ,f T in# '2' L._i__..J 1 I !- I - 4".... 1 10` 0.2mA KA 101r A a`As/.'-21• ss. s R/ NIn -u-F _ e 12 1/1/2,a0 . - 1• Mn _ 4 G LOCATION ELOCATION ALTERNATE CONCRETF L71151ING POURED CONCRETE ANCHORS OR CONCRETE BLOCK REWIRED. (SEE SCHEDLA.F ON SHEETS 9 THROUGM 10) QUILL' -OUT MOUNTING SECTION 1 5CALE 3/$.I- ED. - EDGE DISTANCE NQIJ FOR COVBtNAnDN of SECTION$'. (SEE SCHEDULE ON TOP k BOTTOM MOUNTINGS CAN BE SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. I e I _ L . C FAIT; .- _T -_ R SEPARATION :_r ATO GLASSI (SEE SCHEDULE R ON SHEET 3) 1 R ` i 9 I 11 I II I R It EXISTlw,A I GLASS R I i , I E.D I I 1 EXSONG PgNED_ i CONCREr OR I CONCRETE BLOCK 1 6 1 REOFRED. .. I 4) CONCRETE ANCHORS STAGGERED W/ STUD - (SEE SCHEDULE ON SHEETS 9 THROUGH 10) BR - ME Ta RWFL BON ome r4n , 1• MP.. PANEL LENGTH (SEE SCHEDULE ON SHEET 3) T, SOX OF 'L' MAX 12 1/Y CC I (1 E.D. 1 /An.AJ i STIOI TO CLASS 1 j C (SEE SCEDULE I I ON SHIP 3) i I Y I 1 T..J I EXISTING I i r c y .LAS_ 1 1 �! L i' Me. PANEL LENGTH (SEE SCHEDULE ON WEI 3) , 1 i ' �,�S-- - - � R APPIX,,BL.E) CONCRETE ANCHORS `J i I (SEE SCHEDULE ON - N SHEETS 9 THROUGH 10) ' W/ ONLY WHEN SOLI SET ! CALK-W ANCHORS ARE USED # W/ WHEN _ EXISTING POURED CONCRETE PANE OR CONCRETE BLOCKAREU SED. USED REWIRED. WALL MOUNTING •LDIRECT MOUNT SECTION 3 SCARE 3/e-I- "Dt0 w`'LOO' ec 24 GAGE GALVANIZED STEEL STORM PANEL 01WIN'IN \ ac aX- IL E C O IN GLOBAL PROTECTION PRODUCTS, LLD. Mcp 3.IT S, s1.EET rAMr. FL I r11,pT1.1CA 1URIM911". COMP_ w.mu" n.w .. 1ai.r­_ _-.1 µ1 P- (p4XMI (".INN-eals7 20-175 -. 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ALTERNATEOLEG CONCRETE INTONER$ (SEE SCHEDULE ON EXISTING POURED CONCRETE_ 1 SHEET 11) } i v f4�q�i a 1/.' Ot ' _ L� i _.______ __ (SEE SCIEOULE ON EX.SD G POURED CONCRETE SHEETS 9 THROUGH 10) _ _ _ _ ___ {T _ - OR CONCRETE (AOCk SHEETS 9 THROUGH 10) OR REQUIRED CONCRETE BLOCK REQURED. - r ._- - 1 1}M.T. UOI 7.4•) i KAMADEQTO OR EXISTING Ely (n �J REWRED.-,yTERNATE LEG % ` .- __I i 1 _ • Ya.. BEAM TO RE CERTIFIED RY Es EC - F.D., ; 2- : / LOGIION CONCRETE ANCHORS YIWD /ICADEv - i I �N--1 1 I PANEL LENGTH D ENGINEER OR EXISTING POURED S -. .- fl WOW ANCHORS GLASS ARCHITECT PRIORNIO SHUTTER CONCRETE REWIRED` e:: (SEE SCHEDULE !YI .� REWIRED { -_ . - 1 I ■�r[lKv/�Y�-.1 (SEE SCHEDULE _ _ _ - - a) �r w : SHEETS 9 TNRO,LH 1(14.. 1. ' 2 i SEE SCNEWL OA I I - 1 C-- - - __Af'._.- -- 1 ON SHEET 1 FT3R INSTALL TION. WOOD ANCHORS ALTERNATE WOOD ANCHORS - 1• M,n. - N11. 1u WARNER NUD (�.IL/7 5g �� �'Y4.. _ ' Y,. - E- 1 U 1%`• SN[F7 11) _ _ 1 TROT ISOX SPACER n/ir Y S"_.. I ALP - m- i "C�j.:. t/4' ' i - \'-EO---EO- / I . , ' ' - I / CONCRETE ANCHORS i-.:.L _ � s,Rr A Ion ) - ! - MAX. i - -"�= ., 1 n - L�R- I 2-_I4 7 OF (c Fc (SEE CYI (SEE I IEOILE ON R i/Y �r�2Ao.,�' o M3 1ri/ wn .- , _ , .• RW -.N,. 1OI II, OR T jY I 2' I ,�D LENGTH ( t �,{ I _ 1 .-_--r-� ' I SEE SCHEDULE ON - -- -- - I'- - I F - - , wooD HFACLR _ I F_ I 1/4 • 1 1 ( I 1 ,/r I - ' . 2' I REQUIRED u,T I `. : - __--_ J ( I WAX. WOW HEADER_.. - I t/2' --- _ - - - -- I SHEETS 9 ,ROUGH IO) ED Z' !� ' t Wt to.r ' i i 1 1 C _ _____ 1 - _.. _N__ __ - , REQUIRED , n _ 1 1 4•P-m.,' 1 (q L_ I 1 -SS jO1 IVD I9LT5 I 1 I I 1 7 7 [0 1 _- EXRS'TNG_J 12i) 1 .. I .,,- .._I •IF„ •WAD eafz A 1 E D W O e t/Y O.G , -/, i i Y Mat. I •_ - i -' . 4_1--- ---. -I I _ , GLISS A I WOOD AWHOAS - I r a e 1!.• o c R , - I , ' f PANEL LENGTH i ,' MAX. LONG ALUMINUM SPACERS O 12 1/2• 1 I _ 1 - GIAIAS�'f I 1 t i i E.D 1 1 (sEE SHEEDUI[ I I E 1 I i 1 1 _ (SEE SCHEDULE it)W1E ON U,. 1 _ i ON SNEER 3 I 0 C. (SEE TAB 01 ON SHEET I I J 1 I ,;4Y-2A1`:f� f 1 i Min. I FOR $PACER( t F MIn. I ..�. N 1 I I SEE '• TOR UMTAriOI$ TOR 1 Min. Iyyy1 [­ : \ 1 1,,!,` SEPARATION ( j' # $CHEOULL I .EPARAT701/ i %, 1� 1• INTO( I 1 1/2' LONG SLerm. ISEPARATION TO 1 1 % � 1 A3. a 31 r�t i 1 TO GIA55 1 �. 10 CLA55- N 1 1 l-� 1 O % 1 N 4 aaeNr 1 ON SNEERS I PANEL LENGTH I , 1E PANEL LENGTH 1 -1 GLA55.(SFF 1 ; 1 t 1 t1O mR iw.l itON TO CU55 1 I/r'r-m.t' (SEE SCHEDULE 1 tp4->Oat' 9 k 10 f 1 (SEE SCHEWLF 1 (SEE SCHEDULE 1 I t (SEE SCHEDULE 6 1 SCHEDULE 1 1/.'N-7a,t' 1 ( n. L _� ; 190n. a,O1 rx4 SEE SCHEDULE ON 1 As�ea wP 1 ON SHEET ] ; - 3.s. ears r i ON SHED 3) 1 ; _PANEL Mt FEMALE i0 OR PNIE.L MATE ' _ I 1 1!4••- 1- Me. ( 1 - A G 1 1 ,.. 1 E SPACER Ol 5110E-T 3) L ) PANEL LENGTH 1 SHEET 31 ,_ IIH rw rwlO. •i• Y0. WK FOR .Rla ON SHEET 3 /.'W-m.,• I PLUS (SEE SCHEDULE OIL SHA I I) i ON $MEET 3) i u �aatn W I SCHEDULE ON SHEETS SS 1 >9,1' 'l' MAX L 4 -- • r - r . SS rXR W I , I PANEL LENGTH 1 `W. L. (SEC SCNEWLE Y : 1 '( IEtcM IYAA r.41 PANEL LENGTH 1 -II E • ' f .t ux a ANAL . _ MAX _- _ em Oars REL 9 1 T '� lRI9N O,NI r-e") 1 1 A U I MIn I I Lf>oIN O.W T-!R L ' A fA OAIR 19n. F / ' ON SHIM 3) E%ISTI L (SEE SCHEDULE Ex,STIEG 1 1 N 1 , I MIISEioH OIOI T-.•) EXISTING 1 7O GL� I 2'.1' WOOD 1 PANEL H I ti j I WNN oW r-0Y (ON S1 ESET EDUL OPALS 10 I I T 1 (( ON SHEET 3) GiAISSTI - I �_(SE_ SCHEDULE - 1 I I ' (SEE SCHEDULE EXISTING CUSS .-r- i 1 __I -_i '-- - '_ ON -- - -- _ _ ..311��-2 r. - _ GLASS s I PLATE F�OUAED s ^ �. __ SHEET 3) �S i - i -1 _ 1 _ 1 I ' y�Tl ' --A'_._ --...�._ i i- _1( TO scNT 3) I sEi I AY ; 0 % L• 1 (/7�� I- " . - _: �� !i °N * 3) ; T DIRECT ALTOERNATIVE 2WUNT W1 CER '�A ; i T' 1 s� I ON SHEET 3) 1 MAX I I l'J MAX 1 -T C 1 ! T) ^ • I 1 -* ° KE 7/e." 1 1 V!i � I .O DE 1• 1 v 1 (� 4 41 S) T N 1 SOX 1 I -� l SEE TABLE %1 ON SHEET 11 FOR MAX. PANEL LENGTHS Y 1 a 1' I MINI. •tea 1 'Ej ED 1 (C+'OF 1 _ O T2 / O.C. MAX ASA OESRGN LOADS FOR THIS INSTALLATION. MARK • '1 1 O 121/2 CC _-. I ED LENGTH I t_ } . 1111 I 1 12` 1 1 1 MAXMA% 1 OF 'L - I 1 ' 1 : ' ---- -f- ' e 1 I 'n I 1 I .-.. f _. _ 1 1 1 ,� 1 O t1 1/T O.C. _ 1 I• h-MOLT• __ I I !`i ! ' -L 1. I 1 _ 1/Y S8'�j1OI IOA9 ea11 ---- L I - 3/{' • 12 1/2. O.0 - - 1- -- !.•4-xbr 1(D _. _.__._.- I /. Nl.P 1 I I l-_ NO FWiSHI - +- I 1 r • . t/.' aD IF IF NOO am'S . , ( . ,,. CONCRETE ANCHORS CONCRETE AACI.ORS _. _ - - 11 I 1 - 1 __- _ __-__ _-_.. ... __ ALLDwEO ; , , �-y r a T/e' 0.C. EXISTING POURED (SEE SCHEDULE ON ` I. SCHNEOuLE ON 77 -- I - -. - -. IIC�J} CONCRETE _' EDGE OF WALL OR SLAB SHEETS 9 THHRDUGH 10.., "4 SHEETS 9 THROtn.4 f0) a 9 i 1/8' TONG MO. ALUMINUM Ep - - �- I 1 I -. ST�AGGERE��SD III/ STUD ** N REQUIRED _ I ,. W O GADS , _ - _ .._ :1l4• ORISCONCRETE�BLOCKK EXISTING POURED CONCRETE LENGTHS PER SHEET 3. PANEL V4' w[X301. ---,^_^^'I (SEE SCHEDULE ON I 9•CO1 s. WY BE t /Y LOrC a _ ., KILT. CONDITION) - SPACERS O b / 4' D.C. VALID FOR - -... (+) MSTALUTXw 6 uwRO r0 A cut f oa. NwILUrw•s wiN IS-D• _ , _- DECK REWIRED (SEE ANCHORS .. _. - -- -. - SHEET 1 q YN' W000 PLATE CONCRETE ANCHORS_ � i�. REQUIRED, OR CONCRETE BLOCK -� 7 TkBQIC: i krAx 'MAIN AGOF ,R4aNr DH.S a A RESTIILTKw FROM AM Y,000 ANCHORS REWIRED SEE $SCHEDULE ON REWIRED MAX, LONG SEE TAB SPACERS 0 eArmm; IHEIun 0-mmNnY .D TED ON M "). -. {SEE SCHEDULE OIL ( - SA ,2 1/Y OC. (SEE TABLE /, ON PUTS REWIRED w00D ANCHORS I ' _ C'X." w00D (SEE SCHEDULE 17N 3%4• -.-... SHEET II) CIO 0- SHEETS 9 THROUGH t6) C___-- 1• MIN SEPARATION TO aAss ,NdunO i SHEETS 9 A 1D.) .I STAGGERED UL STUD a. snffT s Y.I DI RFDINOD to ,/.• As I f._: PLATE REWIRED Ili AWL MI E INWU u RE SPACED D AILAKA RATE FEMALE ,O OR SHEET t1) - - ..... (SEE SCHEDULE ON I LONG AS iNC FOLLOWING CONOnXAd ARE PAWL PA16 PL,ry) CANT OE 12 1/2 TMAT a N/4' OC. i (/11 `) SNEER 11) Ob.rLED RIM- TILR�21 e1s, RESIIFLTIOI TIED, 1T 1/>' O.C..r. 9PAOI.0 ALLaMEO ON �. 2' MM. - ' U W UILJN-� AND FLOOR M_Q_UNTIN_Q OU1LD_Q_uI__MQVNTING (') IMMYLA Aso m- rREssuRL SECTION 4 SECTION 5 - ALL__MOUNTING /DIRECCT MOUNT_ W/SPACERS_'11 013 RAnWR 6 -w, -es PA.1 (3) WAX 2. 0-01 AIL LD.cn1 5 ,_ D 10 6e• .1 AN WENNG SCA A_F 3. 6 SECTION ¢ I WALL�OUNTING /DIRECT MOUNT scNfTM 6 . R[sTRcIll TIED, R0[R PAIL ,ENcns ALLOWED a - STALE 3/8-1 (1) MAIAUII SrTIA PAIKi LENGTH 6 $CREDIT. SE6Y1 1,) FLOOR WALL MOUNTING 13) sm. PAWL INSTALLATION 6 MI ALTERNATIVE 2W (4)1In 2LOW SPACER COMPONENT p� � a CTm ON srEIIJNGAL�TERNATIVE 3W MOUNTING BUILD -OUT MOUNTING L. wro AH Dasn c Tom FRAME wAu SCALE 3/e-,' /2' ALIERiL9TYL_ 4_. VATA9 FOR ,Am 2O6 1. ' A,a ] AS pfrTNRD W AST, SCALE 7/5. ,' ALTERNATIVE 1 W - Two nc 2D20 (TU } YI( nGReA - - - - IIIIIIINIy11,1jA1j1 SCALE 3/8.,- KILO w91M L,`Y0N VALID OAI FOR WWD e.u, GORE [ fe96 STANIMAD Etxnaw of •uA1N'NrJ1,A� ,, eWZONES 06'. > a ! Itti11 ASN ( N A.WNINN �E�..:..r.�(,,, oA,AM A. TJ([/l ,y - ---- _ aI \TER A .11G(�ij'4+k - ---. -- ----._ ; �)ICENS, '.� I, LLJ aF' QS'.:.........,•. ✓ ',ice Q• " • ✓ NOTES. it �: VCENSF •.9 's FLORIDA BUILDING CODE Non Hi h Velocity Hurricane Zone NOTES: �;�'L\DENS '•.•9 s N(TTF FOR COMBINATION OF SECTIONc: - • N0.44167 s FLORIDA BUILDING CODE (Non Hi h Veioci HUFIHDone Zone C ( i FLORIDA BUILDING CODE Non NI h VelocityHurricone Zone O.44167 - i. INSTALLATION ARE ONLY VALID FOR MAX, ALSO. i e2oaX +XrFco. wE. rA 1 INSTALLATION ARE ONLY VALID FOR MAX. A.c_.0 *; ti Q f n>o 1U[On "c. TAIL = 'OP TTOM MOUNTINGS BE ' * E r.r. 24 CAGE GALVANIZED STEEL STORM PANEL NOTE FOR COMBINATION OF SECTIONS: z N01 44167 'c 24 GAGE GALVANIZED STEEL STORM PANEL N A BOTTOM 1 GS �I DESIGN PRESSURE RATING p.s.T AND PANEL LENGTHS q SITE r 24 GAGE GALVANIZED STEEL STORM PANEL PAIL„ e • _ r DESIGN PRESSURE RACING (ps.f) AND PANEL LENGTHS ____. COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 7 ' p•• •Q NQJ_E , 17. ,COMBINATION OF SfLT1GI15. - - �"- oT/n/>a>e TOP &BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR - - AIa o>n7/Fo>P i INSTALLATION 2. FOR NEW WOOD FRAME CONSTRUCTION: W000 �2E, - A10 '•�' - :._ Dr/ "w" Z E.D. EDGE DISTANCE -o STATEOF._.� ;�u--- _ _-, E � GLOBAL PROTECTKI PRODUCTS. LLC. aaF: COMBINED tri ANY WAY TO SUIT ANY ALTERNATE 2W'j 5� �'•• ATEOF•-• - _:: l �T1EE C ( IMG CIOBAL PROTECTION PRODUCTS, LLC. XAn MEMBERS TO BE SOl1TNERN PINE No 2, Wj SPECIFlC �s�, F '-• �---- /1�iL c. GLOBAL PROTECTION PRODUCTS, LLC. P,T{ (SEE SCHEDULE ON TOP & HOTTOM MOUNTINGS CAN BE ",,90 •. fE 1. ` -' ---1 .Mae s.R s1 s11at1 INSTALLATION , O F T - -� am sr. s+ sTlssr IO .w S.A. 5' Smm A` DRID wT lwwa-. E,.-irwok. CONrWT nvX_ FL 3331. ' 'F"• JDRID .. TKMr nOI` . A LMmr:EVILL 0 COMPANY, DENSITY OF D.55 OR EQUAL. NAIL FF• nu r nuru O a m 1X5LlANr SHEETS 9 & TO} COMBINED M ANY WAY TO SUIT RM' F' - •G\1�/`yL'9i]' TIN. ,oW W e,to. n M,4. 20-175 2 FOR NEW WOOD FRAME CONSTRUCTION: W000 U'ia ... r,1 t rA I!A ,�.,. Mlaea n AIIw OW[. 2 3nu ' n1N N,. 1 r tl r s 1.IRr waa1A n n,. IfA11C. rl s3su Z INSTALLATION. ,I, A .f% A H-. LXAIm�_ IN DIAL m-,sN T.wt: I.S...►a-(9SrR94,97 �4 S:'•••.r Innlu • / -- 20-175 'wi DILA% t . PW, ORNAW rte MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC 44y /( ..tGl ��T1 s / ^+-. TIN m_ eF,-,u, PNvsI. <w)r9-Ta46. rAc <We4yee6-e7s7 �20-175 1..1. psl m�-,.w .-pY} m-,u1 11��(Wa>eao-Tsa, rAI (9sr)ee9-enT Q FgrnMLLlt'V'-/Ma4tTDRENATE cA-a00a7Ii ELL No-Tum/wnrµ TER A nun u.PE RA 1>-w „w MKif 3 a Te DENSIM Of 0.55 OR fOUAI. RINI111.4 a-aw67n ,w"w'c M0 U-DOOf7I% r H,.R/IXLR NA •en a N Te JMATTER A Taj u., AS. f O 10 WLi[A A mill X. 'F .,AT SHEET NO. SH 1.3 END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE, CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REGULAR, LIFE SAFETY &._ E-Z HANG STORM PANEL At SYSTEMS ) 1 EI. ) I POURED Cow-nn N'i' • +Jr •® OR CONCRETE %oa OR `O 2' . 3' 403' 3,05 H-11 OR �A � •1 O ® 7'16'pt,•llfpo TIME 60e3-E6 �KWr CONE KW. Hy N19LE WITH /4S . 1 3/.' 1 �_2 11//2• :1uRCON 0 ,2' O.C.Pti1A,'PC:" j I' R 2%.,CIFUL,N COKRFTFpA 1'vi ,YOGI tAAW PD`JRED CONCRE,-1 ) 1/4•R . T 3/4' 1APCON •' AEOu.RLJ [CNCRETE BLDGI tl: - 7 1 2 1 FRAME ` OR� ANpfp! • t3' oL MD,' I' /- RE.4' FRDO'' ,. HAM/ AWNa[t 1 r I -:,:: ti.. S'"I ., \. Al/•• wP 1 _ I w:q,. ANCHOR I un 10 ALTERNATE lE0 LDGTOn ( 7' . I' ..oil _ ,� W 17' O.0 vAR,ES I i I` ( 1) .J 5 Elm Q e: L 41a 4a+ AHDF oR E ' 1 -W131 SHEET 0-1 ! FF REIF POURED CONCRETE, COLIC IF 2• x .• X .,2s- , 1.___�_ � , (- TPAE• EARL AU.I ITEM PUTS _ BLOCK OR r.4• WOOD FRA11E / ( ., , �.__ 1-j-., RfOUREO 3t05-H140R •••..� 2 If2• :-�. r 1 7' 1Mill ALLOY ! - - -i c art M n. / 1 t AWY. ANXi / u m. i . 1/A' . BOLT 4' 4• A 07Y - 0 12' INC. 3to5-NI. OR W93-to NIO` W/44CINUT Cant At- ANGLE CASE A (PLAN) CASE B (PLAN) CASE C (PLAN) CASED (PLAN) SCALE 7/4•-1• SCALE 1/4•.1• SCALE T/4-.1- SCALE f/i .1- I SOLID-ST OR GL.-N d1 ELM PAMELYR,E __A 11o1RBD 2*wc *Rw Ar RFyME q KC U h - � '© '`•l 0R OIOC, s BOTTOM NI SCHEDULE PLUS (SEE 15k PMLC COftRtT- ' OR Y..' FLOOD S'OES D OPE306 SONF111AE ON ETS 9A CONCRETE M.IN'1R VARW:S _ (MIN. PANEL S• I/o.i O & ® :PAVE RLyVWEO AS ARKKJRF ,D . „) OVERLAP BECOME 7•.: WOOD :HALF E. CONCRETERMIRED CDNC OPENING WIDTH, . POURED PCO IRE ',.., I •.,, . E E E . __ REOUFREp ., - /// e % --- _._-.-- ; - fl © ,,� � •` • , • 1 I VARIES w f 1 REAR ;UTgiW'� o Y`ARONNT & rD S wL I SAL (NEVER cut END PANEL) .-_ s-'C ..1_--��'f° I— K - ILO DISTANCE I" TNaOt ._j,V�` i(TIP ) , E _ t • - 1 �'—,'\ - "__ ,.ti-,auan;.4g»-J j4..FFDOI,AIM1r CASE G P '`O`L .e om CHIN � . a,. A. T1[(Jj •,, SCALE t /4 .1 "O"s`R °° _ i" \_,� 21� ''0CENS '•• 10'-, VALID FOR DIRECT MOUNT INSTALLATION ONLY & ` F C CERnFlED PANEL INSTALLATION AT WALLS M/ - :• No. 44167 '. SURFACE LEVEL VARIATIONS WITHIN 3/4• _- * * : f 2 FLORIDA BUILDING CODE Non Hi h Velocity Hurricane Zon. CASE E (PLAN) CASE F (PLAN) - F .'� - a16,01.IEG0. Re, 1.R. - �''. y, 24 GAGE GALVANIZED STEEL STORY PANEL • CA- In, SCALE 1/4--i' SCALE ,/.'.1• ;'-,O-* F[ORID�',: \,Lyl['•:r 1 mn, n.,D c" / . '11''//,, ' I L E C O 1Nc LL GLOBAL PROTECTION PRODUCTSI LLC. 0,3E. NFNNN FIND 3X. 31 gittm TOUT T- B CHWN[EMMp CO, R. I "2/�'•6i 4�;, �Isei.rp-,MAP +NM' n �N, PNONC. LeS ORAL IL FAX SfH)a6R-n,NI 20-775 •.E SW,19WlMU.El01Y[ .VL,FX A 1RLR Ar., RE Fs .__..._ Fr YF[Ti 6 01 Ifl N, MAXIMUM A.S.D. DESIGN PRESSURE RATING .s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL 11, INSTALLATIONS INTO WOOD STRUCTURES (VAUD ONLY FOR PANEL tO INSTALLATIONS AS PER ALTERNATIVES iW THRU 4W, ON SHEETS 6 & 7) MAX. A5.O. DESIGN PRESSURE RATILG (P.A.f.) MAXIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 a 7 AP,L"ra, ,ERfYA ' OF THEM MAXIMUM PANEL TH LENGIV (n.) LAG SCREW PANELMATE FEMME 1D PANELMATE PLUS WOOD BUSHING blF 13' 1J' 13• ,3• W (TOP) tr 1J' tr 13, IV (eD,tGM) 5 1/2• 5 I/2• a l/2• 8 I/2' (TOP) - a t/4• 12 1/2• a /4• (WnTT S'-O• OR --6" — r r a' - s teDROh -45 `I^� 13, IV 11 IV (BOTTOM) 13' 13• IV 13' 7J• 11' 11• 81/2' ITS (TOP) _ T3' _tS• tr tr 13• e• lW (sonoY) 61/2- 61f2• 61/2• 6ln' 6,77' (TOP) - - 6 1/4" 12 1/2• 6 1/4• (BOOT-•) >0•_0• TO a In' 4' _ 6 In' 6 in• _ 110P7 ,4•-4 4 1/Y a Tn• Y T - 30 (BOTTOM) ,0 ,/2` 9 7n• lY 12' 4• S B OOP) 't3' 13' ,3'_- -- 13• B I/2' B (BOTTOM) • SEE TABLE /1 FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER ( IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 MAX. A.S.D. DES" PRESSURE RATING (O..J_) MAfIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEENS 6 a 7 APPLKMLE TO TD WTVE� i a ANY CO�RQNNATION MArIMUM PANEL LENGTH (n ) TAPCON LAC SCREW PANELMATE FEMALE ID PANELMATE PLUS WOOD BUSHING 13 • IV • 3 W 13• , ! ,0 MR) IS' IV Ir Ir 8• tW (80Tw e //2- 6 1/2• 6 1/2' 6 1/2• 6 1/2' Iw (lop) - - a 1/4• 12 In' 8 1/4• (BOTT •) ate' T 7 1/2• B' 6' - ^ ROR7 (CBS 7 1/2` r r e• - 3W (BOTTOM) IV Ir IV 13• Ir (MP) 445. -45 �O 475, -7! IV /r 13• 1r Ir 4W (OMM) IS" 13• IV Ir 10• Ile(TORN IVIV13,13'6 Ile t0 (90TTOM) 6 f/2' 6 1/2' a 1/2' 1 6 1/2• 6 1/2' (TOP) - - 6 1/4' 17 1/2• a 1/4' _-- ____ (BptT.•) >S'-0• 7 y' 4 If2' S' 7 1/2' 7 ,nnn� (OP) . S• 5 t/2' 8• 8• 3W (BOTTOM) Tr 12' ,r 1!• 5 1/2' _ IX OOP) tr __._. !!' 1Y 1!• lo' 4W (BOTTOM) SEE TABLE E', FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER (S USED. CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 Ie8LE1i e A.S.O. DESIGN LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS W-8" > 40 PSF TO 50 PSF 6'-2` > 50 PSF TO 60 PSF 5'-10' A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE ALE ID OR PANEL MATE PLUS ANCHORS & Wf 9P SEAFWT11j 1/2. O.C. 7.7 3 •�: J,CENS ' FLORIDA BUILDING CODE (Non High Velocity Hurricane Zon _ N 44167 c, z 4jpj0 TI EOn ° 24 GAGE GALVANIZED STEEL STORM PANEL I aRM1I 9Y - * ATE OF * _ _ _ -- 1 I iwc GLOBAL PROTECTION PRODUCTS, LLC. DATE vX I,' ,(:' - / j�'- '•y,OF^d'S DRIDLN�'�� / / - C • • rMo a waFN[ER.a Zo_A I FeOc sw SI ., F.: A`n-,`ry-I„',`e ".°r , A"F. o" n , h Uil m PFU,E (63.XfIP-TMi fAY-. 20-175 11 ('• ' /A11, DAlt .. CA-NWIi19 rFAFFFrM• O 40011 b: 1111.rF1 I W4RR A TRN A. PE LaR fF-u1 0. NT7 M� 11 CR 1 I__NSTALLATION._DETAILS FOR LIFE --SAFELY PA._N.E�� tHTO_POURED CONCRETE OR _ CONCR TE BLOCK STRUCTURES I/4'. TAPCON EXISTING POURED ,/.•. 'ARCO. BUSTING POURED ANCHOR 0 9 O C CONCRETE OR ANCHOR O 9. O C CONCRETE OR y , CONCRETE BLOCK CONCRETE BLOCII 5. REQUIRED. REQUIRED } f VI ?•' I I t/2• )/4' T t/2- I 11/4' wx. ED. I y 1 (t , N fl 0 EXISTING," 1 1 i /1'F 3a1 En flan . , GRASS �, Nw, ,/.. II 1 ,TMn,1 AGING r-4•) I a 1 I i 1 V Va.. I '' I PANE. LENGTH p 1( ; (SEE ELEVATION 1 N .--SEPARATXN:- 1 ON SHEET III tAI PASS ______] I (i/7 L!a EKNCNG POURED I I ( 1 CONCRETE BOR CONCRETE BLOCK 1 LOCK I r t 151 1 . REQURED , I le •. •/f OL T/4'. PANELAMTE PLU'> SECTION R-3A ANCHOR 4F 12'Ir GE O REGULAR PANELS SEE SHEETS IS a 16 FOR ANCHORS TYRE A FACMG FOR MSTA:ATKTHS Nn0 Wo00 FRAME BUCONG4. MINuM ANC"C' SPACt.aS AND wNWW CODE INSTANCE ARE 'I',ED ON INS SCHEOL:E- 'CA E.D LESS THAN MDIATEI ON SCNEXLE REDUCE ANCHOR FAONO 6T Mul1a>.Y.NG SPACING SHOFIM DN SCHEDULE BY THE FOLLOMNL _10a5 FOR THS OPERATION iC K ROS54XE_ MOLKEo sPA1NG IxitANED L;51M0 FACTW SNKL NOT BE LESS THAN MHWM SPACING MOIGTm FOR EACH ANCHOR TYPE ON TH6 SCHEDULE JACKSON rot TARIXW - RAW . W ANPa. woo" 0..) 3 ] •R.nrw A.4. It'AWw I..) 3 3 ACR^ Q 09 uI;ty we= ''Ir I x - _ 1 "'Fa---- DAI - ° . _. _ 010 ,.m _ n I Min 0-'iFF'4NATION II ID GtlS d u S GC! EAAS "TIN,-, N ew n- n 0 N X 'j CC+. - CONCR' REOWHFU t t_tt SR 1/:0 PANEL LATE :- ANCHOR (BEYOND) WALL MOUNTINGS SCALE 3/6-1' 0LANktIp A. TI[4 ", T g3' �10ENSF' ✓9i 3 * .*: .a'•. 9 . s0c� 4 - STATE 0 : ct F. RIOT — � F'a F E a NAI�I. 0 NN/IIIN.IININ RE SEA/StORMnMt/DATE ,l�1w,' 51 ea.. ..i I "` MAIL 6' PANEL 1ENC`1" (SEE ELEVATION I ON SHEET 12) In 6• I I - _® I MM-M 5.ECIl4L_i-30 Q -LIFE SISFETY PANEL ._a T1uECO. PC IL E C O LINE 'CS . . [ FARE RF.G CC G-0NN671R FINfEA A TRW ., PE FL�NO. LK. A FFt67 24 GAGE GALVANIZED STEEL STORM PANEL I... DAKA 9Y — .ORAL PROTECTION PRODUCTS LL:C. 4 Oi ,1 / 3W0 DARE NAND.w. 31 sD oL+E, " w+` 20-175 AVM: (ON)OBa-PS.S, TAN: (fl64XIM-fl79) a,- I - ­ Nam- I - OfteNNc IN: MAXIMUM III DESIGN PRESSURE RATING jp.s.f.) AND CQRj2�5?0_DING MAXIMUK_IICL1CDU_LE FOR REGULAR STORM PANEL i; INSTALLATIONS INTO C9NCRETE d( CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANEL( INSTALLATIONS AS PER SECTIONS t THRU 6, ON SHEETS 4 & 5) MU A.S D DESIGN PRESSURE RATING (Pas.) MAXIMUM ANCHORS SPACING FOR MIN E0. PER SCHEDULE BELOW 'IPP, E IO a COuar4r01ON Of 7/KY WANUM PH1Fl LENGTH •L• (n.7 AMA A.S.D. DE54N PRESSURE RATING (P...f.) 1AAXIMW ANCHORS SPACING FOR MN ED. PER SCHEDULE BELOW ��,E If a AM W.eNw71LrN a,HEY MAVMUN PANE LEHGI- .L_ (nJ TAPCON SOLID -SET PANELMATE FEMALE ID PµF1MATE PLUS ZAIAAC-44UN CALK -IN TAPCON SOLID -SET PANELWTE FEMALE O PANELMATE PLUS ZAMAC-NAILIN CAtX-IN m m jLwNCFRtE'Pe, m EIcO.MT,,,n,fi ro ro ro ;cauCRE•[E ro no ro to m to OrOISn m i00NCIElE ro IceAM ro oOFFpe7[iC6NTt$TEIxBAiRIr'6YQh ro 1 ro TIT r45, -16- OR LESS 1Y 13' tY 1r IS` 13` 13" I it IV 13' 13' it , (TOP) (BpTrOM) S. 6• OR LES_: +43�-q ..e3 -as I 13• 1r I]• 1r 13• 11.BLOCK 13, 13• Tr 13• Id" It 1/2 I OOP) 6'-6' OR LOBS tr --i-r- 3; IS' t]' tY 3' U' t! 3" IS t3 tr ,J` 13' 13' Ir ,3- Ir 13' Is' IV Ir 11 in I (BOTTOM) ,Y ,l' ,S IV ,r t]' 1! 7J' t3' 13' t3' tr 2 (TOP) 1 J tJ Ir , J rr r ,r r 7 1 r u' 1 3 It 1 n 7 HOOP ) 1r 1r IV 13' 1r 13' IS' ,r IS' 13' ,r 1]' 1 (BOTTOM) 1S' t!' Ir Ir 13' IV 1r 13• 13• Ir Ir 11 1/2'12 (BOTTOM) tr t3 Ir ,3 tr 13 tJ' t3' 13' Y 3' IS 3 (HOP) IJ' 13' ,3' 13' it 3' 13" ,J tY 11 IY tl IJS 3 (TOP) - - 12 In 12 1/2 6 Ile 6 1/4• 2 1/2 12 1/2. - - 6 ,/4. 6 I/4. 3 (BOTTOM) - - 2 1/2.12 1/2 0 1/4- 6 Ile 2 //1 2 1/2 - - 6 I/: 6 1/4. 3 (BOTTOM) a' r e• 6• B• r 0' 6• 6' r B' 7 t n t (TOP ) a• I 6 Y / e• e• a' 6 1 • n 6•' , T Y / e• 6' B' 3' 4 L10P ) IV e -- - , tr d r a - e - 4 BOTTOM ( ) a' - 13•- IJ' -- -Ir_ , S a' r _.. 6' _.-_ .-0' a' 4 (eDT,o10 -- Ir - Ir --- Ir tY + ,r - 13' 13' -- Tr Ir --. 5 (TOP) _._ 13" ,13• 13• T3' `y,rV.,.- " IV IV 1 3 1T - 6 1/4' II ,j2 ,1 i / 2 Y If2 a Ile 5 (HOP) e OM )_ (BON*3' 8 LOON 6 (BOTT.••) -- ,Y u s -- ,r -- ,r , s 1 r - t ' s r T ' 3 t!'_ --. BDT10 M ( ) t3' 1• S , I• 3 I',' !3 _IV i 3 13' ,3' t_r _ 13• t3• tY I3' ,J' tr ,3' 6 (TOP) 13•_ Ir tr 13• _r ,r lY ,r• IY- --- 1� - --- k13' B 1/4• 6 1/4'. 6 1/4• - - - _ - 6 Ile' 6 Ile- B .») - - 6 1/4' 6 t 4' 9 1/4' 6 /f.• - - S• • ,! , 1 D n ,r Y , s r 7 2 / S , n , J 4 , n , (TOP) W-6• TO I4-. 13' 6' tr 15• ,3' e 1 n Ir 1 6 r 9, n I e 1 ! IY s I n 1 (HOP) )IV-6' TO 61-6• Y ,3' 13- Ir 9 1/2 lr 9 1/2 10 1/2 7 1/2 tr r t (BOTTOM) Ir 7 I/2• /r IV it IO' 13• 10' W r 13' 6 1/2' 1 (BOTTOM} 6' tr 10 1/1 13' Y Ir Y 7 1/2 S 1/2 Ir 4 1/2' 2 (TOP) U' r Ir lr 13• a t/2• tr 6 1/2' B t/2' a 1JT tY S 1/2' 2 OOP) T _'- 7• - - . 3' ' - Y ---7' _ 5• - - it 13• IY 9 1/2 ,Y ' 9 1/2 /0 1/2 7 1/2 Lr 6 1/2• 2 (BOTTTOM) Ir 7 t/Y tY fr 1r ,0' tS t0• 11• a• Ir 6 1/2' 2 (BOTTOM) Ir I3' -,Y 9 1/2 IV t 8 1/2 10 1/1 7 t/1 ,3' 6 t/2' 3 (TOP) Ir 7 1/Y /3' 1]' tr 10' ,Y 70• ,1` Al it 6 1/2' 3 (TOP) t3 t/2 17 ,/7 0 1/1' 6 i/4' 12 1n'•6 Ile - - 6 1/4• 6 1/4' 3 (BOTipI) - - 1 ,n 1 t/2 6 1/4' A IJ4' 1 1/ 11 1/a - - e 1/4' 6 1/4' ] �3TTDM) 6' 1/2' T J 1/T r . a' 4 tn' r 6 1/2' 3" ROIF) i 1/2- r a' r T r a' 4' 4 1/2. 3 1/2' 6 1/2• 3" 4 (TOP) r - d• - r - 19 5 In' - 7 1/2• _- 4 (wrill r - 8' = r - r - 3 t/Y - T 1/2' - (wren ) U' 13' 1r 9 /n• /3' ln• 0 1/2 7 ,n• ,]" a' B (TOP) 13• a 1/Y Ir 1J• ,3• 10' fr f0• 11' 8' R 6, Tr ,3. . 0 In• 6 1/Y 6 (TOP) 3 (BOTrOM) 13' t!• 13' 9 tn' 13' 9 ,JY O t/Y 7 1/2' Ir 6 //2. 3 (Bal"1011) tY a t/r ,r 13• t _ ,0• it /0' lt' 13 • , I 0 2 ! 1 r 7' 13" i T 7 1 2' ! S 2 ' J ,r e n - , a (TOP) ,J' 0• Ir IV t 3^ a ,;• _ _ /2' ,' 3 a Y f 4 2 / S a _/ 'A ,/: 6 (TOP ) 6 (BOOT-••) 5 1/4" 6 1/1' a 1/4' a 1/4' _ _ _ _ a 1/4' 6 1/: d (BO'iT.») _ - 6 1f1' 6 i A' 6 t/4' _ _ SEX SHEET 11 TO ANCHORS TYPE a aP/CAK FOR IM;TAW.TINFS WTC WOOD FRAME SUILD.NCS MIMMM -DID- SPACaXi AND IOU 11 EDX DISTANCE ARE RMOCATE'D ON I•IK s HEDLI,f FOR E O LESS T,IVN #00fITED DW SCHFOULE REDUCE ANCHOR SPACMG BY WADI't YWO SW-D 5•r06H OK SCHEDULE BY THE FDLO.NO FACTORS FOR THIS OPERATKIN TO BE POSSRAE RED QM 5P " OBTAINED LOSING FACTOR SNKL NOT K MESS THAN MFdWLK SPNRAI FNDOA'M FOR EACH ANCHOR TYPE ON THIS %.EvLkx ANCHOR TYPE 1/4•. ,wm. Ile. 1R0-ea /4 ,/.'. 1/4•. B.11Cr0eY - 1/.•. OMIK-F fw 3 3 3 3 1 'Ir1 ,n WNMUM Mc.ok SPACING Da.) M31MUM MOW...� XCIE 0.3 3 3 t/Y Y 3 3 ,/Y ] BRITARE, R0.1 aAX:XvX: aml ] 3 IT 3 1n• 3 ,n 3 In• AL' M ®al FACTOR , tn' a_n 11 _ _ -. ---• _ _ _ _ 1 +/r net om - - - - __._._ N3e • 0.f0 OA__ Im , 1/7' - - -- - taN - , D6 - Ib IMq •'• SPACINGS ONLY VALID WHEN SPACER iM T t F Y V 9 1S USED. SEE OR AIAX. AS.D. N S MAX. PANEL WHEN SPACER . USED. DESIGN LOAD & LENCT TABIF di n A.S.D. DESIGN LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS 6'-B' > 40 PSF TO 50 PSF V-2- > 50 PSF TO 60 PSF 5'-10" A MAX. PANEL LENGTHS ARE ON Y VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ (M SPACER AT 12 1/2' O.C. 24 CAGE GALVANIZED STEEL STORM PANEL ram. DR,RN IN. _ORAL PROTECTION PRODUCTS LLC. DTni/a.1. bMc ♦BCD s.• ,1 St1EE1 OWK tt. 133'. MOH` (6,F144t-PSIS FA (ft.)."-gm T--- I .A. - .. -- I - M-4 ... - ANCHORS (SEE SECTIONS a ATUNATNES ON 94CM 13, 14, IS 6,16) - - - __. -. - __ - _ 3- MAX. R-IA/13, R-2A/13, R-3A/14, R-iB/I& R-28/13. R-38/l4, r MAX. D.If , -MtR-HAW/15, R-2AW/15, R-3AW/15, R-18W/15. 1-211/15, R-3BW/16. _- O OTO -_ __ --- - - -- -- - - , . - _- -II 0 O O O O O 0 I� -... - 1 I_ _� �. ____.___ ___-�____-_ ___�__v----_____. 11 i I l I, I I i j i i-- ,I 1 I 1 1 - i L/2 j /4"ll SS. BOLTS W, � : I t- (USE FOR PANEL LENGTH MAXI O OVER r-a7 OPANEL LENGTH PANEL 8'-B• REGULAR STORM PµEt REGULAR STORM ( OVERLAP O PANEL LENGTH BOLT) 0 .40.0, -40.0 p...I W R M P'' 1 ---- ----'-- s ----.. -----I------ ---' --------------- 1 UFE SAFETY SCORN PANEL 7'-e' 0 .50.0. -54.0 D-R.t .twro OVERLAP EN0 PANEL LENGTH IOIr . 1/4'0-20.1• "'{3^ - - - - -.. _ - i. _ A - USE 2AT8µMN�PSLENOTN �VVf 5.5. BO175 W I _ - AT EA -., Jf I ., . _ -._ r I ...b. 1 _. .. - __�_. CHI C.. I :. -_ _L,._ _ -.__ - - _... _� . .- -.-.-.. _ _ 6 I_ _ (1) NOTCHES AT STUD .__� ,____. __ - L;'_e__' ____ __ -,----- (. L TION O LIE SAFETY PANEL fX)TTam CORNERS O I , D.M.. 3Q. -- - OE O NO AT EXTERIOR WING NUT AT }' YAtt LEFTPANEL iiCLi�l]LSCIIII ROHIT PANEL 3' MAY; t INSTALLATIONS OMIT VALID FOR WIND I. MN. Ill R-2A/13, R-3A/14, R-28/13. R-38/14, 1' MN. SPEED UP TO 170 m-0•h. 4il,*R-",1GAW/I5, _111,R-1B/13. R-2AW/75, R-3AVN/16. R-1811l R-2BW/15, R-38W/16- _ --ANCHORS (SEE SECTIONS a ATERNATNES ON SHEETS 13, 14. 15 a16) - I/4' MAX. GAP LIFE SAFETY STORM PANEL t _E EVATI (t) ` .-. SCALE 1/4'.I' ' r 1 i REGULAR 2 587• ( ) REGLRAR STORM PANEL (MN OVFPoIP ,.it l vAl1LV) v STORM PANEL ' E .HIS 111" N / . r , / e LPL lit , 4 e �� Y I MAX. OAP f.Ars. L1C 1 -ENE R APT 4�9 ==:, L/ = ,. LIFE SAFETY PANEL * - • It _- FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone _ -�. •. F : Q• : mono TILROOL NC I.R. EXIERIOR I. FS:,. <ORIOA .- 4(F�,•`• 21 GAGE GALVANIZED STEEL STORM PANEL DAWN N /pN ..... N � �` I ' N I L E C O y el l \ GLOBAL PROTECTION PRODUCTS. LLC. 6i/'-/3We `Q`� SECTION A -A iWA��T End a CKIRRic two, coLRANY' .aoo _• ], STREET SCALE F/4--,- / 'f'> ,.... c>m, F;-`I:,m°F �`ami ` a1'-!OHMMIorE (.sNleei6a. rM'Xl�bb.xes-anP 20-175 PE Stk/DGW]IIHE/MTF rA-DDo6T,R Ass DeRam F. RAL'"A MINA PE - R CA LIS 1 6) 91QT F7 Cr 1fl INSTALLATION DETAILS FOR LIFE. SAFETY PANEL_ 1. INTO WOOD STRUCTURES - __ . -- I — _ WOOD HEADER WOOD HEADER + �•. _ _ WOC NEVER R _ RCOLARCD a REWIRED - REC F.. ` - REOUwo .. r__ 1JA'1 TAPCON •/4i IAPCON) �_ T.jL - 1:e �APC-p: f___- "40AP{ON -i ANCHOR 0 9' O.C. i I ANCHOR e r D C i " ANCHOR 0 9' C L I 0 9. O.0 1 02 • F . . - I/Y ./A• ! I ./2- , r,l,. IJ2• . 11/4. I IT /4. I MAX .I �. MAN. 1 MAIM_ _ _ _ 1 _ _ S "R I 2• - I 1 7. I 2. -'---I . 1 Wn. L.I ) _ I, H Min. 1 I1. I -__ 1 �77 C ; r— 0 I 1 �/ • I .i/is ears . R I p A I t/a'R-tp,+• pI15Tl R I i •/0.@1M R. /' I E 4 EX[STIN�,-� • I 4S WRn W n' Y _ I I A [A N cuss /.. r I weOR1•`ML� ei.Ks --n i rC f'. pE EXISFI n 0 ` I ,aCa� OAP T-41 6 r 1 p I LOAM nett T-01) CLASS II i H t' ( p , '1• MAX II I II 1 r ':• MAIN. p 1 Ft ,A 1. , 6• PANEL LENGIN 11 t - - - L _ _ - i _ 1 PANEL IFNl:7H 1 T ' _ _ • / p L YIN.. t (SEE ELEVATION 11 I { i` Mm. fi b- SEE ELEVAION 11 1 ' PANEL lbACtHH it I } PAWL E VATIC A _ '(SEE EIiVAT16H I 1 ON SHEET 12) N _._-. - _ 1 _ IA .- -•- (SEE 4MT 12) 1 I ON SHEET 12) .- _ . -_ _ _ 6 j ON SHEET 12) X I -- I p -1 O ON SNEEt 72) Y 1 , 11 I'- 1 c •A-,- - _.--T B--SEPARAnaJ- ' V .' - -..,- Rx•�EP 1 1 I MN f n D cuss. wn. r 6 TO G%-0 I L/7 d- 7o GlASs. -� n i 9-SFPNMTOH 1 ® V 6' I 1✓a 6 TO GLASS I �� 6' 1 _ I i �' I I a r EI .. i 4JB8CS,D'r",, 7" ,0. 1 -i d33� - ._ "I /1 EC 1 ..-.. 1 ___ 1 EO- i ES qP0 Na E0, -1_3 __i_ _--_ .. __._ - _ _!„'---' -._ Oars N/ I -_I :.:..1 • I 4 1 • 1• WOOD ! FR tl ,n Dc €O ,n. �4•`Fn .. 4 ) PLATE Ban aR6AN]uEO/Ao t H4'0 TAPCON 1'4.0 TAFCON REWIRED �4'• tAPCON 1`.4' WOOD "�1---�.. W 12 ,!1' o,O ANCHOR 0 9' O.C. ANCHOR a 9` O.C. I ANCHOR O 9. OC PLATE 14 0 TAPCON STAGGERED W/ STUD STAGGERED W/ STUD i REW1tKI) _� I:,. � - I µCNOR O rOC.4' WOOD i.. 1•M'WOWI . 2p - FIOUNED P. RED j ALTERNATIVE R-HAW ALTLRNA_7JY1 R-i$A� , 2A AIiER�TIVE R-20W O REGULAR .PANELS 9 ilf�_ S�FEJLPANEL O RO R GUR TAR PANELS 0 LIFE SAFETY PANEL WALL MOUNTINGS 00/IMI41414 W MOUNTINGSrAILL SCALE 3/8-1• / SOILE 3/8` CEP p: T!.[/y =1 NaIIK 2E5 2 1, INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN P RATINGS ..1 AN PAN RESSURE RA NGS e D EL LENGTHS AS (P ) - PER ELEVATION ON SHEET 12 2. FOR NEW WOOD FRAME CONSTRUCTION. WOOD MEMBERS TO 8E SOUTHERN PINE No 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL ,1 . CEN$ s. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone ' rof.- %yy1 - 'O. 44167 = -- - ' STATE 0�` i . FCOR11]1-. •'' i.s Z•D% 'Sl(� a3D,0 TAIELO, ac. I�C O IMc. 24 GAGE GALVANIZED $HEEL STORM PANEL fJ. DNNWI e< q OBAI PROTECTION PRODUCTS, LLC• {MOO S.W. SI SIR M wNF. FL 313,E . MA)wo,`a' F6. FAX. (93.1665-.1 M x.,. m/ w R TKIrc•`- T"' [STYW#�i �a I INc caW .+-. (.:.1-1Rx 1H : ,Imi. W._.. _ fA- TFULF O FYAIEX A n{Lff Nr., P.E Knew LN. F., , 2D-175 nUA1FO Na. •R. 1.AIFa 4,. w /IIHIH1tI11,E GNATVAF/OAR W N-r. MR[i t5 O II MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.s.f.) AND CORRESPONDING MAXIMUM ANCH,QR SPACING SCHEDULE FOR REGULAR NORM PANEL 1 INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRIUCTIBES (VAUD ONLY FOR PANEL QI INSTALLATIONS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 & 5) AS.D DESIGN PRESSURE IMTMG a./) III,MAIL MAXIMUM ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELOW APPUCABtE 4:1XI. Mxxw NC .I . ." AS.D D61GN PRESSURE MAXIMUM ANCHORS SPACING FOR MIN E.D. PEP SCHEDULE aElOW �'`NV'BLE TO d IF ANY OF THEY MAFNUY PANEL LENGn -L.P. TAPCON SOLID -SET PAIEI.MMiE FEfAKE ID PANELMATEPANTI PLLl6 ZAMAC-NNUN CALK-N TAPCON SOLID -SET PANEUMTE FEMALE 0 PANEIMATE PLUS ZAMAC-NAIUN CALK-N OB.AOE mF1oelE koHE.WER FX1FOa1E C91DI[1C mNoetC= IXxnc,[ fxllrO[A, - >463, -65 TO .73. -7a IS• 11' 13' /3• f3' t3' tY Ir i]• Ir 13' ,0' 1 OoP7 1._D. OR LESS 1 -76 .n9.-1116 13• ' 3• 13' 10 t Il' a ln• 13' 6 1/2' 7 t/2 S ,/Y ,r 4 1/2' 1 90P) Y-8' opt llS9 13• ( II' ,r IS` Ir fr 1r 7r IV 12` IS. ,0• t (BOTTOM) 13' 0 1/2• 13' ,r ,r e• IV r to' 7 1/2• Ir r I (BOTTOM) I• 3 t ,• t• 3 ,J• 1• ! ,r ,• 3 is ,a• I a , • 3 , r a (TOP) R 7 tr r fr TO , • n tr 6 2 / 1J• 6 1 / ! 2 1 n ,- ! n (,OP ) 1]• 11' ,3' Ts' Ir lr 13` tr Ir Ir IY to, 2 (BOTTOM) f3' 1' t3• IS• IY 9 If2' t3' 9 1/2- 0 1/Y 7 t/1" 13' 6 in• 2 (BOTTOM) 13' If* IV TV IV 13, 13• lr 1r 12• 13• to' 3 (TOP) 1r 7- tr 13• it 9 1/2• Ir 9 I/2. 10 In• 7 1/2• IV r 3 (T'OPI _ _ 1 i '1 2 1 2 2 e l "s• / 6 / 4 • t2 1 't2 n t 2 / _ _ d/ / : 14' 6/ S (BOTTOM) ( 7 _ 2 n 7 2 ! 6 ! 6 4 / 2 n 0 ! 6 ! ! BOTTOM) St. 6' 8� fl' !. a' 0 1/2' 7^ 6- C- 4 1 • /a 4 .STOP)_.. r __ e'_ 13' !- ._ Q" a 1/2' s 1 • ._n - r ..__ r 3 I _ /?" - r _ s' a• - _ 1 + x ! 3, 1 6 2 � i 2 /s 4 (roP) t (110TTp1) 8• IS' -fli �' - -. 0. 6.: - ,d• D'. a' _ e• _ �' ,_ = A (BOTTOM) 6 jY' - . Y -_ 13' _ 1$ 1Jt Il• t3• t3' 1!' ___.... 19' .. t3" IQ' 3 (TDP3— B In' T3' ,3' tl' _. A' U' O' ,r 7 t/Y 13• 6' --6• 0 7C6' - 3 (LOrtOY) ri' 13' ;3-. -. ,r ,r ,3• ,r 13 -,x• -,7 _F.,�R/,_*_�__- s (eOTtoM) ,r. Y t3' 13• ,Y .. 9 ,!r Ir 9 IJ2' 10 In_ 7 ln` u' 1J' _. _�--- 1U' ,r 73.. ,J' 13• 1J' 13' 1Y �is, OoP) tr e• t3' 10 to Tr 6 1n' Ir 0 IJ2• i I�x' _ s ,n' -- IY 4 ,n• 6 DOm - 6 , 4' - 0 IJ4' -. b ,f4 6 1/4' _ - -- _ -- _ ->.7A a 1/4- 6 (BDTT-) _ _ 0 1 .' ! • , a• 6 ,14' / b 1 4• / 6 1 C / 6 1 4- / - - a , f• / 6 , 4' 0 (Wff.-) 1]' 17 1/2• Ir Ir 13" l0• Ir 10• 11• a• 1r a I/T i ) >D,-D• TO 6 -0 Ir s' 13' 10 1/2 IV a 1 • I]' 6 III` 7 1/2' s 1/i tr 4 t 1• , ) >D,-6- TO 'T-6' IV ,7 1/2' 13• 13• ,3• to 1/2 Ir 10 1/2 11 IJY d' it 7' 1 (BOTTOM) lJ" 6 //2• 13, Ir Ir 9• Ir 9• f0' 7 tn• I3' r 1 (BOTTOM) 13' 7 t/2' lr IV IV to, 13• lr 1,• r tr 5 Ile 2 (TOP) W 3• Ir t0 ,n 13' 6 IJY 1r 6 III* 7 1/2• 6 1/2' ,r 4 1/2' 2 (MAP) 1!' 7 IJ2' t3' tY Ir to IJ2 is" to IJ2 1 I e' ll' r T L'BOftOM) tr T ,3' IY 1S 9 ,/2' 13' 9 1/2' 0 1/2' 7 In' Ir 6 1/2' 2 (BOTTOM) 1J` 7 In' 1]' 1J' 13" f0 1/ ,]' to IJ2 ,t 1/2• a• 13• r 3 (TOP) tr T 13" Ir lr 9 in' it 9 1/2• 0 1/2.17 1/2• IS- 6• 3 (TOP) 1 1/2 la t/ 6 ,/a' 8 1/4' T 1/1 6 1/1• - - 6 1/4' 6 ,/+• 3 (90T,0Y) - - 1/2 II 1/2 6 1/4• 9 1/4' 12 I1r 6 1/a• - - a 1/4. 6 t/4' 3 (BOTTOM) 7 1/2' 3 1/2' 8' 0 7 1/2" 4• 8• 4 1/2' r 3 ,/2' r 3" 4 {TOP) 7" Y 6' I S in• r 3 I JY r 4• 4 t/Y J' 6 l/r i 2 1/2' O� Ir - e - - a• - r - 6' - r - (BOTTOM) r - 6 I/2• - r - r - S ,/2• - r - 4 (Baron 13' 7 1/1• 13' 13' 13" ,O In iJ• 0 1/2 „ i/2 d' 1J' - Y s (TOP) 1J' a in• /]' tr lr r 13' 9" 10' 7 1/Y it 6' 6 (TOP) 1]• _ n t3• 3 t3 • i / 3 1 , / , Y / _ 3 BOTTOM I ' T 1r ,' 3 ,r 9 1 2' 13• 9 f Y / f0 1 r7 , / Y _ 3' 6' n' E 1/4' S WT10Y (BOTTOM) 6 (TOP} T- 7 t/1' 13 IS' 1J' 10 1/2 1!' ,0 1/2 it 1/2 0 3' T 6 (TOP) 13' S tY lr 6 //2' IY 6 I/2' 7 In 6 1/4" 6 I/4' 0 1/4• 61/4- ___ - - 6 1(4•i8 1/4. 6 (BOIt.•`) - - I IJ4' 6 IJ4' 6 1/C B 1/4' _ _ _ 6 (BOTI'.F+) 5[E SHEET It rOR GFORS ANTYPE A SPACAO FOR MTFA11AION5 MD WOOD FRIAR MLDINGS • ... AIR'LH,W SPACI S, AND MHA.Y EDGE DWMCE AM wDEATTD ON IN 6 SCHEDULE MDR ED LEE THAN R✓DIU,ED ON SCHED,I E FROM ANCHOR 1AAati BY MA.Ilft NG SPRING SHORN ON SEHEDLE n THE FOU0..10 FACTORS MR ,MS OPION TO 9E POSSIBLE. REDUCED SRACNS oWmXD USNG FACTOR SHALLNOT K NEE TIMIF FIMMURI FIC.O .AIGTID FOR EACH "Once -1 TIN 1H8 SCHEDULE 1/4'• 1/1•• 1' / • 4' / •_ 1 4' / •_ ANCHOR TOP£ .. _I/�1 PiRlUeut -no1TC 6111Wy1MflA C"-1 -MH.AIN ARMOR UN24 OIL) 3 3 3 3 3 I/Y , In A.Mk961 0.) 1 J./,' 3• 3 3 ,n• 3 pMUM PAN4 M, IFXaOQ amc K 3 3 ,n' I 3 'Ir sin I In` ACI1Bl EDGE Dl9DIR7F E0. MD10R 1'O' "_ - - _ - - -__ 11/9' net - - am - SPACINGS ONLY VAUD WHEN SPACER IS USED. SEE TABLE Et FOR MAX. AS.D. IS DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER ®IS USED. 1/4Y TAPCON EXISTING POURED ANCHOR 0 9" O.0 CONCRETE OR ). CONCRETE BLOCK 1 { REQUIRED. I I,ZJ R EXISTING," GLASS: 11, / I 11 It ,I n I1 -.. _-_:IJN If 1• Yin. it•-SEDARATION - II to GU55 I IF TABU it 6 _....._._.-.-- AS.D. DESIGN LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS W-8` > 40 PSF TO 50 PSF 6'-2" > 50 PSF TO 60 PSF 5'-10" A MAX. PANEL LENGTHS ARE ONIV VAUD FOR INSTALLATIONS ,`"..ANTI( '•A1 w/ SCUD SET ANCHORS & w/ 9(Jn SPACER AT 12 1/2. O.C. FLORIDA01 .--VCENS .,9'-: BUILDING CODE (Non High Velocity Hurricane Zone : 0. 44167 ': °m'011'ID0' "� 24 GAGE GALVANIZED STEEL STORM PANEL Dyw'DY * : * * - :L STR��4XXZNAFIAB/OAFEE / 6Tn'l" IL ECO1Nc GLOBAL PROTECTION PRODUCTS, LLC. CANE %p`7,cE;• F[p TLUF "C!"PWMO w ENCIW�+EM ,gPv« FS)QI.. 1]S3STRO' 1 �. U - I. F! ..uc c>ml n,.,M, RwN (a6.XN9-T3M FA:4 (.14)eq-0PBP 2 D-1%5 u a H.. r DNNIM6 w I I /IIII19E1WNTs Iwcc-rc- A I[LLrt d. R ,-_--. OMi1 ,N OF IE rt'xaa .., naI` INSTALLATION DETAILS FOR LIFE SAFETY PANEL 1 INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4•• TAPCON EXISTING POVRED 1/4-R TN,CON EX�STBIG POURED 1/4'. TAPCON FJCSnNG POURED ANCHOR 0 9' 0 C CONCRETE OR ANCHOR • 9' O C CONCRETE OR µCHOR 0 9 O C LsONCRETE OR CONCRETE BLOCK CONCRETE BLOCK ,;).y CONCRETE BLOCK REQUIRED, REWIRED. 15: REQURED. ll {: 1 1 /2• IIle. r ,/2' 11/: H 1/2- t/: MAX, �, 1 MAX. 1 MAX. _ 1 I ED• I EE•• % I EG• i 1 f , t 1 rJ I � .,., I 0 I 1 p I A , Mir. I 1/a•R-Ia1• O-Sakw D/'- T,' CLASS Sou TO GLASS. /, I , _ T:R-,a1• t1 ZJ. 00L15 r EXSnNti I - _.T __. t /•wAr• E% 11-9EPMMTION is. IOt3s OL1�5� TO [tA56. I .. 1_. T411-ffi1' Li B0.1S B a GAIN ibr M6 , ♦ l F - R FA G1A55 I J e 1. i ... i _ ,M, Ma R -It . -_ f::. t Y U NORM OSX T-r C ; II _y - I uHaHF 00 7-n a 3: i n - _ I v Mo. D PANEL LENGTH 4 - I r it 1 l' MAx II EY 6• PANEL LENGTH II '� I • N 1 •L. MAK 6 PANEL. LENGTH h I 1 1 ( •L' MAX 3 6• PANEL LENGTH (SCE ELEVAION N I (SEE EIEVAnON - / [I _. T _ (SEC ELEVATION It I (SEE ELEVATION ON SHEET ,2) -I - ( ON SHEET ta) D 1' Y:n j I I ON SHEET 12 ) - I _ -. 1 ON SHEET 11I n ' IrSEPARA111aN -} 1 It If e I. 1 II t0 GLASS 1 y - n - .-I __ .,--I-- 1 0 1! , I R - _'-_ i 1 $• J 1 {/7 E.D.• I - CD• ; -� E.O.• I EO• , 1. .. } I 1 , E I I Hoc • I I EON "s O - >a 1It Ir -- .. 3/4' ___-. 1.... I1. - 1 _.. r EO 112 FIX ..i 'f[ F�ial Mi Rare ., flan . 1 _ • 12 ,n o.t. . 11 oc 1 . ; I C1 # F l 1/400 TAPCON :/4'a TAPCON ,/4•e TAPCON 1/4'. TAPCON ANCHOR 0 r O.C. ANCHOR 0 9' O.C. ANCHOR 0 9' O.0 ANCHOR 0 9. 0 C EXISTING POURED CONCRETE DR EXISTING POURED CONCRETE OR EAISnMG POURED CONCRETE OR EXGY: JC POURED CONCRETE OR CONCRETE BLOCK REOIARED CONCRETE 8LOCK REQUIRED. :'L`NCRETE BLOCK REWIRED-1I,-.PETE BLOCK REQUIRED SECTION R-1A SECTION R-2A aE_QUQN_R=2@ O REGULAR PANEU.. D FE SA TY PANEL O REGULAR PAyF_LS 9-LIEF-SAFETY PANEL WALL MOUNTINGS WALL MOUNTINGS SU' E 3,e- •- 1.1`Itil, ANIN'..", (� p SCALE 7/8.1' T SEE SHEETS 1S . ,B FOR AHCHORs ANCHOR ill f/`'' TYPE . $PACMG fop INSTALATONS MTD 'MPOGFI wm FRAME KRLDNGB YINMUM ANCHOR SPACINGS AND MNIMUM --` _111DFa 8.100 ( ] _ ••,�, C.nv4M 9N! 3 EDGE 061AfCE ARE NDKATED ON MI5 SCHEDWE FOR ED LESS THAN MOICL ON SCHEDULE REOLK:F ANCHOR SPACING mi.NL1a•I GUIRMI TRMI ON ] BY WLnR?'wG SPRING SHUwN ON SCHEDULE BY THE MULDW,G FACTORS AM& OK DENa E1'Ali I9CtOR 1 ,/1' I_lI FOR THIS OPEWTON TO BE POSSIBLE. REDUCED SPACING OB,NNED USING FACTOR SMALL NOT BE LESS I- 2 '/7 - a!t-. _ RIN RKF`F SPNC .DKATED FOR 1ACn 1- . ANCHOR TYPE CT, THIS St' Mal- 1 '/. _ - s*rQ� `• %1.c INS•'% s '• + N0.44167 = FLORIDA BUILDING CODE Non High VelocityHurricane Zon Z*: : * a3D}D MWCO. - r P. '�y - STATE OF 24 GAGE GALVANIZED STEEL STORM PANEL oR,I1N �,, ' _• ,'Nr n2oR `` `=J r__ l L E C I N GLOBAL PROTECTION PRODUCTS, L1C. 01 al�3W° - ' V NAL 1" > '1'1111NIIIIIIIII EO MLr rt ENWO OMRANY aaDD 6W. 5, SIRQT d' R. CIF t A. r FR n. - - MA°•, N .1. wv. t ) .. �t m-rut •-.- FAW.w 'FFONE (b4Wa-iSFD. ": ( XfXX-nA - - . __ - - r - 20-1 JS D.I•W.D . IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII --_.._----_pE __---_._- - ____- __.._. _.- INST ELATION DETAILS FOR LIFE SAFETY PANEL 1 INTO WOOD STRUCTURES WOOD HEADER I ,YWO HEADER - I REOUTRED _. 1 REO,nRED i 1`--('-•--I 1/4-6 TMCON T 1J4'6 TAPCON ' ANCHOR 0 9' O.C. i ' ANCHOR 0 9,O.C. i-1 1 ? 1 2, t 3i.' _ /r /4. -L— N MAX IL -111 L_) ExIST,(�,-y CUSS 11 / I 11 II R 1� IF _ 9 6x� 1• WTI. N—SEPARATOR D TO GLASS EO. I_ 1 2'.4- WOOD - - PLATE REWIRED }I ALTERNATIA R-3A o..-REOPANE15 Ct A �34DL ea 'L' MAX. I PANEL LENGTH (SEE ELEVATION - � ON SHEET 12) v 1 l/2 1 __(IlayO 4 1 I2yl DC 1 ! f 1/4.0 PANELMATE PLUS ANCHOR O 12 1/2' O.C. WALL MOUNTINGS fl YTIYG2SINGS SCALE 3/0- I' NOTES: V V FORMAX.A. .'' ,.INSTALLATION ARE ONL VAUD MAX S u. DESIGN PRESSURE RATINGS (p.I.f) AND PANEL LENGTHS AS PER ELEVATION ON SHEET 12. 2. FOR NEW WOOD FRAME CONSTRUCTION. WOOD MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL .4W4 II41_1/1 1/4' I, T I 1 I N '�..� 1 `'..%t i N n GL'g1n r E%SnNMR I I GRASS 11 pI } L. MAX u - _A_ 6• PANEL LENGTH U i (SEE ELEVATION B I ON SHEET 12) 0 _T-_ .{ 0 i 11. _- - 11 1. EMI. II•• SEPARAFlON - 1 Cl) R , 'LASS 1 1 D_ 1 - i EG -, I a 1n oG e�. 2".4• WOOD PLATE REQUIRED I 1 /4.0 PANFLMATE PLUS ' I I ANCHOR 0 1'. 1/2. O.0 ALTERNATIVE R-36W �_LIf�SAEIIY__ -PANEL ,, j A .....'1461''a *�' uCEN4t' •.9 s : N0.44167 _ FLORIDA BUILDING CODE (Non High Velocity Hurricane Zon * . * - D3Wo axro' .K 24 GAGE GALVANIZED STEEL STORM PANEL " ,�; :D• R STATE OF -:Q'f F ( > OR _ IL ECOIN� oArN ar CL A PROTECT P OB L PROTE INDUCTS LLC. /E7/1ma Ire ,P a / /I,� — S • • • / ORA VK�z 'WO $... 51 3I1H, DARE R 33314 HILT 9T1N9 • o181N[[91N COMPANY RN ,W. Ntl1M R 1lrNIIIIIIIININ/N 2D-1 JS ( li ,y. <}ry R,i-,A�q r M: pM/'j�'1N -IN. _ _ FOFOH` (95N}E6i-P6I rM: (R64)II.-0M --1 w- ,.,. ..- .._� ._ CRRMWC NR PE 9PM/BCN.nOW/Mn N O N O U L_ a) 0-O O C -63 CZ j 70 (1)U) 0— O = U 70 .0 O O (DL_O CoO o O = U_ L_ C)_O cV .— /� VJku L O Y.L - (� LH ._ �--A Q ers cV N 0�_;, � N . L C7 Q` I.a d O M C.4 S IO i _. -O c ,N EO >•G o- R.. N •O N t IG Q 3 G Y d E c t� 63 V ♦Y Q y i M = .y � a) 4p o 7 = '"• `� N - '. a O c3 - Cn .i^ _� Z3 ICU O cIll OL - (1) • 0 C CIO O D_ V a) U) (10 L. w Q z Z Q J d SHEET NO. IS 1.4 EZi/18, EZI W/113 ,y,�H0R5 -. - (SEE SECTION EZI $ ALTERNATIVE E21W ON SHEET 18)- _J• Va..-. Aker..•. MINN -(sa NOTE 2] _ 11)TI•rkl-':9.'NOTE 'r9 2) %14x1• &TIES. ,r2 O EBCH END -- - F OF _ - f'P-•M Y� at ?/ 6 E #a.UMw,•�+ # POP RNET :.ISSN BE INSTALLED A/ EACH OPENING SHALL ALdA -. I/2•+ ! r 1 PROVIDED i n HANDLE TO FACILITATE INSTALIATR7,N 6 iNTEINDEG r [ ) BE NRA �rnU INSIDE OE STRUCTURE { j`€1 4 I •F 1 1 ' I • i ' A l r l , I• I y- ATIPER'. , 1. 1._'^__f-.�,.1v.�. I _� �__�. .1...I -� i.. _�, ..� 1_I _,._ _l.. ...I .-.'__` _-1. .,(TYP.) •.,e-""__:. PANEL FUT . r. T-i._.T_rs. _1.-?__ ._ .r._.�-T_-.--r .�:_T. ..�7_.TT . ._-r.. ... _,_...r-_.a. _..--7i-T T-f. T T..I OF M- (l1. , FINRfON OF SERIES ZODD; E-Z RAND S'ORM PANEL SYSTEM I I (ENT) PANEL) ` (INTERIOR PANEL) (INTERWR PANEL) i' a eR,na pANEE) i I (ENO PANE() j j VAX CONSISTING Of PANEL + Cont. TRACKS TOP & BOTTOM 5EF NOTES 2, a, 4 ( I i i 9 SEE NOTES Z 3, s • (a) ENO PANELS SHALL ALWAYS BE CONNECTED TO BOTTOM Tf U OTHERWISE A STOP flM SHALL BE PROVIDED AT TOP' GF SL>.+ I MAX 1 1 Ij _ ... PANE1 LENelIR PANELS, ** I a rf- 4Dr, PoCSi ) � . IF fND PANELS ARE -CENT" rI ..- -. .. ".ON AN1- IF I � } [. .! SHALE. CONSIST GF 1 fs # .,- ,4 r;c ) ° I I TED PN+E1.3 Wf T/a-20AI• NUT OR 1/e"!K3/4 M r V. .•- - .Ai i. }'} 1 1 f 45 8(X,n er,a((�41 fA. OW:RLd3' TRACK IOCATiCN CE FASTENER'MA kiE A .,1 t+LH OF 'Yl0 (SIDE F_SECTIONS As APPLICABLE) EXTERIOR FLAT I'UWGES5 OF END PANEL. I •� .. I ! 111 1_,. _ L .L. � ..s.,. L ) Or (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO B07TOW +-I'" .- •-... -. -r .-.I... *_ - 1 T I _ jj o TRACK (i.e. A STOP BAR IS ONLY USED A' TOP) AT LEAS' TWO 1- I I I 1 �i a i i i I t 1 } PANELS SHALL BE CONINECTET 1", TRACK USING SPECS R 1 1 I i I I i'1"f-i.'1 I I. -i- 44 TT iND;tJ+iEQ ON NOTE i3i Alit`\ --. 'ASE.. CGNNfC7,UN OF JJ_L1LJJ_ L L. A JI. L L JJ_L�,. J J J L L-41•LLf LJ,J.L L.I. JJ_ L'LJ J-1 L L JJ_ Ii J J1--S}--. PANFL4 TO B^*TOM TRACK u1 .'.' ANY PANEL LOCATION t y 3` tAITK •� SEE NOTE 4 3- MW ... �- T-die f •iRED f Ai'"5 VNL _ - ANCHOR'S NOTE 3 PFUa ,O •70 m P h --.--(SEE SEL'TION Ez1 A ALT(RNATNE EZIW ON SHEET is) EZI/1B, E2,W,16 TYPICAL ELEVATION FOR SERIES 2000 E Z HANG STORM PANEL Cif SYSTEM (t) I SCAt E 2.&a%'(MN O EIRLAP - ., 1MICV.E Wllf(1 MAX caw SECTION A-ATit EN ., SCALE. 3/32"='" dQ•iP ...tt/jA✓y = y1: EN •'•.'g FLORIDA BUILDING CODE Nan Hills VelocityHurricane Zone) ? , 167 ola2o mfrne, 24 GAGE GALVANIZED STEEL STORM PANEL aar�v "N•,. 2� STATE 0 ! i L C #� I M t GLOBAL PROTECTION PRODUCTS, I.I.C. ,# r "^ 'i°'• F ¢ }� ' VZmIVANre a CNee COMPANY " - 1L`ilt 4, ,rc+- M .aces) a5 Pi,DNL- Uo.* P-T3h" rA. 4Pn.,Naz-EFPI 2017j rjA+e I,^- slcr,aTvr�.rmn .�t onDAaIF rrrnHUTi KMLiR TN.R ,. 7r m ,P.,., m. ' sntix 7* JGINEEI-41NG ,{" c ENGINEERING E%PRE55' PRODUCT EVALUATION REPORT September 15.. 2020 Application Number. 17089.1 - R2 EX Project Number 20 31543 Product Manufacturer All American Shutters and Glass Manufacturer Address 1540 Donna Road West Paten Beach FL 33409 Product Name & Description 24ga Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation: TINS Product Evaluation Repon is being issued in accordance with the requirements of the Florida Department of Business and ProlossLonal Regulation (Fonda Building ComnKssron) Rule. Chapter 61G20-3 005. EA.0 , for statewide acceptance per Method I(d) The product noted above has been tested andiof evaluated as summarized herein to show compliance with the Fonda Budding Code Seventh Edition (2020) and is, for the purpose intended, at least equivalent to that required by the Code Re-evaluabon of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: A LUATION DOCUMENTS PRODUCTEV drawl -315431H1ed -24 a Galvanized Steel S1DIm Panels HVHZ 8 Nor-HVHZ " sheets 1-5 EX rig M20 g i ) • prepared by Engineering Express. signed & seated by Frank Sennardo. P E. is an integral part of this Evaluation Report . TEST REPORTS Uniform static slfuchiral performance has been tested in accordance with TAS 202 test standards per lest raport(s) NBT-ASG-17-001 by Blackwater Testing, Inc. Large missile impact resistance and cyclic loading performance no, been tested in accordance With TAS 201 and TAS 203 lest standards per test report(s) OBT-ASG-17-001 by Bfackwatei Testing. Inc. STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaliate the product based on comparative and/or rational analyses to quality the following design Criteria 1 Maximum Allowable Spans 2 Minimum Allowable Spans 3 Minimum Glass Separation 4 Anchor Spacing 16D SW 12'" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354.0660 1 i866) 396-9999 TEA M(1B E NGI NEF RING OPRESS, COM - - EfiG IME ERfNGExPPESS.COM N - r-R 3:CW21 t N T - •. i'Ni Tti n r I ITN _.0� t - rERItAr=lullmur M MDIINTIK;.IXTRLI&IBP6 .I MA n:h-AiNMMA n:h-Aili"i �t a SP ry�l� is r..Y _S. ETL- r*; 7 [R• V rA-,rl.•. L,,, hTnArt l/ E Yad• elr et ENGiNEERINI=; Page 2 of-2 All American Shutter, and Glass -'24ga Galvanized Steil Storm Pancis No 33% increase in allowable stress has been used in the design of this product. Separation from glazing is not required for installations outside B1 wind zone 4 and essential facilities Im ct Resistance: uarge Impact Resistance has been demonstrated as evidenced in previously listed test rNporttsi, and is accounted for in the engineering design of this product Wind Load Resistance The product has been designed to resist Wind loads as indicated in the span schedule(s) on the respective Product Evaluation occurrent (i e. engineering drawing) Installation This product shall be Installed in smct compliance with its respective Product Evaluation Document (I a engineering drawing), along with all components noted therein Product components shall be of the material Specified In that product s respective Product Evaluation D rumen f e engineering drawin ) a, i ( 9. Limitations & Conditions of Use: Use of this product shall be in strict accordance with the respective Product Evaluation Document (f.e engineering drawing) as noted herein All supporting host structures shall be designed to resist all superimposed loads and shall he of a material listed in this product's respective anchor schedule. Host structure conditions which are not accounted for in this product's respective anchor schedule shall be designed for on a site -specific basis by a registered professional engineer All components which are rmanen installed shall be protected against corrosion contamination and It permanently pr 9 other such damage at all times. This product has been designed for use within and outside the High Velocity Hurricane Zone tHVHZ) Respealul Ip, [-rank Rennardo, PE ENGINEERING EXPRE5s* hPF0µ)46944ICen Auth 988� 160 SW 12'" AVENUE SUITE 106, DEERPIELD BEACH, FLORIDA 33442 (954)354-06601(866)396.-9999 TEAM OENG[WEE BINGE xPeess. CoM ENGLNEERINGEYPRess.coM Sul :.,6E` � rc •' i tr,.- Mnlr ;u T u - ` CAI- H'.r. .�• C[NMG ROORMOUM SCRtOH ;: I .L Y u•,. w - u _ a J'Y'f f N11 rr rr. L114_52__tiH'LSc IY -IV LtIWl /'YD 1 - lV ` dI VJ r. YlAll NelINT 4-RtOIiNeIINT S.RfDIi.:IIFl•' rt, I.•i4.A-I •i NhC �c•, N L I PL -F _ R- VP�L FNYrvNDi'PY K „ E C rt K11�� M Ni T�STwrT n1 ruY nr. e+. . - E U-:M - ,Ix_ x'rr3 41F Rr A S CLo9URE mTAb_ NIT r-r '4P:. ir11. lAtd na.lA rA r:. , 1§G 1 20-31543 1 INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL .1 INTO POURED CONCRETE, CONCRETE LOCK AND WOOD STS RUCTURES EXISTING POL44ED 1 CONCRETE OR 1: 4-11 TAPC 1 I CONCRETE BLOCK $ TI R e 1 CC ANCHOR REQUIRED. , ` _- 4 14x1` HEX HEAD TEN if♦`! .AiACBN 1 - /'. tt' HFit HEM TEK *ODD HFACFR J -. RF.OURED O�/s^ FRON ANCHOR O 12' OC SCREW 0 1/4- FROM 1 I I �. EDGE OF ii,, EDGE OF IV b�n�pp 9, it Lim k:J 2I E D jet - A ,/.•1 Yid L_.J R 1 1 ss can lliiJ C. , - IS dN' avE.a`® 11I. 1 i/2• u)E,P, jq, Exi7[TRiG N SEPARATION CLASS I 1/s8'R E711SnNO B SEPARATION ]/18•f GLASS --R fAll PM' CU55 - - TD Gl/L55 I _U16,0 U4 PCP FINE N x FINE Ii t I '.' feVFT 1I 'E-a v If �3. ry MAX S,x eats aA N 1 MAX TfA'P-aA iJIPA. ) PANEL LENGTHW UBDL:S N U r PANEL LENGM 1 I { ii"$ERARA1nDN ; II 1• MHOif♦•l-20A2' t 4 a-'-SEPuuir stir 0 A<5 TNUMBSCREIY 1 0TO 'L` Y 5OX - a GLASS Y OF i iTIW41=!MB5LNEN OF l.• II i 1 ° 1 I �W EU 1 ,. („ t/2 �� t 7 -� 1 4"! TAPCON ANCHOR \1 a u• O.c.. IfA-f TA2'x4' N04D PCDN EXWTNG FACHIR D 1 , A14CHP d T2' O.C. CONCRETE OR { i 'LATE CONDRETE BLOCK i REOUTRED {.. REOUtNeD 1 WALL MOUNTING 5K&Ll_ta4SLKT1tiS SEUQN E21 t�1IE$t�ATIYE E21jy SCALE 3/8=1' SCALE 3/8-1" Ell FLORIDA BUILDING CODE (Nrn High Veto Ity Hurricane Zone) NOTES,• 'E MIN. PANEL LENGD- 0,441 a =sDav '-:•'.>. ,. r.e. SHAtI Bf 2'-6" _ ; * r 24 GAGE GALVANIZED STEEL STORM PANEL Cable, n,. 1. IN57ALUTtptT ARE ONLY VALID FOR MAX. A.5-D. DESIGN Z * '- Z*: _ �.;,.. #PrTF/mio PRESSURE RAT1N +/- 40.0 p:Ai. AND 6'-0' MAX �'. SSA1E 0 ^{Ems' }, CAR A�� GLOBAL PROTECTION PRODUCTS, LLC•. PANEL LENGTH. - "� 9 '• F 3 "'-'"-- - `i 4. I E y V 1 N C +•R 2. FOR NEW WOOD FRAME CONSTRUC71ON: WOOD 'y �� LO,i1l T-resT;Na t L. - M cod Ira onRANY a ME Ity`TT,MTr MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC �y S E� TAr.`,. fPwP7 Marc ,. Na i n,-,in ,n R1M. 15+1�-rysN. rAX., tRaAJ>a4-.F,ry. 20- # 75 )GAG DENSITY OF 0.55 OR EQUAL. IYtTtR n x.. P.t Seri re a 'e FWIIX 6E 1N4Ro 1, OE PEM iG •19 CA aeeC 1 MAXIMUM ALLOWABLE ._ k DESIGN PRESSURES:; ins AS NOTE> IN DESIGN ALL AMERICAN SHUTTERS AND GLASS 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ ,,;, orc ' DESIGN NOTES: I 5CHEDULE5 a "e WIDTH UNLIMITED (PERP, TO PANEL SPAN) POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE WITH THE v .. m s; $ TOP MOUNT (CONK TYPE 45 'D TYP. REQ ) SECTIONS -- OPTIONAL f "-20 STITCH BOLTS WITH WASHERED WINGNUTS FASTENED 0 OVERLAPS O MIDSPAN(USE APPROPRIATE SPAN TABLE) p GOVERNING CODE PRESSURE REQUIREMENTS AS DETERMLNED 1N ACCORDANCE WITH ASIDE 7 AND CHAPTER 1609 OF THE FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRE5SURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. GENERAL NOTES: 1. TMS SPECIFIC.kTTON HAS BEEN DESIGNED AND SHALL BE FABRICATED INof w W U �> _ Ot m W 5N� J ° w-"g'z $ st�w W D PLAN vlEV! E ; ACCORDANCE WITH THE REQUIREMENTS OFTHE FLORiDA BUILDING CODE SEVENTH EPtTION (2D2D) FOP USE INSIDE AND OUTSIDE OF THE HVHZ: PER13 TAS30Ia 202 AND 203 5T PAO7TYC0 L5. CONTRACTOR SHALL INVESTIGATE O w u ROASE' AND OONFORMTOALL LDCALBUILDING CODE AMENDMENTS WHICH MAY APPLY, DESIGN CRITERIA BEYOND AS STATED HEREIN MAY REQUIRE ADDITIONAL SITE -SPECIFIC SEALED ENGINEERING. 2. NO 33-1/2T INCREASE 1N ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. (n _ 1 1 - I N _ BOTTOM MCAINr I - (OCINN TYPE AS t 1 -_ RFO'D) � AR0,341 A - \ 0, 375" MAYBE AT iOP I d BOTTOM - TYPICAL wERT1CAL MOUNT ELEVATION 11 T 5. ELEVATION 1 - TOP MOUNT - iCOPiN TYPE LTAx SPAN ABOVE A. REQ'D) (STRUCTIGN) � B. THE ARCHITECTiENGINEEP. OF RECORD FOP. THE PRO]ECT SUPERSTRUCTURE WITH WHICH THIS DESIGN IS USED SHALL BE RESPONSIBLE F00. THE INTEGRITY OF ALLSUPPORTING SURFACES TO THIS DESIC44 WHICH SHALL BE COORDINATED BY THE PERMITTING CDNTBACTOR, i. sEa4RATe'SITE-sPKIFIC•sEALeD era GineLaING SHALL BE aeq U 1.M ORDER TO DENI ATE FRON LOADS DEFLECTTOFNS, OR SPANS CA rRAINEO HEREIN. CONTACT THIS ENGINEEG FOR 4LtERN ATE SPAr1'ALCULATIONS AS MAY BE REQUIRED. 5 THe s TeM DETAILED nPt¢N IS Gene RIC AN❑ Does NDT PaGV1DE INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIEFeRENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL RROAPE SITE SPECIFICDOCUMENTS FORNSE IN COHHi WITH T His DOCUMENT 6, DE51GN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRF35VRES DIVIDED BY A 2.55AFETY FACTOR. OTHE7. PIVVIISE FASTENEERS RS 55HBE A�L 8EECAOMGIVN-PPLLATED 17N OiHERWISEUNLESS ICATI CORROSION -RESISTANT MATERIAL AND SHALL COMPLY WITH 'SPECI, ICATIONS FOR ALUMINUM STRUCTURES"SECTION 1.1 BY THE ALUMINUM ASSOCIATION, INC„ & ANY APPLICABLE FEDERAL, STATE, AND/OR LOCAL CODES. B ALL STORM PANELS SHALL BE 24GA STEEL L-O.024' 9 STORM PANELS SHALL LONG WI TD ASTM AE635TRlI 1 - L OLIALITY - o G W A MINHUM & Ks S0. ALL oGALNMEE BATING ALI MI 63-7 F F 1 I. 1G. AS NOTED OTHER IRUSIONSSHALL BE 6063-76 ALUMIN UM.ALLOY. UNLESS NOTED OTHERWISE. eDICTAT DETAILS GNOAYN MAY 1NGED As FIELD TED 0 Z Q g` n IY N W W �s O u, iA Z N a �u U lY W Q ' R Lri ` O WW � c ¢ - BOTTOM - j BUNT (CONK TY E V)�u�y -OBSTRUCTION O 1LOC.ATION MAY VARY I ¢ w = W £Q U NT r�Tr-.PN�'N_TYPE L UN VER CONDITIONS DICTATE PANELS MAY BE MOUNTED VERTICALLY OR HORIZONTALLY AS APPLICABLE. ND CONCRETE ANCHORSNOTED HEREIN SHALLCETE ANCHOTG NONU ARCKED CONCRETE ONLY. INSTALL ALL CONCRETE ANCHORS PER MANUFACTU REB5 RECOMMENDATIONS. Ill THE CONTRACTOR IS RESPONSIBLE TO INSULATE OR PROTECT ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELKTROLYSI5 14. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY, USE OF THIS SPECIFICATION BY CONTRACTOR, et. at INDEMNIFIES & SAVES HARMLESS THIS ENGINEER FOR ALL COST A DAHA � INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION, A CONSTRUCTION PRACTICES BEYOND THATWHICH IS CALLED FDA BY LOCAL, STATE, A FEDERAL CODES B FROMSt ❑EVIA-fis OF THIS PIAN.D) 13. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS QP AFFIRMATIONS ARE INTENDED J J Q 9 m �i St R i A7 q "'Ail G S m4 d B� 8 Line% 601-TOPA MOUNT fCONN0 TY PE AS REO'D) (SPA BELOW - OBSTRUCTION) Is. ALTERA DIas. ADDITIONS DR OTHER MARKINGS TO THIS OOCUMEIR ARE NOT PE PMMMAND INVALIDATE THIS CERTIFICATION 11. PANELS SHALL BE PERMANENTLY LABELED 4VRN A MINIMUM OF fL) IABEL FEET, IN FORMATION: PER EV ALL AME C.ANSHILT7ERS AND WEST PALM BEACH, FL j�5y 333 i ¢ li B @ '' iii A PANELS MAY BE NICRCHED AS R ORTLONAL )+"-2o STITCH EQUlPEO, PROVIDED THAT CONNECTIONS AND BOLTS WITH WA$HERED ANCHORS ARE USED WHICH SATISFY WINGNIJTS FASTENED 0 SPANS ABOVE & BELOW OBSTRUCTION OVERLAPS D MI D5PAN (USE APPROPRIATE SPAN TABLE) VERTICAL MOUNT ELEVATION TAS 20L TAS 202 & TA5 203 L FLORIDA PRODUCT APPROVAL NUMBER. X GDPIIaRIIITWAx afNNNEXI FF. 20-31543 VISIT ECALC 10(31643 P 7 PAL, o RIPTtONI d 2 NOTCHED PANELS _ 1 N.T.S. ELEVATILN•N W811 %INEB „PEx Had6 DiiMBre. . FwRAw Tiofm,LrLA reromaE w in ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24;aA - P 0 � Ulf A aEL, MIN{MUM STORM PANti tiFPA)[ATLON FROM GLASS LL, 1HVM2, WIND £ONE 4 & ES5ENTW fACII ITTES.) NABL1 IP IA Ir*NS LEss INSTA.LIATK)NSGREATER I .•,art IHAN RV ABOVE GRADE IMAM 3V ABOVt GRADE --� 6or, DB iri 2t5i I n D6iA 16a -_ s P__ 6.06m118 N 6D61n t Ifiin boa In n,VAIN Zt_YILUULL INI.I I LJ: 1 ENTER SPAN SCHEDULES WITH NEGATIVE DESIGN LOAD & PANEL FASTENER. SPACING TO DETERMINE MAXIMUM ALLOWABLE STORM PANEL SPAN SCHEDULE TS ACCEPTABLE FOR USE WITH A POSITIVE 60Ab5 LESS THAN OREQU L TO A V N NEG TI E DESIGN LOADS- 2 "PANED FASTENERS ARE STUDS USED IN CONJUNCTION WITH ALL. MOUNTING EXTRUSIONS .'TRACK. STUDDED ANGLE, ETC, t. USE 6 25' O C PANEL FASTENER SPACING TABLE VALUES KOP ALL -H"- AND "U"-HEADER5 (INCLUDING BUILD OUT CONDITIONS) 3,L 3. LINEAR , INTERPOLATION E U BETWEEN LOADS A ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD. GLASS SEPARATION NOTES: 1 ENIET2SPANSCHEDULE WITH POSITIVE DESIGN LOAD TD DETERMINE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED. 2. SCHEDULE IS REQUIRED FOR USE WITH POSITIVE LOADS ONLY INTERPOLATION BETWEEN LOADS IS ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD 3. FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTTAI A A IM D N THROUGH i T SEPARATION FACILITIES ST WIN ZONES t UG THE RATIO F E SCHEDULE i$ NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED OPENING I$ REQUIREID. MINIMUM ALLOWABLE SPAN SCHEDULE " MOUNT 3'� i'v5 N NgTOP a4l L� H Heador 0' T P 23" 24" 2 22` 14' 4" =7 26' 13Nvdovl U' i,NaPW, T LY Cr 23" 24' 25' 22" 24' O' 2C 23' 267 2x5 a 7 Piacw D" 8 IF 17 27 28" IF 24' 0' 24" : ' '.16 2x56Sod AIN& ZS 23" 2a' ii^ 3D' 31' 11^ 3U 7" ITtl" 11IsAfJ ul'F-T.ack 24" 2r 24" 10" 48' SWT 2S' 48, C- -F T,4c14 25" 2S 26" 31 Sp" 51 W, W g O _ Stvd iWxu '. 22' 22:• 2T 1i' 2A" 30' i4" 'd$'. 2T 2Er 11" 31' H• DeEp MCUM 24" 2{ 24' 97 46' 1 sa 2V AT 'IF H-1 0" IT d' 23. 24' ' 23 ?2' 24' m ^F` T Eck 24 W I Z4 30-1 Air I ST 29- am =wB 23" 2T 23` I T0: 31 ti 3a 3 3fP 11 3a'. C' T APx Zs" ta' 2S 3Er sY A57 9r i'L" rNN�:f/ 7 N C N o SICC yGW _ N � W O W ft '+ ellNJmCMS xi TpP oP tUTiriH #Nty I.-N T LESS TM N K5E A'D'MD N T#m.'0.8oLr fTMCT Ln U) 4i Ei Am: 2 Nos. _ 11N HDPT N Is. NARY D W+IEN VdNE14lNL:Ft' IS SiR4 EA 'NAN r„Ai rXJrrU irik s v€taznN. nc-DneiNanuN alA+vE �� n { Sll}£ CLpE E RE'2 lPP9 W; ALL PLI LL@w P141 'Y•T iN rA&E-4RtiVE d/ 1E� J:t, t1L%41.'R€S #PE A{rt L.r Us€p Wt eVKOC4T MD M.'IAIG ONDIn TN; AF9ViATO T'.EPAPAT1oN FADM vLA5S3Met1 N::'E 4Et i F A,, PAN¢ RA$TTAOLF APN..11. To Dg 1- TTMa sriftCli ­1 AND SA#e #N£t5 A9DtM Wm. 5 PAND S MAY SPAN M IMI_ a:4Mr DR II19T THt 1INNYINA, TPP oP 00-C OSWAE5 POP ¢ T m FNiNG,PEACE` sy rL ©PTIONALINTERIOR FASTENING DETAIL N.T.S. Ln w04AvJ� A, P' O = O m > F FFt < N Q - H N o CL M pt�T W Q - f IxwA, J . .;:"EAFE wLNGNVT Q a r+EW 4 1. .AaI ,WEENY P/vae:, _ FBES ea" H _Mt Noah„ 1YEE As. i - ,d r a I EAtsrING U;MCAETP Isl'.. Me.wW mr.. �+. � .=•`"-'�.0 ••-.Xa„ i AE aE U. ff ENs , Am t A, cRt NOR" u OF M(J-ME YALI,€�['PTN iR. #w SR'M7Ni Trim E, Eru `• I-TrwpiM RIwIF Rmc4xnN 20-31543 KALE: MIXAe mApfN. t PANtl ADaacFrrr iD FxYREP5 P0.Nt� Pn<.fLQf:AC�PRON: OP�GRESS PANEL DETAIL AM INTERIOR FASTENING v RrJYKOCNNMiDp, PC PE a 6T,iR P35: ('2,250" OA9a" _i-o o�D„ Z 2So" uk - I-Irh- z x _ ,1z5" o R Q rNv pus LflGA �$ �a m $D.1794" a .094" i- `7.120" ,099" T'P, TYP a Milli- .0csz. n 80 1,180" N 1 0.062° 1 �_ -I OG620.375^J ,06Z" _I. T-0-125" ` 3.000" D 062 2�• -I 2.D00" I- .,,� - iYP 0094 1 1 930" 1,430' D.D62" L yr; w:'It 5 ',030" ;DOT 1- owe a �.32L" nH' HeraER 3 •IJ' HEApER c., euK.o-out ICI µ¢= A��-P�y N+ uOSDRE Q5 -°,SAID-'w� 06 Qm y w V tr xryC W 1.5L 1.560"I.- 365, D.176" 33�52 �= R10' 3 3a0 MAX 0 4 D.3 J6" Do10.555" 8^ 3l'JJ¢5 0,313g"Z pA pp D.t79 ',j❑���"'d55" D.19" 0�655" 0350" 1.007" 0'�33, 3ry � 12.SDD" PANEL COVERAGE C S D) 19D' C O.BBE° In ry 14.1375° PANELLENGTH /nl�I,l��r D,�^r O,S45" O'S24" O'250" 6.05D' C W u - I 1 m, II 11 j L. .150" %f! 'r7 O lu u PA L T--II--D.D�" �I- ter-) �'` "E„ecTEwN tI o.�s^ G 11. N TYP T_ Ury o 2.DOQ".DT P. D, I �.2L5 d.7L0" RO L35"- .305" +0.70D" 0.957" U) ,.. y� rR��p �, p TR,�� W EEC M"T V BIILti-WT 7 TRACK C7Ja 'F' - 1R ll i .. Y K Y 03HCLE WASHER 78"'' �" L1.3145 ' f O.m bin (' - p..-y I 0.190"^11rf00 T1- NDLE O.12S`' cri tEItTENOEOT MAY ue 3.DOD° PEYERSED tt LL` W „ , L 1, --;1 nsi' Ga'•F' A - Y/YA OVERLAP 4" MAX. (1 CORNER 0.05URE DETAIL ff 1J V a Prv%, 6 D S 'ARE NO /`,2s" N+A'.; . U DE FFMAY 'n! x W O Ai, -.X BUI -W T LD Ij an � r.un r S _ + rF �L nNN )f lRi OI'T ANCE I r• 'rYf.I IPt F , D Q RIR _ J 1.ODD° J .ICI 1_R^N':CICC:• EMBED 5l ,Cyr y p4 .A i:s i,EE I - C t] y •aC3Y OVERLAP ,rr r.a,- a 886agsf y / MAX y /� j•�I Wh. rt:n MINt„I c: •t,EE �.2S' MA. MIN 1 MAR, e 1 „G MIN I aDD : a u 6E' S .-++ of cclielEn EMBED ..Hrn _ � o •�( TRAP MpUrIT CLOSUPEDEIAB ANCHOR SPACING SCHEDULE: 14 GAUGE PANEL. PANEL FASTENERS @ 12 5" O.0 ® -'®tL'�Sj/!�•®B�®tSE®r„wiTdJ•®®'. WIN f®m®� Y W. Pr]f.P hftTANi'P , 1 ®tom%/,F/'®®®BMW//%/.%® W /w/ ANCHOR NOTES: ANCHOR SCHEDULE APPLIES TD ALL PRODUCTS CERTIFIED HEREIN, BUT CNNL'e PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE $PANS AND PRESSURES INDICATED IN SPAN SCHEDULE SHALL APPLY. 2 ENTERANCHOR 504EDULE ELA5EDON PANEL FA51ENER SPACING, THE EXISTING STRUCTURE MATERIAL, If ANCHORTYPE SELECT DESIGN LOAD GREATER THAN IX2 EQUALT O NEGATIVE DESIGN LOAD ON SMUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SH UTTER SPAMSELECT CONNECTIONTYPE BASED ON APPRDPRIA E MOUNTING CONDITION(SEE MOUNTING DETAIL S ON SHEET 2 FOR IDENR ERRS" RE OF STUDS USED I N TYPE r 3. "PANEL FASTENERS" ARE STII UB USED t CONJUNCTION INttN A MOUNTING EXTRUSIONS TRAN W ALL I F- -TUDOED ANGLE.ETC ) USE 6.25"O.0 PANEL FASTENER SPACT G TABLE V ALUES FOR ALL M,. AND 'U' HEADERS (INCLUDING BUILDOII'r CONDITIONS) 4 HA INSTALLED ANCHORS SHALL BE IN AOCORDANCE WITH MArNUFARERS' RECOMMENDATIONS O ILED TI 5, HOLLOW BLOCK HOST STRUCTURE SMALL CONFORM TO ASTM C90 BLOCK. 6. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. J TA FOAM, [ AN T A MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, O , BRICK, D OTHER WALL FINISHES WALL FINISHES SHALL HE LfMRED TO if4" MAY. OR SFIRLL BE VERIFIED 8Y OTHERS TO ADEQUATELY TRANSFER LOADS 70 HOIST STRLNTURE 6, CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN.CRAC*D CONCRETE ONLY 9WHERE EXISTING STRUCTURE 15 WOOD FRAMING, EXISTING CONDITIONS MAY VARY, FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS NOT PLYWOOD. FASTENING 1 Bi 10 PLYWOOD ISHOSSACCEPTABLE ONLY FOR 5111E CLOSURE PIECES. 10. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" 4 4" (MINJ WOOD STUD (f" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING), WOOD STUD SHALL BE'SWiHERN PINE"G=O.SS OR GREATER DENSITY, LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR. HEX HEAD. II. REMOVABLE ANCHORS ARE. DEWALT PANELMATE, ALL -POINTS SOLID -SET a BRASS WISHING L2. MACHINE SCREWS SHALL HAVE In" MINIMUM ENGAGEMENT OF THREADS INTO THE BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, DR WAFER HEAD (SIDEWALK BOLT) U. NO 13, MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. 11 M DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. LS * DIRE f_T MOUNTING CL7NDiT[DNS. 1.6 LINEAR INTERPOLATION 15 NOT PERMITTED FOR USE WITH THE ANCHOR 30HEDULES LISTED ON THIUS SHEET �O O zz y w > v- R a 9a W._ ryC��W N Y k W �w U U3 z Q ,Z. O n a UJ S w� ZZ 6 C y =Sf., C.7 3 a Off Q u Q 01 N O U L (3) Q � O C Co U �- U) (3) U O c -_��1♦♦ O O L W O co A l W L_ L� ^ Co a Z Z W J G '� o- in in f0 . L to •'O = N a � i i1 47 1✓ G G a " 3 Lv ci r r CM Cur M T 6•S, 0 EJ W •0 i 0- 0- Q U 0 V /� V , ca W C G Q z Z a SHEET NO. SH 1.5f