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HomeMy WebLinkAbout6829-6857 Ripple Pond LpABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FLR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Rad. Radius ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A. H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT or ALT. Altemate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Fig. Footing READ or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf 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 HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt. Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORIZ Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SQ or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KNVALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O.B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr, Manufacturer TRANS WOW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum LIC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owners Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or W.A. Wedge Anchor EQ Equal PH Phone WC or W/C or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR. Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Mr. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 01/21/11 1.0 NEW CONFIGURATION 08/22/11 1.1 REV 1501 KITCHEN 09/14/11 2.1 VALUE ENGINEERING REVIEW 01/19/12 3.1 SHAFTLINER DETAILS 03/16/12 4.1 BUILDING CODE UPDATE 12/19/20 5.1 FBC 2020 CODE UPDATE 02/18/22 5.2 NEW PLAN NUMBERS PER C.M Rol son MEN mods MEN ismEMMONS iris ■��. -FOWN W NINE 11 ■ ■� __, I' - - -F1111�1 �i ■ 6 —UNIT TOWNHOMES L IF= N NAR8H INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. 1 COVER SHEET 2 UNIT 1397 FLOOR PLAN 3 UNIT 1500 FLOOR PLAN 4 BUILDING PLAN (Left) 5 BUILDING PLAN (Right) 6 EXTERIOR ELEVATIONS 7 UNIT 1397 ELECTRICAL PLAN 8 UNIT 1500 ELECTRICAL PLAN 9 FOUNDATION PLAN 10 ROOF FRAMING PLAN 10.1 ROOF PLAN L1 LINTEL PLAN & DETAILS FP-1 FIRE PROTECTION DETAIL SN STRUCTURAL NOTES SN1 DETAILS S3 MONO DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 FRAMING 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 safety, and ventilation of the building and thereby shall not be responsible 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 moisttrg,, 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 Vaconstruction and the Designer/Architect and FOR has no duty to e any action or preventive measures to protect such property inst 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. N N O N ra C%J CL- LU 0 .� >• W p i t O c eo v c��r a m x _"� — cv o L di C J 3 = a, Y da.� C= u '- a 3 3 i a� ai • ci o >, a� E o p- U 0 2 N N O N s• C, 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. __ rA a V g C)8 0 c N r p CO CO(0�; M Q int',O-r4V # C J LL w SS D -J Lu 4 Z —•0Q, a t 0 W IL N tp ��pj 61 m w Q J _ M Z JG Z N 0 U 0 uvi W El M z C, z � z o N n' W o_ N M z 9 CD c � LL � V �V) � Of S �N = w U 11' � E — s I =lf �Q c 0 � � soe o MZ M z � o w a � F O os z® V NE ca io UO Z U pQ 4 U Q pZ W Z N i 0 a �W Z d =3 C -c ci> -J z r m�>z .0 Z � �Z <� W o go dZ J C)w< C:)a� 0 z�za 3 0 (V 121) > LO Cf) > m c9 o O ILf7 MCO r 50 cn 00 o T co +� Q 1-- 0 N Ln CV Q N N C:) CT Ln ,.r ui E w CIN6- o z E E �, m c a U Q D JOB NO: 22-06575-06570 SCALE : AS NOTED SHEET NO. -- TL L. I L III...H TEMP BIP SHOWER ENCLOSU ON CURB WIRE SHELF coo ® o0000 WASHER DRYER (OPTIONAU (OPTIONAL) LAUNDRY INTERIOR HOMES SHOWER OPTION BATH 2 KITCHEN - K2 INTERIOR UNITS REINFORCE WALL @ 3F" A.F.F. FOR POSSIBLE GRAB BAR PERADA FLEX ROOM SHOWER REO, REINFORCE WALL @ 1T TO 19" A.F.F. FOR POSSIBLE WALL HUNG BENCH SEAT PER ADA REQ. Mgt ADA REQUIREMENTS - BATH ❑00000 O DW 32 2 0" 32„ ■di ■ ■ ■ - - - - - - - - - - - - - - - - - - - - - - I EGRESS LANAI 9'-4" CLG. AFF CONCRETE OWNER'S SUITE 9'-4" FLAT CLG. CARPET NOTE: FIN. WALLS TO BE FLUSH FIELD VERIFY 12'-11 2868 17 5'-114' 2868 rn 0. BATH I I DD- 9'-4" FLAT I WIC I CLG. 1 '-4" FLAT CLG1 TILE ( 05 CARPET 1 9 o �I IN 3' 4 AV I I 0 &)I 8„ 5,.413'-34„ 2,_8„ 60"x36" SHW . AN TIL O 1---- - `° ao T A.F.F. R&S �a iv - II II II r` I co FLEX I I `6` ROOM 0) ;; N 9'-4" FLAT CLG.00 I T t- CARPET I I ca 2,-4„ 5'-6" SIM. w/ SYP C STUDS @ 12" S3 5'-042" i Q.C. r D o 5-SH s3 N H5 2868 - ----- 2868 1 (3) 2x4 #2 SPF w/ LT OB BATH 2 w/ 3/4" ANCHOR BOL & 4" FLAT CLG. (10) 16d NAILS _ TILE C R&S N 2868 2668 BF 41 "2868 __.FD. NOTE: FIN. WALLS TO BE FLUSH FIELD VERIFY BEDROOM 2 9'-4" FLAT CLG. CARPET EGRESS (2) 25 SH 10'-10" 8080 S.G.D. O LIVING ROOM 9'-4" FLAT CLG. CARPET ■ 3 '-1 13'-04" { 4 10 DINING 9'-4" FLAT CLG. CARPET I CV 10 cM _7„ I :J.6----- - - - - I / o p 1 o \• �5P r� p° K2 a W O I p, �`__� KITCHEPJr 1 9'-4" FLAT CLG. I w/ STUDS G TILE I I @ 1?" O.C. S3 REF I 3,-4„ Id.to 5,_0„ 2,_ „ Q I BF 1J�21068)N XS4D2068 5-SH LO H7 N72868 I �I LAUN, 1 HANSON BOX 9'-4" FLAT CLG. @ 36" A.F.F. TILE 1 DBL. 01 DRYER VENT THRU ROOF 2668 BF 2868 SC BUILDER TO LEDGE OF SLAB 2" PROVIDE BEYOND WALL - - APPLIANCE 10'-8" I� /I OW.H. PROTECTION .61 WHEN REQUIRE j CX'l PER FBC FOYER L-"a CD 9'-4" FLAT CLG. c� TILE T 3068 G.I. 1 ENTRY - 10 9'-4" CLG. A.F.F. N CONCRETE _ 1-CAR GARA E - - - - - - - 9'4" FLAT CLG. AFF CONCRETE _ -------- - --- 01 I I I I I I I I I I I I K I 1 I S4 I I I ' O I I I ■ 8070 GARAGE DOOR 1'-10" 8'-0" ■ V-6" 60 00 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 91/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=295 0 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 RAG (2) - 2X4 #2 SYP W/ 1/2" FLITCH PLATE Follow Q/S4. See Plan for 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 WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18 X25 S.H. 13 20 X 381 18 J X 371 S.H. 14 20 X 501 18 4 X 50 S.H. 15 20X63 18JX62J S.H. 16 20X72 181X714 S.H. 11-12 271/4X26 26X25J S.H. 11-13 271/4X38J 26x37 S.H. 1 H4 27 J X 50 J 26 x 50 S.H. 11-15 27JX63 26X621/2 S.H. 11-16 27X72 26X711/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 J 36 J X 37 3/4 S.H. 24 37 J X 50 J 36 J X 50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37 J X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 WIDE S.H. 32 54 X 26 52 X 25 S.H. 33 54 X 38 s 52 J X 37 J S.H. 34 54 X 50 J 52 J X 50 S.H. 35 54 X 63 52 4 X 62 1 S.H. 36 54 X 72 52 J X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. UNIT 1397 - FLOOR PLAN SCALE: YV=1'-0" OPENING PRESSURES ENCLOSED-EXPOSURE"C" OA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 +28.3 / -37.0 OE +26.6 / -29.1 +26.6 / -33.5 OG SEE SN SHEET OH 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 1 +29.7 / -39.7 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 1-318" 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 Silts 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 fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND 9'-4" TOP OF MASONRY WALL 10'-8" TOP OF MASONRY WALL 11'-0" TOP OF MASONRY WALL 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 LIVING AREA 1400 S.F. GARAGE 241 S.F. LANAI 101 S.F. ENTRY 21 S.F. TOTAL SQ. FT. 1763 S.F. INSULATION REQ. LOCATfON 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) OG.C. TO COORDINATE PLUMBING TO AVOID CONFLICT WITH STRUCTURAL WD. COL. rye � W o u ate. t� �LLJ C.) V I G l9 N - �m>c L.L. {A N t O J X at cis c � e G & u 'r Q s 3 m L N' '1r 2P. G O � T E 0 0 U cf;. 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 v E 0 a1 N 0 00 Yi f4 N 0 � # LL Q W M LL L L W LU L l9 9O w _ o 0 z LLWin�pjO' m -`n N Z ¢ J ZN OU 00 W ❑ ❑ Z N z N z o a N M l/) z 0 v � o - u_ P r6 w M ji 'Pr U -� O w o V) c �tn U w h- J C U) Q Sm cn W M N O z U_ zo >ry Zo <® o. p E U wj oa FCU _ 0 VO a0 00 Z o E o �; N <� Wz w= .�. p z mo O Cf)-JN a"m�Z W25N a z WT3 F - CDWa zLL�F �� ao � �V a= Ov 25 : 2N0 N > Il.() Cn \ B M O O IL!") M CO r OCr Q T 00 m 00 ,- a +-+ O N In -0 CD f` Q CV Ln Cfl t to E ! N Z W ON z E m E � FLU Q p � JOB NO: 22-06575-06570 SCALE : AS NOTED SHEET NO. 2 4" T-3" T-3" 6'-10" _ I 6f T'1,-T' L T-T' 3� KITCHEN - Z( K 1 EXTERIOR UNITS i I WASHER DRYER (OPTIONAL) (OPTIONAL) L L LAUNDRY ------ 1 1- 1 32„ 3'-2„ 3,_O„ TEMP BIPASS SHOWER ENCLOSURE ON CURB EXTERIOR HOMES SHOWER OPTION BATH 2 REINFORCE WALL @ 36- A F.F. FOR POSSIBLE GRAB BAR PER KITCHEN SHOWER 'y ADA RED. REINFORCE WALL @ 17 TO 19" A,FF FOR POSSIBLE E H BENCH SEAT SEAT PER ADA RED. 2x6 BACKING y MB2 ADA REQUIREMENTS - BATH 2 o� �o 0 N v (V 3 P-1 ■ EGRESS OWNER'S SUITE 9'-4" FLAT CLG. CARPET NOTE: FIN. WALLS TO BE FLUSH FIELD VERIFY 12'-11 T-O" No 2868 1. BATH 9'-4" FLAT CLG. TILE as 0 ON ■ --------- ■ ■ I I L NAI ■ 9'-4" CLG. AFF CONCRETE i I 2'-0" 8080 .G.D. CV 2868 5'-111" 2868 Lo I I o WIC I " 4' FLAT CLG CARPET 3'-6" 2'-54„ I LI ING ROOM 9'4" LAT CLG. r�ARPET 1 ■ W N " ■ A S3 TIL L N I - - LL7' A.F.F. R&S 3"j ' t 3'-6" %5-SH FOYER 306 ` i - - - - - 9'-4" FLAT CLG. © T - - ON! TILE . ,41. F REF 2068 BF TILE CRBTE K 1 50 w Z KITCHEN 9'-4" FLAT CLG. STUDS 42" HIGH I TILE 12" O.0 I KNEEWALL D S3 SINK w/ G I o DISPOSAL 1 l r---J S3 11 17 I D/W I - --- - _0 L__-J i,iriiiriiii LiiiiiL04" I H4 N ILE/SH ER 0 07'A.F 2'-8j" 6,_0„ 4,_0„ CRYLI BATH 2 2868 $0 4 O DINING 9'-4' FLAT CLG. CARPET O 9'-114' G D ES3 S3 ■ 9'-4" FLAT CLG. ci 1 (3) 2x4 #2 SPF w! S20B ` TILE 3068 w/ 3/4" ANCHOR B DLT & BUILDER TO PROVIDE H APPLIANCE go PROTECTION WHEN REQUIRED u PER FBC T-04" _ _ _ _ 4,_0" ATTIC 1 L_AC'CE-sS_j 10 1-CAR GARAGE 9'-4" FLAT CLG. AFF CONCRETE j. EDGE OF SLAB 2 / BEYOND WALL ---- I I - I I I I I I I I I I I I 1 K Id I S4 I I I I I I i ■ 8070 GARAGED OR O71 1'-10" 8'-0" 11'-0" ■ (10) 16d NAILS ■ II - M 7 FLEX ROOM �u) Cis � I 9'-4" FLAT CLG. � � o) II CARPET w N II II ■ 2868 4' 4„ 3,_4„ 7, 34„ CD c, -------- --- ■ / A 2868 °' 2668 `D BF ON BOX A.F.F.R&S S3 Lu J'HAN Cn� 1�2668 1 BF ENT THRU ROOF BEDROOM 2 9'-4" FLAT CLG. CARPET NOTE: FIN. WALLS TO BE FLUSH FIELD VERIFY (2) 25 SH O EGRESS 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 OPENING PRESSURES ENCLOSED - EXPOSURE "C" AO +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 O +26.6 / -29.1 O +26.6 / -33.5 OG SEE SIN SHEET O SEE SN SHEET M140 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 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 General Notes H8 (2) - 1 3/4" X 7 1/4" R302.5 Dwelling/Garage Opening/Penetration Protection LVL 2.0E Fb=2950 Opening and penetrations through walls or ceilings separating the q dwelling from the garage shall be in accordance with sections SYP W/ 1/2" Follow Q/S4. See Plan for (2) -CH R302.5.1 through R302.5.3. RAG Bearing Wall Call Out When FLITCH PLATE Straps are Required R302.5.1 Opening Protection VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED Openings from a private garage directly into a room used for SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND sleeping purposes shall not be permitted. Other openings between o REQUIRED STUDS the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel 'f' " WINDOW SCHEDULE doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration R.O. CMU R.O. FRAME SIZE TYPE Ducts in the garage and ducts penetrating the walls or ceilings (Flange) (Fin) separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid r 12 20 X 26 18 4 X 25 i S.H. nonmetallic class 0 or classl duct board, or other approved b 13 20 x 381 184 X 371 S.H. material and shall not have openings into the garage. 14 20 x 501 18 4 X 50 S.H. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 15 20 X 63 18 4 X 62 1 S.H. shall be protected as required by section R302.11, Item 4. 16 20X72 184X714 S.H. R302.6 Dwelling/Garage Fire Separation. 1IH2 27 1/4 X 26 26 X 25 S.H. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. 11-13 27 1/4 X 38 26 x 37 S.H. Attachment of gypsum board shall comply with Tab;e R702.3.5. 1H4 27 � X 50 � 26 x 50 S.H. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit 1H5 27 X 63 26 X 62 112 S.H. wall: From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or c� 11-16 27 X 72 26 X 71 112 S.H. equivalent applied to garage side. 22 37 J X 26 36 J X 25 1/2 S.H. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. r O 23 37 X 38 36 X 37 3/4 S.H. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less ~ 24 37 X 50 36 } X 50 S.H. than 1/2" G 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 25 37 X 63 36 J X 62 1/2 S.H. to the interior side of exterior walls that are within this area. C� 26 37 X 72 36 J X 71 1/2 S.H. R312.2.1 Window Sills DOUBLE 2 WIDE 75" TALL 73 � WIDE S.H. In dwelling units, where the to of the sill of an operable window is 9 P P located less than 24 inches (610 mm) above the finished floor and 32 54 X 26 52 X 25 t S.H. greater than 72 inches (1829 mm) above the finished grade or �1 � other surface below on the exterior of the building, the operable 33 54 X 38 J 52 4 X 37 J S.H. window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 34 54 X 50 J 52 } X 50 S.H. mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided 0 0 35 54 X 63 52 4 X 62 t S.H. 7 o 0 36 54 X 72 52 X 71 S.H. with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening r control devices that comply with Section R312.2.2. iv ~ 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. 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 o shall be exhausted directly to the outdoors. Exhaust air from �- bathrooms and toilet rooms shall not discharge into an attic , crawl w 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 9'-4" TOP OF MASONRY WALL 10'-8" TOP OF MASONRY WALL 1 V-0" TOP OF MASONRY WALL in M - N 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 LIVING AREA 1517 S.F. GARAGE 260 S.F. LANAI 104 S.F. ENTRY 20 S.F. TOTAL SQ. FT. 1901 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) UNIT 1500 -FLOOR PLAN GARAGE SEPARATION R-11/R-13 KRAFT FACED GARAGE /LIVING) SCALE:Y4"=1'-O" n G.C. TO COORDINATE PLUMBING TO AVOID /-1 CONFLICT WITH STRUCTURAL WD. COL. N a c: ) U fl. M Nmo._ N O f9 �cu = O ct tj ycl�o cl N �- c � o a o 4. cJ 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. N W a 0 E 4 U o - c y0 N �, N V) m rn J LL Q N(Mo 5522 C J LL w 13 i JLLiL i a w Z -arn a L N C q IlY ] N N CD 0 o 0 W_ cy). 05 IL'^ O1 m w LO "Z 04 O c ov Z WIn ❑ ❑ Z N M 0 z o GEE Q g. ; � M Z v LL 4 (� n w � U O N w o c Hrr6 N "� U w J E t � al J . U o C u) a t• l0 N co o I� o � M co z o z Z � m CL `;o of w� >p <N za Co .T x� z az u° o Z O N a = o <o - z ww - U:)o m� o° Z Z_ m>z �i a 8Om zo U - z W d Uo ?o � F � �z x � _3 o O oa a � O_ W z¢ u 3 .s `N ;n f0 °' rn O \ O � iL O T /11 M Co T :3 O Q T Cr N 00 U) m 00 OQ T 0 N Ln O E M I� N � Q N Ln O t cn �' E N o M :300 N Z z m E E a a 0 m d-J a 0 -JQ o JOB NO: 22-06575-06570 SCALE : AS NOTED SHEET NO. 3 8 COMP II I II COMP NIT 1500 NIT 1397 NIT 1397 SYMMETRICAL SYMMETRICAL BUILDING PLAN (Left) SCALE: 3l16"=1'-0" '6 UNIT AREA TABULATION LIVING AREA 8634 S.F. GARAGE 1484 S.F. LANAI 612 S.F. ENTRY 124 S.F. TOTAL SQ. FT. 10854 S.F. rzi cm N r,4 G _� N W l O U f^' co s� rn G N N d N C,I cn- as �y o_Ya z U 3 cc f6 y O� c E � P � G.1 O ..,t/61f i.11�ef 01, '?-�• a� J— l— •lug � !� ^ �.. �.. / � 1� erp. ii` 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 a 8 U o N C r rI Q (`i Ci U LL N J C J LL uJ 1 J U- o Z ��O' tm9 0 W @ N r D O O Z us co CP .. m LO N Z Q J Z N x 0 OU < v W ❑ ❑ z N to O gj z N WINER z a V1 N M z v U o , l LL T � U OWN U w = �— E r i = L d U o N U) O ° ® Q N O. rD O Mti 2 W Z coL o � J ILA- ca E U ¢ N oa (U < o j 0 — C:)ril O R < o ¢ �z W E O Z (Cj)(n J fn <m Z 1Z C { Z r w U N w a J w w �0 �� � 5 a 3 C CN N >� � o > CD LID T /11 M cor 0 O Q Cr Y N 60 U 0 m 00 oQ r a--+ i-J O N C N CD Q N Ln m � 00 Z Z E E d U -j Q 0 JOB NO: 22-06575-06570 SCALE : AS NOTED SHEET NO. 4 — ' i-- !- - 1-- - - -- - - - - ' ' - l 1 1'. I I i _ I I _. I - - - — I - -- II _ I'll, SYMMETRICAL 26'-8" 26'-8" 27'-0" LIMP COMP COMP 1 •---------------- ■ ■ ■ ---------------- ■I _ CV ■ ■ ■ — — — — — — — — — — — — — — ■ ■ — — ■ I LANAI ; LANAI I LANAI OWNER'S OWNER'S ■ ■ ■ SUITE ' SUITE ■ ■ , OWNER'S SUITE I I LIVING LIVING "ll" ROOM ROOM I G E) I -- -- LIVING I I O. BATH WIC I I o I o O. BATH I I WIC I I I E) i I I ROOM , I I I I O. BATH I I o _ DINING i i i i DINING I I I I I WICFn ■ I I I i I ---------\ \ i i i i -------- FOYER' I TF I \ O \\ II ;; FLEX I II FLEX �' o ( * Q ROOM ROOM O - i i i I i i - p a KITCHEN I N Cv KITCHE - i i - ITCHEN o i i II II i DINING I i r. o ■ �H � BATH 2 ■ ALIN. LAUN. I BATH 2 BATH 2 ■ _____ G� 0I ----- I W.H. L FLEX ROOM I W.H. I W.H. O I I II I I x I1 /I I\ /f O F -1 k1 I - L'�J FOYER I FOYER LYJ L_=''' BEDROOM 2 BEDROOM 2 1-CAR GARAGE 1-CAR GARAGE - 1-CAR GARAGE ENTRY ENTRY 4 r------------I I I r-----------� I I r----------- 7 I I I I I I I I I I I I I I ■ BEDROOM 2 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 ■ ■ ■ 26-8" 26-8" 27'-0" 80'-4" SYMMETRICAL UNIT 139 UNIT 1397 UNIT 150 BUILDING PLAN (Right) SCALE: 3/16"=1'-0" 6 UNIT AREA TABULATION LIVING AREA 8634 S.F. GARAGE 1484 S.F. LANAI 612 S.F. ENTRY 124 S.F. TOTAL SQ. FT. 10854 S.F. C.4! N C* o .•. �-c G W G CO U N co X ✓ C ' 6- N �p O W O rc N Y a� dG ✓ C cr "'3 ti io a3i d d J ✓ 7 G C� �D �o vr c ✓ r, ) N. �l N °``�''rflli�l'E�'••14 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 �E8 o %4 C N Is -- �� Z, (A Q L� N M V oLLIy W o. � _ meY oN �$ '@ fD O �. O W Z ��pjOf Co J M Z a a INIL OU Z W ❑ ❑ Z N cn o $ z z r` QE3J to z U o OW tIN^ O c N � V7 U w Imo. p8� U o c Cn Y ° �Q M M ¢ 00 Z a LL- CL � O ZO Q O wz >N 6 z® oa Z f6 o Q� X U ¢Q Z U0 � U OR Q W N `p 00 Qo W mE o of C C r 6 "� oz z 'aw z __ 4J J 0, �N / tN1 N < o< Z Z ao wLL �w W CD a. z a 0 Mj O CID w - a z OUP za 0 `N > Ln CID ai rn O � � LO T /11 � M Co T :3 O Q r co � m o 4--+ O N Ln N O O Q N LLA CD (0 ai M W y Z Z E c IL U -i ¢ p JOB NO: 22-06575-06570 SCALE : AS NOTED SHEET NO. 5 _f L i III III ➢ P 1 1 11 1 L PLATE PLATE _—_ _ —_ _ Itt _ _ or"—_ EXTERIOR CJNJEEP PLASTER ON HDR GT, _ — — — —FRAME — — — — 6'SCORED BAND FIN. FUR. - 8"SCORED -- ., T-4" T 12 _ - _ FLASHING 6 - - -�— NONFUNCTIONAL GABLE VENT ------------------- ®--� V 1411 \-TEXTURED 8070 OVERHEAD DOOR CEMENTITIOUS FINISH ON C.M.U. (TYP ) 12 6� ■�ll� 8070 OVERHEAD DOOR PLATE�— DOOR Y— — — — — — — HDR HGT. — — — — m 8080 S.G.D. W808.G.D. TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) SHINGLE ROOF INSTALLED PER MANUFACTURER'S 12 6� FLASHING CEMENTITIOUS FINISH ON C.M.U. (TYP.) I�' Ili I � 1'1 SHINGLE ROOF INSTALLED PER MANUFACTURER'S I SCORED BAND — 225 SH----(2)25 SH------ — — — — — — — — — — — — — — \ — — TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP.) __ SHINGLE ROOF INSTALLED PER MANUFACTURER'S SPECIFICATIONS I I II I 8070 OVERHEAD DOOR ININIMIN IO iE FLASHING �■■■ �■■■� .,�� it _ ��■�I�■■,'i III - .,1' _ CEMENTIT10US FINISH ON C.M.U. (TYP.) 12 �6 E 3068 8070 OVERHEAD DOOR W70 OVERHEAD DOOR FRONT ELEVATION s"scoRED BAND — — — — — (2) 25 SH — (2) 25 SH L —1— — — W80 S.G.D. 8080 S.G.D. TEXTURED CEMEMI noun FINISH ON C.M.U. (TYP.) C VWEEP EXTERIOR PLASTER ON FRAME _ b 13 H S' SCORED 6" SCORED BAND BAND 259H 1 a -El 25SH 25 SH 25 SH 25 SH -'�-h• 1. �:.^r`- x.'• '"'"<.--1 'i-h,.. x."+` Y: 8 SCORED 8"SCORED TEXTURED BAND CEMENTITIOUS AID FINISH ON C.M.U. (TYP ) LEFT ELEVATION SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'-0" -------------- - — (2) 25 SH 8080 S.G.D. TEXTURED CEMENTITIOUS FINISH ON C.M.U. (TYP,) REAR ELEVATION FINISH ON C.M.U. (rYP.) SCALE: 1/8" = V-0" SHINGLE ROOF INSTALLED PER MANUFACTURER'S SPECIFICATIONS RIGHT ELEVATION SCALE: 1/8" = 1'-0" EEP EXTERIOR PLASTER ON — — — FRAME — SCORED TEXTURED ELEMENT SCALE: 1/4"=1'-0" FOR FRONT ENTRY DOORS SCALE: 1/2"=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. txtenor luovering 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 c*,t 0- tn �LA_ a un cc N L w a C, N da�� R a> u c0 cc c3i O7 m �. MCD eo 0 � v N L "011 1, till 1,11110\' 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 E V S �p�°w C M �Mvz JJ N S J Q LL W JLLLL 52 a- Z m c °' a o W W 02r- 1 u W m W Z ° M 0 d N OU Z W ❑ ❑ Z oN� M Z pip Z n V) z U .2 U. t!T LU � U � OL11 8 In c c� o • N r— o CID w M 0, Z d U- lL E w ¢ wa Z® 0� o I— IV x U 0 0 O Z — C O G Nro ar p a0 OQ az ¢� <o m� ra U O z Z Z N J m <p ¢w �Z N 3 CL $ Z aZ a 100 cfl F z�a �N 0 > Lf) Cn _ ai rn O LID T Al M CO n O Q _T CT Y cv m Q Z F- 0 N Ln O O -- N 0) � N Ln NM o cc 3 W i i E U) Z C a L U Q p C JOB NO: 22-06575-06570 SCALE : AS NOTED SHEET NO. 6 -1 1 — — -- ELECTRICAL SPECIFICATION 15oaz00AINDOOR PANEL CENTER NOTES: 0 #14 to lights & outlets NEMA t 10 #12 to appliances and GFI ELECTRICAL CONTRACTOR 200 AMP/ it #10 to WH MUST VERIFY WITH THE 0 #8 to Range SPECIFICATIONS FOR THE TYPE 10 #6 to HVAC OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR METER LOCATION PURPOSES. 15o=vo 200=4/0 in 2" Conduit 200 amp 150 amp if UNDERGROUND Disconne SERVICE BY POWER CO. INTERSYSTEM 4 Bare Cu Ground BONDING o #4 GROUNDING WIRE TERMINATION PER 7I WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER/UTILITY COMPANY. 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 comer counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER PEPP WEATHERPROOF DUPLEX OUTLET W.P. GROUND FAULT INTERRUPTER DUPLEX OUTLET FEFG F.I. HALF -SWITCHED DUPLEX OUTLET 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 1-0 WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE Q EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) � f6 PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT D]M ELECTRIC METER owl ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN G J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR J OPT. CEILING FAN AB (1) PHONE LINE, (1) DATA PORT SMOKE DETECTORS SMOKE DETECTORS SHALL BE IN ALL SLEEPING AREAS, SHALL BE INTERCONNECTED, SHALL BE WITHIN 1' TO 3' OF PEAK, AND SHALL BE 3' FROM THE SUPPLY OR AIR STREAM, AND EQUIPPED WITH BATTERY BACK—UP. ALL SMOKE DETECTORS TO BE ARC —FAULT PROTECTED. FAIR HOUSING ACT REQUIREMENTS: OPERABLE PARTS OF THE CONTROLS FOR LIGHT SWITCHES, ELECTRICAL OUTLETS, THERMOSTATS AND OTHER ENVIROMENTAL CONTROLS MUST BE LOCATED NO HIGHER THAN 48", AND NO LOWER THAN 15", ABOVE THE FLOOR. IF THE REACH IS OVER AN OBSTRUCTION (FOR EXAMPLE, AN OVERHANGING SHELF) BETWEEN 20 AND 25 INCHES IN DEPTH, THE MAXIMUM HEIGHT IS REDUCED TO 44" FOR FORWARD APPROACH; OR 46" FOR SIDE APPROACH PROVIDED THE OBSTRUCTION (FOR EAXMPLE, A KITCHEN BASE CABINET) IS NOT MORE THAN 24 " IN DEPTH. OBSTRUCTIONS SHOULD NOT EXTEND MORE THAN 25" FROM THE WALL BENEATH A CONTROL. COMP. DISC. WP GFI VERIFY METER LOCATION WITH BUILDER 2 II,VTR vl` I `21j VT @p SIN 3° R r 3" TUB I\\�'� 3^ 3 I I G ll, VillP 4h 2^ 3° 41, 3^ TO MAIN PLUMBING RISER_ SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER UNIT 1397 — ELECTRICAL PLAN SCALE: 1/4"=V-0" N y W cic— o M U N m X cu.. o.. 0 N D N w w a C� cc d w uLn �o 6�- U 0 N CV O N N 0 cfl 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N � Q co 8 N 0)o v coo - — ono N Q C J U-W M w LL Il w a Z tmIm _o 7 .N $ W U) IT m w N N Z Q J LL Z co OU = W ❑ ❑ z N M z � z Q J d � W N z CD o Q) a-1 N l0 w � a V � 0,^ LL' 8 vI ^! C N v — E I Q Y o w M a o z z � oLL a R Q E w ? z O a 0o �r O Z O C to dz ° z CV L w o 4) m ¢ o Z - F o C �� >z ZU)cazZ in F� <Z N ,z oa Z 30 a W w CO r J� <a ;o o c0 V, zla a 0 3 C `-N > L CU ai rn O O \ 0 T VV`v!! � M AA1 T :3 C) Q r co Cn in Q T }# �--' O N Ln a=-• CV C:) N N CD CT CIO In Cib a; E c z mv; 00 Z E y E v «? cc C c a U Q 0 JOB NO: 22-06575-06570 SCALE : AS NOTED SHEET NO. 7 �— 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. 150A1200A INDOOR PANEL CENTER #14 to lights & outlets #12 to appliances and GFI #10 to WH 98 to Range #6 to HVAC ti 150=2I0 200=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUND 0§connectl SERVICE BY POWER CO. 4 Bare Cu Ground INTERSYSTEM BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. GENERAL ELECTRICAL NOTES . Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). CODES AND THE LOCAL POWER/UTILITY COMPANY. 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 DUPLEX OUTLET ABOVE COUNTER W.WEATHERPROOF DUPLEX OUTLET P. G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET 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 O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ® D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) P� PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) © TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ]M ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH �� ROUGH -IN FOR OPT. CEILING FAN G�J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR fi T J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT SMOKE DETECTORS SMOKE DETECTORS SHALL BE IN ALL SLEEPING AREAS, SHALL BE INTERCONNECTED, SHALL BE WITHIN 1' TO 3' OF PEAK, AND SHALL BE 3' FROM THE SUPPLY OR AIR STREAM, AND EQUIPPED WITH BATTERY BACK—UP. ALL SMOKE DETECTORS TO BE ARC —FAULT PROTECTED. FAIR HOUSING ACT REQUIREMENTS: OPERABLE PARTS OF THE CONTROLS FOR LIGHT SWITCHES, ELECTRICAL OUTLETS, THERMOSTATS AND OTHER ENVIROMENTAL CONTROLS MUST BE LOCATED NO HIGHER THAN 48", AND NO LOWER THAN 15", ABOVE THE FLOOR. IF THE REACH IS OVER AN OBSTRUCTION (FOR EXAMPLE, AN OVERHANGING SHELF) BETWEEN 20 AND 25 INCHES IN DEPTH, THE MAXIMUM HEIGHT IS REDUCED TO 44" FOR FORWARD APPROACH; OR 46" FOR SIDE APPROACH PROVIDED THE OBSTRUCTION (FOR EAXMPLE, A KITCHEN BASE CABINET) IS NOT MORE THAN 24 " IN DEPTH. OBSTRUCTIONS SHOULD NOT EXTEND MORE THAN 25" FROM THE WALL BENEATH A CONTROL. VERIFY Pj LOCATIOP BUILDER WP COMP. DISC. II 31 Sit 2^ �, vII R I` > RIIV h II 3 LA31r 3h 41l 4' 13,1 I 211 W� �0 To M lie qI N PLUMBING RISER_ SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER UNIT 1500 - ELECTRICAL PLAN SCALE: 1 /4"=V-0" ia 064 C g� �. o Cn � W r M N os cc Y � S1 Vary c E �o P- U `o N O N N 0 cn 0 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 W a v tE (0 t� 0 O N o 0 Cb a (n n J N Q N CD w N S J 10 J LL Sz W J LLLL ,CL Z -a a m c 01 0- o O 1'— W W 0 2 °' - w Z �; C' Z a J Z N OU 0 W El El CD z N M z � Q a. N U) N ti M M ,z,^^ V Q 4 -+ 0 w S N O iN U LLJ 77 ~- J E � $ I zlr S U o 482 N44 o co w ZZZ co M O R Q J U- 0 UO ZO O z Zo a n oa CO XU UO Z G7 E N � az woo �z a aw d ao m� p v y U "m O ZZ 'aw Z sZ V7 ¢ Z O a� N [] oM w 2 d y W W o az Wa z3 �5 �o 0 `CV > LO Cn ai rn O O > � LO T � n Co o a 60 U) m 00 � Qr N O o Q N N�-1 CN CD c6 a; E mv; c 00 z Z E N �' a cc c a L) JOB NO: 22-06575-06570 SCALE : AS NOTED SHEET NO. 8 5x5x3/8" A36 STEEL BASE PLATE 2" 0 SCH40 STEEL PIPE w/ GALV. G120 FILLED w/ CONCRETE M A A L (4) 1/2"x3 3/4" WEDGE — — ANCHOR BOLTS w/ MIN./MAX. 3" EMBEDMENT 5" SECTION A -A 4E d d CONCRETE SLAB PER PLAN r24 BOLLARD DETAIL SCALE: 3/4" = V-0" SYMMETRICAL SYMMETRICAL FOUNDATION PLAN SCALE: 3/16"=1'-0" nJ nJ fJ -o .y 6i1 > w t o C A U N 'fl m x +� C 66 C3 Cn a N L N y C �O Q CV 75 a� S y E t c � 3 � � T N 1Z c E cc Cj [1 CJ 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 - Residenbal 7th Edition. Engineers signature and seat is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N Wa E G fV1 cn N Q C) C J u I JLLLL W , Q. Z _ — o a m c C", L f6 0 co C14 WU) cp m LL Z .. J 0 Z Q N OU 8 Z W ❑ ❑ z N (O z v iz: N N Z V O 4- W � V O 1Vi W o C N A� 1— fn U W � • k ~ J E � �Q U 'o c Cn Q o M w M i 0 L E =o '0<� >n Z® E OV co o, x� oa �o z E 0< a�gZ 0 a CV ro ¢ ro _ Cn Zz= OY m0 Oz z <w N CO) aw ° gZ a z W N! �LL Z. r O Q0 wa �O a 2N a > Ln � - o) m o > 0 LO r CIO C Q DO m Q T I— N O O I� N 0) C( N 1n ui E @ � N z° z CO E E C`6 c C FL U JOB NO: 22-06575-06570 SCALE : AS NOTED SHEET NO. 9 21 ROOF SHEATHING SEE PLAN DORMER TRUSS- 2 x 4 SPF STUD—' WALL AT 16" O.C. WITH SP1 AND SP2 TOP AND BOTTOM EACH STUD SEE PLAN PLYWOOD SHEATHING - ATTACH PER SCHEDULE SIMPSON MTS12 AT 32" O.C. ROOF SHEATHING AL VARIES -2 x 4 SYP. BLOCKING AT 16" O.C. WITH (2) - 16d END NAILS, TYP. TRUSSES, TYP. 2 DORMER DETAIL 1 O SCALE: 3/4"=1'-0" TRUSS OR CONN. 11 V A 0173C CrI In WALL AT 3P1 AND 'TU D 3 DORMER DETAIL 1 O SCALE: 3/4"=1'-0" 8 x 16 BOND BEAM REINFORCED WITH (1) #5 CONT. EACH COURSE GROUTED SOLID TRUSS A SEE 1 FOR L-1 ADDITIONAL INFORMATION UNIT 1500 d4.TRUSS (SEE PLAN) 9'-4" BOTTOM d OF A 4.. BUCKET EACH TRUSS (2) - 2 x 8 SYP. TRUSS INTO DOUBLE P.T. LEDGER LEDGER PER TRUSS CONT. MANUF. LAYOUT CMU WALL (SEE (2) 2X8 SYP P.T. LEDGER w/ g(2) FLOWS OF 1/2" TITEN HD PLAN) STAGGERED @ 24 O.C. w/ 5" 1 SECTION AT LEDGER EMBEDMENT 1 O SCALE: 3/4"=1'-0" N❑a 12" 6" I 6" � 6„ 11 O.C. STAGGERED ELEVATION A -A UNIT 1397 GIRDER TRUSS (2) TITEN HD EACH SIDE OF GIRDER & @ END OF LEDGER SYMMETRICAL A& AIL SYMMETRICAL UNIT 1397 ROOF FRAMING NOTES SHINGLE ROOFING SYSTEM (SEE ARCH.) OVER MIN. 7/16" OSB ON PRE-ENGINEERED WOOD TRUSSES AT 2'-0" O.C. MAX. SEE PLAN FOR TYP. ROOF SLOPE = 6:12 TYP. U.N.O. ROOF FRAMING PLAN SCALE: 3/16"=T-0" TO R 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 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 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 `Ar/ (32) 16D 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 1 112" SP1 555 535 10 - 10d SPT22 735 8 -10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 1 555 12-10d x 1 1/2" HHCP2 1 680 570 (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 (8) TRUSS TC THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT I-). 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. RI 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 WRIER ■■ SEE SHEET D1 FOR ROOF FRAMING DETAILS ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft WIND SPEED (ULTIMATE) 1140.0 MPH WIND SPEED (ALLOWABLE) 1 108.4 MPH EXPOSURE CATEGORY I C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=oft AREA ROOF 1 1 2e I 2n I 2r 1 3 3e 3r. 10 HIP -35.94 -49.57 -49.57 -49.57 GABLE -38.22 -38.22 1 -60.99 -60.99 -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 r ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: (D G) SHINGLE: %6" EXP. 1 (2Y16) or 1V2" EXP. 1 (3716) r TILE: 1V32' EXP. 1 (32/16) NOTE: I 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 )/8" x 0.113") NAILS 3r 3r m 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V32', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=4ft 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. �s c-4 CIA c o � d -c 7 W o o c r_ o c eaor� N --omx Ln M C i N d O 3 n ��- 67 � c L) v � �sm >r m o f5-. U 0 (' �• it a'�pl�J .,.�`�'��• 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. N a F M 8 V N n v� e W- c N_ m fir Ui 04 0 '4 J �• 46 m Q ri C -r LL w LL J LLG _ W = m c a L :o 0 � f°N� O W r°��cr?O1 m w Z 00 Z Q NLLW 0 0 N 0 U U O Z W ❑ ❑ z N to O z O N z Q Q J 0_ to N N z cc v u- (� W � m U O w $ CA N v I � = r U C W ' � S U o 5,' N sm O 10 2 w z M LL_ �oS C oo dz o E V "'� z® Da w� Fes- �`-� o� Z o N &=a 0 4z m0 oz >z ZC0CIY zo O4 g 0�w WCL U �' ado C z a w wa �0 >O O CO za a 003 C > I.i) (U 0 O \ O 0 Ln � � n M CO T :3 c Q r Cr ;ii N 00 U) 0 m 00 OQ T }� 0 04 In 04 c\V M Q N Ln ui E E c 0 N Z z E @ d E U Q JOB NO: 22-06575-06570 SCALE : AS NOTED SHEET NO. 10 i I G9! I� 0 I46 RIDGE 0! 7 tiA ZONE-1 ATTIC SPACE 1072 SQ. FT. 6 > 8 La H Cr 8 O G LU 0 Cr 6:12 SLOPE UNIT 1500 P-1kF7P 2 FP-1 4'-0" 4'-0" 2 FP-1 -1 FP-1 ZONE-2 ATTIC SPACE 992 SQ. FT. FP 1 ZONE-2 ATTIC SPACE 996 SQ. FT. 2 FP-1 1 1 1 -1 FP-1 FP-1 ZONE-2 ATTIC SPACE 997 SQ. FT. Attic Ventilation ATTIC VENTILATION CALCULATIONS Attic Ventilation to be in compliance with the Florida Building Code 7th Edition ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED (2020) Residential R806. The Minimum net free ventilating area shall be 1 /150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% 1/150 Rule 1/300 Rule Ridge Off -Ridge but no more than 50% of the required ventilation is provided in the upper onion of q p pp p (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. the space to be ventilated. Upper ventilators shall be located no more than 3 feet Req.) (Ft.) (measured vertically) below the ridge or highest point of the space, with the Total balance of the required ventilation provided by eave or cornice vents. Ventilation **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN*' ATTIC Provided (Values to be verified with Manufacturer Specifications) P� ) SPACE SQ. FT. SQ. IN. of SQ. FT. Total SQ. � by Upper • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT SQ. IN. of of ventilation to of vented IN. of SQ. IN. of SQ. IN. of Ventilators • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA I SQ. FT. ventilation vented be provided soffit ventilation ' Ventilation Ventilation (See Elev) • STUCCO SOFFIT VENTS - 126 SQ. IN. OF NET FREE AREA / SQ. FT. required needed required soffit by upper *If not enough vented soffit is provided due to fire protection, the contractor shall use the needed ventilators following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA I FT. **Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) Main 0.0 2.0 Floor 1070 1027 147 514 37 257 276.0 (Zone 1) 0.0 276.0 Main 0.0 2.0 Floor 992 952 136 476 34 238 276.0 (Zone 2) I 0.0 276.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. 2 %J 2 1 1 FP-1 FP-1 FP-1 1 FP-1 ZONE-2 I I ATTIC SPACE S C o I I 994 SQ. FT. co 3 FP-100, _ 3 3 0 0 FP 1 FP 1 Cn U Cn N_ N _N N_ CO c0 O CO FIRE RETARDANT PLYWOOD FIRE RETARDANT PLYWOOD FIRE RETARDANT PLYWOOD FIRE RETARDANT PLYWOOD LOCATION. LOCATION, LOCATION. LOCATION. DO NOT BREACH DO NOT BREACH DO NOT BREACH DO NOT BREACH 00 4'-0" ROOF VENT 4'-0" ROOF VENT 4'-0" ROOF VENT 4'-0" ROOF VENT 4'-0" ROOF VENT 4'-0" ROOF VENT 4'-0" ROOF VENT 4'-0" ROOF VENT 0 000 0 0 0 0 0 RIDGE RIDGE RIDGE RIDGE G9<<F`00 I w I I w I I w I I w I I I I I I � I I I I I I I I I I I I 6�12 SLOPE 6:12 SLOPE' I I 6:12 SLOPE 6:12 SLOPE' I I 6:12� SLOPE 6:12 SLOPE � I I 6:12� SLOPE 6:12 SLOPE � I I I I I I I I I I IorI I I I I I ------�-------1--- ---� LU-1 LU 00 uj --- ---J o "4' 0 0 w c—'i� W cn O � is m N_ CO J A 6:12 SLOPE 6:12SLOPE 7 ti1 1 1 1 FP-1 FP-1 I �Q yo I FP 1 FP-1 o � I �Q 2 I Cn � I 2 i I FP-1 I � � I i FP-1 I FP-1 FP-1 2 FP-1 4'-0" 4'-0" 4,_0„ 4,_0„ 4'-0" 4,_0„ UNIT 1397 � UNIT 1397 UNIT 1397 ! UNIT 1397 41 ZONE-1 ATTIC SPACE I 1070 SQ. FT. I I z JP�� Uj > 6:12 SLOPE g CCN n RIDGE 4 a w Cn 9l�Fi 1% 0 Nw cG JPLU 6:12 SLOPE I 1 1 FP-1 FP-1 2 UNIT 1500 FP-1 ROOF PLAN. SCALE: 3/8"=V-0" C'" fl as o > W o y o� o cn y 'CcO N r rn y CD d c-W fU G yo � at rs J ' 3 co is a3i a> s-a J W t+ > C O d � r y c E � o N 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. YI W a v E O N O o 0 0 47 N_ �� C J LL W o- 13 Z 6Crn a �[ 0 i W y � MN� W .l. un m w -�� O t LO M Z Q rz N Z 0 o0 W U ❑ ❑ V M � z N i7 o Z N z o � Q Q a in ti Z �-1 U o LL 4—+ N w Ow S V1 U w J �— — E t � I I U 'o Q 0 • N @ �m t` co W Cl) coM m¢ Q �lJl_ C CL v wo w ¢ > ry Z o Z cu F— 6; -q d <� x� '- <= �M 000 r ww Q W L ` � c O 'a z ¢1 (' o z � �; N ¢ " a W z z N oa go Q a wF W w J= wa 5 �o o 0 �O zla 3 �N 0 ICU ai rn O \ 0 L r � � MCo T � O Q 50 v) o m 00 OQ r �+ F=— O CV Ln 04 0 O '~ < 0) N to CO I N 6 M 00 6i z z E E `m FL 0 v Q o JOB NO: 22-06575-06570 SCALE : AS NOTED SHEET NO. 10.1 - _ _ __ _ _ _ , ,1. ___ _ _ I _ _ I _ I I - I I - - '- -1 _ _ I I - - - - I L 1. 11Atf+ I I I I II I "'' GENERAL CONCRETE LINTEL SCHEDULE SYMMETRICAL q • • • • '' ' APPROVED LINTEL MANUFACTURERS; CASTE-CRETE, QUALITY 8F8-1B/1T 8178-01EI/1N T ,' E H H E fZC_ �II O ® `.� • TYPE DESIGNATION #5 REBAR AT TOP O H N o I I M() • • • ' � • F =FILLED WITH IN.1REQ'D °v2 � N 8RF14-1 B/1T 8RF14-0B/1T GROUT / U= UNFILLED a 4 r c R RECESSED CLEAR •�•, •w•, C O QTY. OF#5 '... REBAR @ BOTTOM ° f° on • . �, . �, : OF LINTEL CAVITY n M.u. 'n ccZn N c �, i 8 F 16- B/ 1 T � o ° ° ° MS25- i, Z G ° GROUT y • �'• •'• tNOMINAL.t QUANTITY OF ° S REBAR AT WIDTH #5 REBAR AT ° BOTTOM OF fO ' r� • • • • • , • • • • TOP LINTEL CAVITY 8F20-OB/1T 8F20-1 B/1 T 8F1 6-OB/1 T 8F16-1B/1T NOMINAL-° -BOTTOM N D I ' E ki HEIGHT REINFORCING PROVIDED IN o F © ® O © 7-5/8"ACTUAL i 8" NOMINAL WIDTH LINTEL O .•, • - (VARIES) I % • �% • = • MATERIALS ' 1. fc precast lintels = 3500 psi. • • 2. fc prestressed lintels = 6000 psi. 8RF6-06/1 T 3. grouted per ASTM C476 fg = 3000 psi w/ r, . 4. maximum 3/8" aggregate and 8" to 11" slump. _ �9�t ;� a • r, �°EI,F• '� OL • : • : . 5. Concrete masonry units (CMU) per ASTM C90 w/ O I �- Vt' 't / �`•�i - minimum net area compressive strength =1900 psi. ,, • , . ' . •• 6. Rebar per ASTM A615 Grade 60. ;'• - y Prestressing strand per ASTM A416 grade r - es r •' �• 7. 270 low relaxation. o • • ` '. • '. • 7/32 wire per ASTM A510. - N n : • • 8. Mortar per ASTM C270 type M or S. , L'..! 8F20-1 B-2T • • • f� ' GENERAL INSTALLATION NOTES - r•A a, • • •' • ;', © 8RF22-1 B/1 T gF24-OB/1 T 8F24-1 B/1 T 1 • Provide full mortar head and bed joints. J� •,, , , O O O 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 I " vertical cell reinforcing and grouting. O ° *' : �' S. Ail lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and • �' ! • : longer with a nominal height of 8" meet or exceed U180. • , . , . •, • • , . ' 6. Bottom field added rebar to be located at the bottom of the lintel cavity. : •, . , :. �', ; :. �', .,', , :.,', , �,', , .. , 7• 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 3 • • ' 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete b • ' • , . ' masonry units. o FP-1 •, . ' . • '. • '. ' '. • 9• Safe load ratings based on rational design analysis per ACI 318 and ACI 530 ca I 3 • ' :'.: ' :'.: 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 E•" ' '. • '. • ' . • . ' . • - ' . • 1=3 a coating of stucco applied in accordance with ASTM C-926 or other approvedcoating. un - %•'.o oo 12. All lintel dimensions shown are "overall" lintel lengths. , 13. Lintels loaded simultaneously with veritcai (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: ` " • ' . • : ' , • : • , . : ' , • • i • • ' • ' • , ' . • , Applied vertical load Applied horizontal load FP-1 To the best of the Engineers knowledge, information and belief, 1 ,} /y� . O `�O� the structural plans and specifications contained within these • Safe vertical load Safe horizontal load \' drawings comply with the 2020 Florida Building Code - ' • , , : . ,'• :. ,', ,: • , , ' • , . : • . : • , • • , . ' Residential 7th Edition. Engineers signature and seal is only for • : • ; • ; %'• : �'• : %' • : �� o the structural engineering portions of the drawing pages bearing Engineers signature and seal. • • • • • • • • • • • • • • • • 8F441B/1T8F40OB/1T 8RF400B/1T 8F321B/1T 8F320B/1T 8RF301B/1T 8F280B/1T 8F281B/1T W E V a N co 8 ® O O © ® © O OS 0tl�"wN qo o� �Ma ALTERNATE POWERS LINTEL PLAN NOTES: �~ ~� O Q C J LL w I^ J LL LL V w a I STEEL LINTEL - Z a 0 �� �� ��� ° 1. THIS PLAN IS TO BE USED FOR STRUCTURAL ° o ' " �r W o�-� o INFORMATION ONLY. co Z W co ci m w r = � MZ J kLL l #5 REBAR AT TOP N O U ¢ °° MIN. (1)REQ' 1-112"CLEAR 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE W as " TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED H M BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE O " oo Lu O C.M.U. COORDINATED WITH THE ELEVATION DRAWINGS7 z s Z5 mom 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. T N z W�°Z 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM `� cv N Oy0J2 0 . . oU DEPTH REQUIRED FOR THE DESIGN LOADS. THE "' 5 REBAR AT BOTTOM Z�00 _ DEPTH MAY BE INCREASED IF REQUIRED FOR �O w $ I a - x AS INDICATED U �¢ PROPER LINTEL HEIGHT,G.C. COORDINATE. N c 16 GAUGE POWERS STEEL BOXED LINTEL C) m ,r w POWERS STEEL BOXED LINTEL NOTES (ALT.) _ $ 1 ONLY IF NOTED ON LINTEL PLAN J E i , POWER STEEL LINTEL IS AN ADEQUATE c En w -o 1. Refer to manufacturer's specifications for installation. b ° ° b Q N S m 2. Contractor to provide proper protection of lintel to prevent rusting. SUBSTITUTION �Q ALL LOCATIONS UNLESS ~ E G G E ~ Refer to manufacturer's specifications. pe o � 3. if lintel is scratched or damaged refer to Powers Steel for repair' NOTED OTHERWISE AT OPENING LOCATION M Q z 4. Lintel depth to match precast depth. One #5 Bar required at top 2 _ °' o see lintel plan/details for bottom steel required. Y O p '1 '= o 5. A bonding agent must be applied to the Steel Box lintels prior to °' - _ ca E s Z applying the cementitiuos coating. See contractor specifications O O o a o 0 �0 U 2" DIA. PIN #3 SHEAR REINFORCING @'_ @ 16" O.C. N i_o. fIFYK.O. BLOCK COURSE Nm z �, v < w H H H Z �_ a� mz O O O 2� oa�o 00 w/(2)-#5 TOP, MIN (SOLID . Nw a� W � 3 1.o .1 �",� GROUT) G MIN. MIN. MIN. <o (2) #5 REBAR @ BOTTOM w < �I3 _�� ° •• OF LINTEL CAVITY UNIT 1500 UNIT 1397 UNIT 1397 = SYMMETRICAL ` CV PRECAST LINTEL UNIT ' I� U) m BY MANUF. o - o LO T /1\ A�S25 LINTEL W/ SHEAR REINF. M CO o Q Cr Y fV N.T.S. REV 05.02.22 CAB LINTEL PLAN °° (n m Q Ln SCALE:3/16"=1'-O" �' -0 o .� -0 N � Q � N Ln C6 CN o E E z Z E 00 N ID m E-;11-0 2 _ d 0 0 Q M JOB NO : 22-06575-06570 SCALE : AS NOTED SHEET NO. L 1 I II L FIRE -RESISTANCE DESIGN Assembly Usage Disclaimer BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States BXUVI - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada See General Information for Fire -resistance Ratings - ANSI/UL 263 Certified for United States Deslan Criteria and Allowable Variances See General Information for Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada Design Criteria and Allowable Variances Design No. U905 June 10, 2019 FIRE -RESISTANCE DESIGN Assembly Usage Disclaimer BXUV - Fire Resistance Ratings - ANSIIUL 263 Certified for United States BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada See General Information for Fire -resistance Ratings - ANSI/UL 263 Certified for United States Design Criteria and Allowable Variances See General Information for Fire Resistance Ratings - C_'AN/ULC-S101 Certified for Canada Design Criteria and Allowable Variances Design No. U301 September 17, 2019 Bearing Wall Rating - 2 HR" Bearing Wall Rating -2 Hr. Nonbearing Wall Rating - 2 HR Finish Rating - 66 Min. This design was evaluated using a load design method other than the Limit States Design This design was evaluated using a load design method other than the Limit States Design Method (e.g., Working Stress Design Method). For jurisdictions employing the Limit States Method (e.g., Working Stress Design Method). For jurisdictions employing the Limit States Design Method, such as Canada, a load restriction factor shall be used -See Guide BXUV or Design Method, such as Canada, a load restriction factor shall be used -See Guide BXUV or BXUV? BXUV7 Indicates such products shall bear the UL or cL1L Certification Mark for jurisdictions * Indicates such products shall bear the UL or cUlL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. employing the UL or cUL Certification (such as Canada), respectively. l6'� 0.�. if ° O.C. ,.,. ;o .:. , ` �+ 'd a IN, . Q om' `' "'• t, (, i ,l • °^ I I 7•5/'9' WIN, I , I i" I � , • � 3 4J I p i ? � l i l� , � +� l J , � : � p > � ' 0 {/^'"''"'-'"''�J 1'!'* I i Io v x + p _ �} a . ^ �'�/, "Il �i . • ^ "^ s _ ........... I F *YY t iorl~biltcl SsrC> it111 / I< i j 1. Concrete Blocks" - Various designs. Classification D-2 (2 hr). ( ( 2 x4`s tireStopped See Concrete Blocks category for list of eligible manufacturers. `.J,J `✓ 2. Mortar - Blocks laid in full bed of mortar, nom. 318 in_ thick, of not less than 2-114 1. Nailheads - Exposed or covered with joint compound. and not more than 3-1/2 parts of clean sharp sand to 1 part Portland cement 2. Joints - Exposed joints covered With joint compound and paper tape. Joint (proportioned by volume) and not more than 50 percent hydrated lime (by cement compound and paper tape may be omitted When square edge boards are used. As volume). Vertical joints staggered. alam neaas. 3. Portland Cement Stucco or Gypsum Plaster - Add 112 hr to classification if 4- Gypsum Board* - 5/8 in. thick, two layers applied either horizontally or vertically. used. Where combustible members are framed in wall, plaster or stucco must be Inner layer attached to studs with the 1-7/8 in. nails spaced 6 in. OC..Outer layer applied on the face opposite framing to achieve a max. Classification of 1-1/2 hr. attached to studs over inner layer with the 2-3/8 in. long nails spaced 8 in. OC. Attached to concrete blocks (Item 1). Vertical joints located over studs. All joints.in face layers staggered with joints in 4. Loose Masonry Fill - If all core spaces are filled with loose dry expanded slag, base layers. Joints of each base layer offset with joints of base layer on opposite expanded clay or shale (Rotary kiln Process), water repellant vermiculite masonry side. fill insulation, or silicone treated perlite loose fill insulation add 2 hr to classification. When used in widths other than 48 in,, gypsum board to be installed horizontally. 5. Foamed Plastic* - (Optional -Not Shown) - 1-112 in. thick max, 4 ft wide Georgia-Pacific Gypsum, LLC 120-05 sheathing attached to concrete blocks (Item 1). Design rin Wall Assembly Non -Bearing Wall Assembly Area Separation Wall The appearance of a company's name or product in this database does not in itself assure that ASTM E119 products so identified have been manufactured under UL's Follow -Up Service. Only those products Rating:2 hours bearing the UL Mark should be considered to be Certified and covered under UL's Follow -Up Service. - - Always look for the Mark on the product- UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, s 2 1 and/or Certifications (files) must be presented in their entirety and in a non -misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In M_' addition, the reprinted material must include a copyright notice in the following format: "O 2019 UL .' LLCt , UL and the UL logo are trademarks of 1102019 All Rights Reserved. GA Fil E NO. ASW 1002 PROPRIETARY' 2 HOUR OD to 64 STC GYPSUM PAN CL P PO DUtOT$, STLC L 14$ LIDS FIR E SOU ND T.%-u 1' A 24' •:►T J c,.J; x X s •n 1J'IC' -r, q -.ud x .wti�-1 ' aw J•1d r� _ -J'I'IG^�•.\ .•1 .AL' I ..JGi x..�YdL'I .Y1J{%:'1.1J ^.{!' 9 r J•u JJ lid`.. {AILB� 5 ; J •1L{l x iec ► 'e.m- ai-ii 3u •It: •I:s .ri-id Jslamx i. . 'n --id+.:1.Ud 7; drlS-v •v,,, -i -,<&.- 1;. a,r J'1'J .a--UA! .a J•I J - ba1UC. .'IC - - - - - - - f _ , xyj ca,u:il{I.4@'1.'.JL' cmJ.Y---W :K.•I 13' :.,'.dLt1- Jc;3cX Elk3, ru .%u :jcuT1 :,C u i.a1c•Kdd 91 .•R '..Uc: =I*llWJ11L'•I.f. � sa J'Ki x:"Xotl 'm.'I 2 A•e ',.Jd -.wj xu-d cuc-i Ada a" wi �•�. P ROPR tLTARY Gypsu m PAN CL PROD UCT { Ckyj- a aJc'C G,:r J'II --r` 1' ��'1`J�aJ���tJ J .-.1 :a'U•- •k-� ' ' +'• ' ' _ ' --eTmr: 'Al IIc951290.It. tS9c: '&V (I e9S 1295.3 15 95: .k. I I ego 0,ra & 07ee. 1 2-3 & 30 ZM: J_'14'F1',,.0e`IC0011S. 1 19 oe-.J- •I J07 0 -%.rx1 Ta,.: Zu,, d 0.1'A_ T_J9 0,70. 11 i0 J9 1. CERTIFIED MANUFACTURER: Georgia-Pacific Gypsum, LLC CERTIFIED PRODUCT: Gypsum Shaftliner CERTIFIED MODEL: Tough Rock Staftliner or DensGlass Shaftliner Gypsum Shaftliner: Two layers 1-in. (25.4 mm) Tough Rock Staftliner or DensGlass Shaftliner inserted in H-Studs 24-in. (610 mm) o.c. 2. Gypsum Board: Meta I covered using 6-in, (152 mm) wide 'h-in. (12.7 mm) DensArmor Plus Fireguard C Interior Panels or %-in, (12.7 mm) Tough Rock Fireguard C gypsum board. 3. Steel Studs: W shaped Studs, 1-1/2-in. (38.1 mm) wide x 2-in. (50.8 mm) deep, roll -formed from minimum 0.018-in, thick galvanized steel. Cut to length!4-in. lessthan the openings height and spaced a maximum of 24-in. (610 mm) o.c. A. PA �*7 Ir imemili 'hIjIMAI, M MA "M ME_ Ll 0 0 O 1. CONCRETE BLOCKS' - VARIOUS DESIGNS. CLASSIFICATION D-2 (2 HR). SEE CONCRETE BLOCKS CATEGORY FOR LIST OF ELIGIBLE MANUFACTURERS. 2. MORTAR - BLOCKS LAID IN FULL BED OF MORTAR, NOM. 3/8 IN. THICK, OF NOT LESS THAN 2-1/4 AND NOT MORE THAN 3.1/2 PARTS OF CLEAN SHARP SAND TO 1 PART PORTLAND CEMENT (PROPORTIONED BY VOLUME) AND NOT MORE THAN 50 PERCENT HYDRATED LIME (BY CEMENT VOLUME). VERTICAL JOINTS STAGGERED. 3. PORTLAND CEMENT STUCCO OR GYPSUM PLASTER - ADD 1/2 HR TO CLASSIFICATION IF USED. WHERE COMBUSTIBLE MEMBERS ARE FRAMED IN WALL, PLASTER OR STUCCO MUST BE APPLIED ON THE FACE OPPOSITE FRAMING TO ACHIEVE A MAX. CLASSIFICATION OF 1-1/2 HR. ATTACHED TO CONCRETE BLOCKS (ITEM 1). 4. LOOSE MASONRY FILL - IF ALL CORE SPACES ARE FILLED WITH LOOSE DRY EXPANDED SLAG, EXPANDED CLAY OR SHALE (ROTARY KILN PROCESS), WATER REPELLANT VERMICULITE MASONRY FILL INSULATION, OR SILICONE TREATED PERLITE LOOSE FILL INSULATION ADD 2 HR TO CLASSIFICATION. 5. FOAMED PLASTIC' - (OPTIONAL -NOT SHOWN) -1-1/2 IN. THICK MAX, 4 FT WIDE SHEATHING ATTACHED TO CONCRETE BLOCKS (ITEM 1). THE DOW CHEMICAL CO - TYPE THERMAX 'BEARING THE UL CLASSIFICATION MARK UL DESIGN NO. U905 OPTIONAL 6" WIDE BOARD BATTEN STRIPS TO ELIMINATE 3/4" AIR SPACE. SEE MANUFACT. SPECS. FOR INSTALLATION. H-STUD " DENSGLASS ULTRA SHAFT LINER WOOD TRUSS 3/4" MIN. AIR SPACE 'ATTIC DETAIL - ADJACENT TO TRUSSES OPT. 6" WIDE BOARD BATTEN GA ASW 1002 SCALE: 3/4"=1'-0" STRIPS TO ELIMINATE 3/4" AIR 2x4 BLOCKING @ 48" O.C. MAX. W/ SPACE. SEE MANUF. SPECS. FOR (2) 16d TOE NAILS @ EACH END INSTALLATION PRE-ENGINEERED ROOF 2" CLG. RUNNER FIRE CAULK TRUSSES AT 24" O.C. MAX, RUNNER TO SHEATHING SEE FRAMING PLAN FOR ABOVE AT EACH SIDE TRUSS DESIGN (2) LAYERS 1"x24" PROP7RUNNIERS TYPE "X" GYP. PANELS I BETWEEN 2" FLOOR & CW/ 2"STEEL H STUDS BEADJACENT PAIRS OF GYP. PANEL 2" FLOOR RUNNER W/ R301NSUl. MIN. 3/16" DIA. x 1 3/4" TAPCONS AT 16" O.C. FIRE CAULK RUNNER TO g BLOCK WALL EACH SIDE .p. M LAYER 1/2" 1 (1) #5 VERT. IN FILLED CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 12" CONC. BLOCK (TYP.) PER 1x P.T. BASE NAILER 6x6 W1.4xW1.4 WWF CLEANED COMPACTED & TERMITE TREATED FILL 30 LB FELT (SHINGLES) FIRE RESISTANT OSB 7/16" SHEATHING 4' ON EA. SIDE OF WALL NOT STAGGERED OVER PARTY WALL 2x4 LEDGER @ 48" O.C. MAX VERTICALLY NAILED TO TRUSS WEBS W/ (2) 8d (TYP.) EXTEND BURN CLIPS PER FIRE WALL MFG. SPECIFICATIONS NAILED INTO 2x4 LEDGER ONLY AT EACH SIDE OF STEEL "H" STUD. l'-8" x 1'-8" CONC. FTG. �/� FOR GRADE BEAM W/ (3) #5 BARS. CONT. FOUNDATION ONLY: ADD (1) #5 BAR @ TOP & HAVE #3 TIES @ 48" O.C. 3 TYPICAL 1 STORY 2-HR. FIRE RATED PARTY WALL SCALE: 1/2"=1'-0" PROFILE OF ROOF TRUSS BEYOND ROOF SHEATHING TYP. 2x6 SUB -FASCIA EXTEND THE (2) LAYERS - - OF 1" THICK USG GYP. - - - WALLBD. LINER PANELS OF 2-HR. WALL INTO SOFFIT AREA =F - 2 Hour Fire Resistant Soffit SCALE: 3/4"=1'-0" FIRE CAULK EDGES AT EACH SIDE DBL. 1x PT NAILER 1/2" GYP. WB. PROVIDE 2x BLOCKING W/ (2) 12d NAILS EA. END BETWEEN TRUSSES 4'-0" FROM SEPARATION WALL. SOLID BLOCKING BETWEEN TRUSSES TO BOTTOM SIDE OF PLYWOOD. BLOCK MUST BE "PITCH CUT" (SEE ELEVATIONS) TO PROVIDE AS MUCH CONTACT AS POSSIBLE TO UNDER SIDE OF ROOF DECK. ALL JOINTS AROUND BLOCKING MUST BE CAULKED WITH APPROVED FIRE CAULKING. SEE PLAN TOP OF PLATE TYPE "S" MORTAR (TYP.) 8" CONC. BLOCK CLASSIFICATION D-2 PER UL U905 (TYP.), PER UL U905, MASONRY WALL R PROVIDES 2-HOUR PROTECTION 1 Hour Separation Wall SCALE: 3/4"=1'-0" '"REFER TO STRUCTURAL DETAILS FOR ADDITIONAL INFORMATION. c� - -� C j W O � G C � �fJ • m 7� N C � Q NN d f_U p3f N p ra .. W c W ea � a •ate c E �o d � 0 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flonda 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. W E Q CD co U 0 �, ���00 0 Co N O 2s va LL Q C J LL ,� 2 W _ LL SSS D_ uJ Z m _ Mo Y o� W rn Q Z Cl) J LLW Z- N Q O OU 0 W ❑ ❑ c� z N f7 z � S z o a N - M In z v � o LL (1)4-j c!) O w $ c E m $ N o sm C',w MZ m3 -I ,1 C6 z o -O � > Z aN Z® D a Z U - CDE N o as a� a 0 U o i o 0 4 w m g � U .m C)� o � Z F '< � 2 w ZZ O f °� Zo C V �w Wa U ao �- ¢ Z J W SIC) �o CD<a coMilli a is 3 `N .N > LO co N rn 0 0 ` 0 M C T 0 ai r tT Y N 60 U) in O r Q -0Ln N O ko CD Q N Lr) E E w N c o � N Z Z E E m c @ a U Q p c � JOB NO: 22-06575-06570 SCALE : AS NOTED SHEET NO. FP-1 I L II ]"n . 1 11 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 D REQUIRED T E FIELD TREATED TO PREVENT INSECT PORTIONS OF W00 ARE EQU ED 0 B E 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. E GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 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 Y2INCHES (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, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD 0F 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE 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 L/480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2_ SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 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-I-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 Y2" %a' CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 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 @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS WI (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER : 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7116" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, 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- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36136M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131 ", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4. 5. 6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4. 5. 7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4. 5. 8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 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 A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3116", 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. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0 of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, be metal forms. Permanent forms be etc., shall made with permanent or plastic must of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FBC-R R318.1.5 - C ncrete ove u and mortar along the foundation perimeter must be removed beore exterl0rmsoot�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 install after construction Is complete, including landscaping and Irrigation. Any sot disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +!- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O.. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O GARAGE DOORS (V =140 MPH) SINGLE 90 +26.1 PSF / -29.9 PSF DOUBLE 160 +24.9 PSF / -28.0 PSF SOFFIT +29.7 PSF / -39.7 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC, IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1 8" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCE FROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS BEAMS ETC ARE TO BE SYP #2 OR BETTER AN R I D O M CROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. N _ N cl) fO m C-4 -o u- a p i- N -o p m y 4Lr C 7 G y .c4 co y u � '> G 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 seal. Wov E o C') 8 N 6 m Co p' 00 J) N m "r 'R `L 13 (� w Z c o S 0 0 W ��°,rn m w LLZN�zQr� CV r OU a Z W ❑O M � M � zM r N M o z z� Q a r U) M N CD - - LL j1 Tom• < n W tQ w � � V 1, 0G) tIl c v C/3 w t 8 I = d 08- • C)ID �� c 0 r- CjD Z Cl) Cl) I_ SW O d U i =Oca Z® oa 10 U U K O o¢ Z i= N 6 a W Q% n Cn C p OY UZ C) O� Z _ G) =m aw . 8o U �w WCL V ¢¢�9. ¢ 0 1 ~ < �s � o CD co <7 5 a F 3 0 = CV >U-) m m �1 O O \ M L0 r M M T O Q T Cr Y N 00 m 00 OQ T }J F- N Ln CD ko CN Q CD O N LLn E CV E o M //��//\\ 7 00 in Z Z E E cc a U Q O JOB NO: 22-06575-06570 SCALE : AS NOTED SHEET NO. SN _ I I -- ----1 i 1' Al i- THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH WALL SHEATHING II II II f17 I I 111: . .I.I .. _. I I.... .... III I.1...t I I 16GAx1-1�2" LONG (3/4"-1" CROWN) 1 .l MAX STAPLES @ 6 O.C. VERT BETWEEN I I - ..1. t.-... 16GAx1-1/2" LONG (3/4%1" STUDS (NOTED THUS:—) - OFFSET I I I I I I CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** 10'-0" TANK -LESS W/H CORNER OF LJ A. HOME H C G GARAGE SIDE 0 0 0 5'-0" STUB -OUT FOR 0 GAS METER 0 o _ � U O � N = • 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. 1 U-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. T-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 Series Thickness Filler Block Thickness 3!4" orp 5000s 1.8/1.7 nel wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x lumber Double 2 x lumber FILL CELL—� ,— STD. 90° HOOK f — BOND BEAM SIMPSON MGT w/(22)10d �GIRDERTRUSS w NAILS TYP. j STD. 90° CONT. #5 BAR I HOOK F BAR f 2X TOP PLATE #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM 5/81 THRU BOLT 2 X B.U.0 "w BOND BEAM STEP K SCALE: N.T.S. SIMPSON MGT w/(22)10d 2nd FLOOR NAILS TYP. INTERIOR/EXT WALL SEE C, PLAN FOR MORE INFO 4 CONT. BASE PLATE SIMPSON META12 / META12 TSS SEE PLANING ORREOLUMN \�/ PLYWOOD FLOOR TYPICAL SIMPSON MGT TO INSTALLATION MID SPAN SEE PLAN FORREQ'D ,- SHEATHING PER PLAN BUILT-UP COLUMN DETAIL @ COLUMN AND � �- l_ CONNECTION TJI TO BE CUT TO ALLOW NOTE: -FOR BLOCKING/TJI UPLIFT VALUE \ '_ ••„-- IS BASED ON MASONRY WALL OR ,,,..,, INTERIOR BRG. WALL S.P.F. TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from � LOCATION OF above to bearing below. STUDS SECOND H10A SECTION @ INT. BRG. WALL - = = (WHEN DOUBLE JOIST CONSTRUCTION ; : SIMPSON x 1 1 REQUIRED) (Not required if both loaded equally from above) N.T.S. =:; ,,:: w/(18)10dx11/2 r NAILS Filler blocking 1/8"min. }Small gap 2" min. UPLIFT = 1015# r - Joist Bearing Location 2' max. 4' max. We Stiffener Fastener Schedule_____ 18"gap TYPICAL SIMPSON LUS/HUS/HUC TYPICAL SIMPSON H10A + Series Depth End Intermediate ' - ,, ® 9,/2"L2-8a 2-8d _� INSTALLATION INSTALLATION i - 2-�-- 5-8d _ - BC 5000s 11 7/8" _ 2-8d 3-8d Clinch nails ✓ '', - -- :- 14" 9 1/2 2-8d 2-8d when BC16000s® 11 7%8_"' 2-8d 3-8d possible �� , BCI 6500s® 16" 2-8d 5-8d - 4" MIN. EMBEDMENT 14"__ 2-8d 1) Support back of web during nailing to prevent damage to - - 11 7/8' 2 8d 6-8d SEE SCHEDULE FOR web flange connection. ® - 3-8d °o SIZE AND QUANTITY �- BCI 60s 14"_ 2-8d -5-8d _ ° OF FASTENERS 2) Block solid between joists for full length of span. Tight fit - 16" 2-8d 6-8d ° • 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/PI ood/OSB web stiffener 2"min. 0 ! 11-7/8" �3-16d 3-16d R y'"r BCI 90s 14._ -i 5-16d 5-16d o 4) Place Joists together and nail from each side with 2 rows of 10d Halls 4.�/ o `'� 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or Max. 16" 6-16d 6-16d OF THE JOIST ASA REQUIRED LEAVING Y" GAP @ TOP sides by 6". - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - Under 2nd floor col inn w/ I d N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16 details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES —i DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" o.c. �? Load bearing walls Provide adequate bearing for each lapped joist. 910( nails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) u oa s higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls: - for vertical load transfer y Plumbing when load bearing - for lateral support when joists I11✓ meet over wall, or wall stacks directly over wall or l beam below Load bearing wall must stack over blocking and wall or beam below.* - - - Joist �When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — 6" A %" ROUND HOLE MAY 6" 6, DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN THE WEB. PROVIDE AT 7 ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN %" _ Any 16"_ joist - Span (ft)_ 8 1'-0" I T-1" 1 2" 1 1-2" 1 1'-3' 1'-3r' I V-T' T-11" 2-4' 2-9' 1 32' 3-7' 12 T-0" T-1" 1-2' i-2" T-3" V-9- 2-4" 2-11" 3-7' 4'-2' 1 4'-0" 94' i6 1'-0 V-1" 1 2' 1-2" 1' T' 2-5" 3-2' 3-10" 4-9" 5'-T'1 64' T2" 20 1'-0" 1-1" 1' 2' 1-2" 2-0" 3-0" 4-0" 4-10" 5'-11" 6-11" 7'-11" 8'-11'. 24 T-U' V-1" 1' 2" T-3" 2-6" 3-7' 4-9' 6-10" T 2" 8'-4' 1 9-6' 10'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3, REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Yz" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Joist hanger TYPICAL SIMPSON META12 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.)-111-111-111-111— Nail with 10-10d nails. --T- \I tight to top flange. a . SLEEVE THRU STEM j SEE PLAN FOR a. °• ° • FOUNDATION INFO ' a 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. T-- 1/4"-2" gap - - _ Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height �- requirements C- 0.6 XJoist "j �� depth /- I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN /,vt,• t,,nmoa 4 rvl, SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'4' CENTERED @ PIPE PENETRATION ° IPVC OR SCH40 SLEEVE r— PLUMBING LINE .a 4 SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE a ° e a�- _ ° _ ° SEE FND. PLN. SIZE & REINF. c1 s N log L �'or QiNSC 6f y G 2 al v to , �® rdC11- c E cc o c� v 0 , �. 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 Engineer's signature and seal. W v E s o O ro Loa n n J 5555 J Q C J LL 5 LL Wa. In -6 Lu d Z f6 f@� o in g 0 °' ILLW N M - r 0 Z OU 0 W ❑ ❑ z N M 0 Z00 N QU) � a - N M l/i Z a vCD UJ C) FIR � U - � O 0 W 9 �N f6 W J 2 8 i I _® s o w My¢ M o Z L Z > N aN a O u wo - I - CU r6 o wit � o O < Za O ¢z wz N <S '0 ru ca ox °z Z z _ N J (7 aw a C g� GG ZZ `O a 0. W w_ CDCD < �I� �o J C:)a'r co w la 1 z- 3 y CV co ui m B O MCo r :3 O _ 00 U o m 00 T }� Q O 04 ,� N Q N O n ,-i E CV C o c6 M 00 ti z z c E to a 0 � ¢ o _J JOB NO : 22-06575-06570 SCALE : AS NOTED SHEET NO. SN1 PASCO COUNTY III _ll_ I_ I - I - I - 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 I INSULATION PER CHART ON FLOOR / PLAN 1x2 P.T. HORIZONTAL—// NAILER STD. 90-HOOK (SEE DETAIL FOR UNDERLAYMENT 2x #2 SPF STUDS @16" O.C. W/ (2) 16d TOENAILS T & B 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'4" (R302.11) REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. d , TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA, X 31/4" TAPCONS @ 24" 0/C & HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON T' 6 x 6 W1.4 x W1.4 METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER °b. SHINGLE ROOF, SHINGLES TO ° _ BE IN ACCORDANCE w/ ASTM I'T I I r D I II I T D7158-CLASS G or H, or ASTM I I ; • I IT I —I D3161-CLASS F, IN ACCORDANCE w/ TABLEI— R905.2.6.1, FLORIDA BUILDING I II= 11 I I I I CODE 7TH EDITION (2020) 8 t III ' RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG ELEV. VARIES 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 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 d NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE Z °O � t. 0? 6 MIL VAPOR > z_ _ _ BARRIER r �•4 D�t> T COMP. SOIL. ° (COMPACTED TO 95%ITE — MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'-4" (1 STORY) ON 3" CHAIRS TYP. STD. 90 HOOK (SEE U.N.O. Orr 1'-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS � ` 'T z SEE A/S3 OR J/S6 -_1 I I-r7r, t 1 , t FP FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' " (2 STORY) GARAGE DOOR SLAB RECESS �. SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. LOAD BEARING ( EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCF BOLT INFO. (IF NO UP LIFT WALL SEE GG/: *SIMPSON SP1 w/ (10)10d NAIL TYP. MONO OR STEMVI FOOTING MONO FOR CLARITY NOTE: *FOR BEARING W, W/ UPLIFT ONLY 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES co 2x4 CONT7-// I I GARAGE DEPTH VARIES GARAGE SLAB AT STEP B SCALE: 3/4"=V-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. I V I —7 — n/ 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 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2"HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS a „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR / GYP. TYPE X„ @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. TOP PLATE S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT r@ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1V-0" (R302.11) 2"°0/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 5/8-x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/(10)10d NAILS 2"°016" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR „ x 6 W1.4 x W1.4 INCLUDE THE WALL @ 24" O.C.) 2ATTACHMENTS /211 � � 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH / WWF OR FIBERMESH ELEV. -0'-31/2" z �31/2"MIN. �3 1/2" MIN. 1 A.F.F. N - o °R8� 1/2"(min.)-4" "( ) —q' 1/2 min. -4' oo co 31/2"(min. -4" — ° 31/2"(min.)-4"T=1 - (2) #5 CONT. 4" V-4" (2) #5 T. q rrF - grr U.N.O. MIN. U.N.O. MIN. TYPICAL BEARING WALL STEP P SHEARWALL C TYPICAL BEARING WALL @ STEP rcC "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3 GOr"' P�y�t eGs 2x STUD 2x SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 0". r COMP. SOIL. (COMPACTED TO ° 95% MODIFIED PROCTOR ASTM v — I' D1557) FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4 GRADE 00 — — — — — _ TT —III —I 1 I _ -(1) #5 REBAR w/OPT. �=1 — , I— I— Tf I— I SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" vO.H.D. RECESS E co lJ — I I . ''• ' 4rr 00 11—I � Ill' SEE A/S3 OR J/S6 --- -I L II 1111 t1, I1L , 1 I LC FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2,r HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALANT • INTERIOR r. A. . � -3 1�2"� d CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB N co 6 MIL VAPOR T — BARRIER ' I 4" 4" INTERIOR WALL SLAB STEP NON-BRG. 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 BOLTS 6" MAX FROM o END OF 2" x PLATE w e U CL ° . a �II� — to w '1— 1 1 P D W -'T 1TI— TTT— ° (2) #5 CONT.— ON 3" CHAIRS 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 Y-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 ° p (TYP.) 8 1-4 8 10" I I #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS ° AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR rj _ _ &LAYOUT DESIGN a — — TOP OF BEAM d o. _ (=1C SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL 'T ;� „T ,rrrrrIIr7L 4' _ r' I I BEAM SIZE & CONNECTION INFO M I d r T 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 1 -4 z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w ° SCHEDULE M a SEE TYP. WALL SECTION FOR ADDITIONAL > w SEE PLAN FOR STRUCTURAL SLAB INFORMATION g LLI COLUMN SIZE AND BASE o w CONNECTION INFO. SLAB STEP & RECESS a S.G.D. rM SCALE: 3/4"=V-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS MASONRY WALL AND 1 GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 I I „ 1/2 GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN I I 8� MASONRY WALL I �. EXTEND FILL CELLS c W/ DRYWALL SCREWS @ 8"O.C. .� TO FOUNDATION PAD INSULATION PER CHART z SQUARE CMU BLOCK BASE, I I CONT. FOOTING STEEL I I MAT REINFORCING. ON FLOOR PLAN w SIZE VARIES PER PLAN Cl)CONT. BEAD SEALANT ¢ j w/ MIN. (2) #5 VERTICALS _ ? GRADE - vJ E > _j FILLED SOLID (SEE PLAN FOR ° 6 x 6 W1.4 x W1.4 cam, LU w SIZE AND REINFORCEMENT) 0• T WWF OR FIBERMESH Cl) t=- w a UJ v a BRICK PAVERS or SLAB PER _ p o `" • •' • • z ¢ U COMMUNITY1 •• BEYOND PAD REINFORCEMENT-): 3" MIN. CLEARANCE (SEE SCHEDULE) SEE FOUNDATION FOOTING WIDTH CONC. PAD INFO. SEE SCHEDULE '' • ''MINGfCD12 PATIO N N 0 cv ro N 7 W L d- G N O LU � v 'P4 M >.f _rou.a N fC O 'in ro �p N c cc d d u O Ln tS Cad- J 0 •.i` , Y eikYlr r " r. O �) , N s i. W. 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. F � a � N 0)V C N co d0f 0 N O a =� LL a � 'L LL W w Z io c Q' o vYi .13 �0 JU .oW O = N O O W �5a,1- rn m C"I Z ¢ J IL Z N 0 ZN OU 0 W ❑❑ Z N to o � z o Q a v4--) TC+ LIJ o a U U c _ W s s w = =1� E m rR Q 1:2 Q Y see o �w M M ¢ o Z gN a EI E v zo Qo oa — as U o o oa Z o N t i <o az n = �Z m� 10° Z J hm 6W gm W < e oa ZZ go W a N F o� 3 O wa �o b. Z¢ 0, U� 0 N ` .0 > Li) Cf) co o > 0 LO T Al W T T :3 O Q DO U) o m 00 {� QT N Ln 0 ko N Q O 0 N CD In o M � 00 y w Z Z ;, E :3 M a_ •• v U J Q c JOB NO : 22-06575-06570 SCALE : AS NOTED SHEET NO. S3 (2) 2x6 OR (2) 2x8 SEE TYPICAL WALL SECTION TOP PLATE SEE VENT OR 2ND FLOOR PRE-ENGINEERED WOOD PLAN 12 TRUSSES @ 24" O/C 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE (2) 2x HEADER TO SIT SCHEDULE) ff 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE 3/4" FURRING STRIPS DOUBLE 2"x4" S.P.F. TOP PLATE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 7/8" STUCCO FINISH PER ASTM CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS C. 926 APPLY 3 LAYERS W/ FOR CLEAN -OUT @ 8" O.C. OR 4d TOTAL THICKNESS 7/8" OVER 2x DEAD WOOD @ MID ❑ METAL LATH. FIRST 2 LAYERS POINT w/ (3)12d DRYWALL NAILS SOLID AREAS ARE SOLID AREAS ARE 3/8" THICK EACH. 3RD LAYER TONEAILS SPACED MIN. EXTENSION FROM STEEL AND GROUT ❑ STEEL AND GROUT 1/8" THICK OVER WATER DOUBLE 2x TOP EXTERIOR FACE OF BLOCK EVENLY WALL IS 1 1/2" MAXIMUM RESISTIVE BARRIER PLATE INTERIOR ❑ ❑ ❑ FULL 8x8x16 BLOCK HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL NAILS AT SIMPSON AT EACH STUDD SP2 wl (12 FACE OF BLOCK WALL IS 21/4" NAIL ct DOOR OPENING DOOR OPENING DOOR OPENING Ct 1/2" EXTERIOR GRADE SHEATHING CRICKET AS TO DRAIN FASTENED TO TRUSSES WITH 8d REQUIRED 2x BLOCKING @ EACH END W/ 10d @ ❑ COMMON WIRE NAILS @ 4" O/C 4" O.C. FROM EACH HEADER FACE EXTERIOR BOUNDARIES 6" O/C EDGES & 8" BLOCKING (T ) TO BLOCKING A WALL ❑ ❑ 0/C FIELD (2) 2x HEADER WALL CLEAN -OUT PER PLAN SCALE: N.T.S. S4, � � 2X4 PT STUDS @ 16" O.C. Fol(2) 2X4 PT STUDS UNDER HIP 2x BOTTOM PLATE W/ (1)10d @ 8" 1ST COURSE 2ND COURSE 3RD COURSE CARRIER/GIRDER TRUSS VARIES O.C. TO EACH HEADER FACE SIMPSON HETA20 w/ 8 10dxl 1/2" REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE NAILS AT EA. TRUSS VERTICAL WEB SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11"DOOR JAMB WALL IS TO BE (24" O.C. MAX) w/ MIN. 4" EMBEDMENT MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. IN KO BLOCK AT EA. STUD LMAIN SPAN 2 x 6 (MIN.) FRAME ROOF TRUSS WALL HEADER DETAIL 1 TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT rD MOISTURE BARRIER UPLIFT CONNECTOR SCALE: N.T.S. SLI S4 SCALE: N.T.S. S4 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 12 SEE TYPICAL WALL SECTION (TYpj SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 DOUBLE 2x4 SPF. #2 FOR CONCRETE PLACEMENT 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 f_-=--_'---"—POINT EVERY OTHER STUD W/ (3)10d 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 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL a a a a a a � 4 g STD.90•HOOK 8„ LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O.ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION En NOTES: 10 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 (TYP.) BLOCKING TYP. PROPERLY. ROOF TRUSS O SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. UPLIFT CONNECTOR (SEE SCHEDULE) ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. MOISTURE BARRIER TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. SCALE: N.T.S. S,4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J J > 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 MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK FOR DRAINAGE CONNECTION ASSEMBLY i ..`� GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a a e e SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 96 3/8" 88" 71" 58" 41" 34" 101. 6 3/4" 31/2"- SFFp OOw �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.) 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE ALT. KNEEWALL ABOVE MASONRY WALL DETAIL FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON DOOR STOP PSPN516Z w/ (12) 16d NAILS MOLDING TOP 2 ROWS 10d @ 3" O.C. (14 2 x 6 P.T. GARAGE SPLICE NAILS TOTAL) EA. SIDE OF DOOR 48°SPLICE STAGGERED 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'- 4' (1) (2) (1) (2) 1 (1) LSTA30 4'-9- (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) 1 (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 SQ INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER a EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op O,Q U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ_"N� SCALE: N.T.S. S4 SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS • �N /10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ (4) 16d TOENAILS TO 70P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS J SIMPSON C SIMPSON SP4 SP2 P.T. ATE SIMPSON SP4 —i TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON RECESS SIMPSON SP4 LINTEL SP4 TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 'BLOCKING @ EACH END W U 2x TOP PLATE T CC G 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE FEQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL / 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) )S (9335# SPF) IN. 8" PDXIED A.T.R. t&NUT 'OXIED A.T.R. 2 & NUT OXIED A.T.R. 2&NUT SIMPSON SP4 2X TOP PLATE OVERLAPPING ROOF TRUSS ABOVE /— 2X BLOCKING INTO �—(2) 16d TOE NAILS TRANSOM 10d NAILS @ 6" EA. BLOCKING FRAMING STAGGERED 2X8 WALL ABOVE SIMPSON ENTRY SP1 K.O. BLOCK W/(1) SIMPSON SIMPSON _J-BOLTS @ 24" O.C. #5 CONT. & SP4 SP4 MAX FILLED 5/8"X10" J-BOLTS 2X P.T. PLATE @ 2'-0" O.C. MASONRY WALL 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 10d NAILS @ 4" 10d NAILS @ 6" O.C. STAGGERED A STAGGERED NTRANSOMFRAMING ° ° BEYOND. PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES ° E SHEATHING & 8" O/C FIELD o 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 UU t5/8"x`10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. C C W a o U d N C� W C f0 C> C•! — co x y CU CI y Y G d o �_ Z im ��• s� E 14 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. H a s V « C" N r co G % as Zf N M'T L a =� X W ci —r u LL w a a z }o 0 o W 0 2 o Z If)ILN z ,n N OU 0 z W ❑ ❑ z � z o� a E3 2 N M z v � o v �N � p U O N c Y �V)ZD � � in U _® cCID Q NcAD Ol o co M Lo Z Z J a E z zo z <N z® E �' WO i oa X U a` U O O U Zo E C:)< N L 88 &Q wZ �w � ti p m O zCn � � J �po Yz y N CL < $� � zz no � W W U ag O y� I� i o z wa �F >° a �U� � zQ 0 �N > L.() c O �17 T Al W T O Q _M Cr 60 � o coo CNO OQ I— 4--+ O N Lr) N O O Co (0 E T CV o c 00 �; z z E E :? r`o a U Q p JOB NO: 22-06575-06570 SCALE : AS NOTED SHEET NO. S4 I _-i I L I_ I SIMPSON HGAMV W/ (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & (� 1/4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) 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. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1 O/S5 BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL ' 45°t 45° ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE�A 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 ' & TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) . EN 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)1 Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. '* BLOCKING 7/16" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" ' AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM17 SHEATHING ATTACHED 1OdX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 1 Od NAILS THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12' O.00. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" UNSUPPORTED, BACKNAIL w/ (2)16d NAILS MAX 9" IF >9" SEE 1O/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, RI DETAIL SCHEDULE FOR SHEATHING IF >9" SEE 10/S5 `- DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM FROM RIDGE FASTENED AT RIDGE FASTENED AT "L" BRACE TO EXTEND EACH JOINT w/ (3)1 Od & (2)1 Od EACH JOINT w/ (3) ; AT LEAST 90% OF WEB TOE NAILS @ EA. END 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2"CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST 4 ROWS OF () NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED O.C. FIELD • (2)16d NAILS W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL x 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING FASTEN WITH 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE FASTEN WITH 10dx3" @ 4" 0/C SPACED WEEP SCREED 1/2 x 8 J BOLT @ 48' O.C. THE FIRST (4) ROWS OF TRUSSES-t 2x4 T ON TOP OF PANEL 10dx3" @ 4" O/C 48" O.C. INSTALLED PER MANUF. " r " I I WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"xl 1/2" SDS SCREWS TO @ I I MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" O/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 O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - PLATE SPLICES w/ 3/16"x2" 2 PLATE WASHER MOISTURE BARRIER 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" 0/C ALIGNED WITH STRAP MISSED VERTICAL TRUSS VERTICAL WEB (24" GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) SECTION 1 O.C. MAX) w/ MIN. 4" 2 1Od NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP r SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION `° � � SCHEDULE FOR 1 1 SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 1J (2) 16d NAILS `° 00 � 2"x4" CROSS BRACE 2x4 RAT RUN BRACING APPROX. 8" FROM AT 24" O.C. ON TOP OF 1 12" " RIDGE FASTENED AT BOTT. CHORD FOR 4 EACH JOINT w/ (3) 10d & (2)10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 -16d AT EA. TRUSS JOINT 2x4 PANEL BLOCKING (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 @ 48" O/C FOR THE (2) 16d NAILS 2x4 BLOCKING @ 24" ODF SOTAGBGERED 1 OR EQUAL (D WIRE NAILS (DF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST (4) ROWS HE OF 0/C BLOCKING CKIN ( ) (D = 0.207 , L = 41/2) OR EQUAL 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 SPACE AS SHOWN FOR 3-PLY DBL. TOP PLATE SIMPSON SP2 w/ (12)1Od 2x4 LEDGER (MATCH BOTTOM CHORD NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N,T.S. S5 SCALE: N.T.S. S5 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. E ES AND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR \` CONNECTION OF THE LAST LAMINATION ( ) 2x4 "T" ON TOP OF PANEL IJ BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 11 EXT. WALL CONN. a� 3) EACH 30d COMMON NAIL MAYBE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" O/C (2)12d TOENAILS I �I. I �I 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 ADDITIONAL INFORMATION. SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ( 8 l SECTION r 1INIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) (2)16d PER JOINT /- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ("_J� SCALE: N.T.S. TOENAIL a (2) 16d NA 12" SH SCHEDULE ,TTACHMENT SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Od X0.131"@8"O.C. ALTERNATE NON -DROP GABLE END DETAIL ri0 SCALE: N.T.S. SJ GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SrJ 8d @ 6"O/C to/nr%M 701 rOOCO 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 10d TOE NAILS AT EACH END @ z w \-BRACING w/ (3)10d x 3" AT EACH CONN. @ 24" O/C -MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATION(UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. 20'-0" MAX "X" BRACE SEE DET. J/S5 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ NAILS @ 4" 0. TYPICAL GABLE TRUSS WEB -� SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. L Lq q "I NOTE: LTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCALE: N.T.S. I "L" BRACING REQUIREMENTS 2X4 BRACING @ 48" O.C. CONTINUOUS TO OVERLAP TRUSS BRACING FIXED LOCATION ATTACHED W/ (2)1 Od AT PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP STUD NO (1) 2"x4" (U.N.O.) 2"x6" (U.N.O.) EA. TRUSS (NOTE: BRACING MAY BE WOOD TRUSSES SPACING "L" BRACE "L" BRACE "L" BRACE PLACED ON EITHER TOP OR BOTTOM OF 24" 0'0" - T-O" T-O" - 6'-0" 6'-0" & GREATER THE BOTTOM CORD) SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING -MINIMUM (2)16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rM SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 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"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) L� ` DBL. TOP PLATE CONT. BEARING STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. tz C7 CORNER JACK Y Q LU z O U HIP FRAMING REFERENCE PLAN 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 o N c r4 o rJ COW > W o . M. � o N L d a> d v a Lj'i 2 Inc w a- m o J '�'v r•,•<l 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. W �E a cs8 0 V a) 00 C N r r y U) 1— d1 N V # LL '4C -� �- W 0 emu - uj 10Z — .o o_ _ L 2 V 5 o O: NfD 0 0 _'ru �� W 1� O. 05 m J IL Z N M Z Q Z OU 00 W ❑ ❑ (D M z N z � $ z o J a N M IN zC1 � o v w W 0 a U 0 w s N c Y �cn ZD CD U iu u F— J E U ) rz x Q .9m • r. Q �2 o w M M i S m Z ¢ Z J U_ E C =o 11 � >� Q n � Vo w� Z a® ❑a f6 M X U pza2 00 U z N � `_ tg mo zQ% Nm Q W a`ni 3 a� ¢ g ZO aZ �W W �� 0 1~ -, 2¢ a U § CN 0 0 > U.i co rn E O L-) T Al W M =3 O 60 U)m 00 O 0 (V Lii N O ko Q N ' Ln s cfl ; rl NM o m 00 i6 w :EZ E y EO N d U _j Q p JOB NO: 22-06575-06570 SCALE : AS NOTED SHEET NO. S5 i 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER*4- (-1/2" DRYWALL DOOR JAMB (REFER P.T TO PRODUCT TO PRODUCT -- TO PRODUCT APPROVAL FOR CONN. APPROVAL FOR CONN. APPROVAL FOR CON 1 X 4 1x4 P.T. 3/16"0 X 3" LONG FURRING 3-1/4" LONG X 3/16"0 FURRING TAPCONS L- FURRING ROWS 3/16" x INTO STAGGERED @ 16"1x8 A O.C.& TAPCON @ 16" .C. &TAPCON. BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO P.T. FROM EACH END w/ M. 2" EDGE DIST. ATTACH PER MANUFACTURE MASONRY THROUGH �� 1-1/2 DETAIL 1x8 w/ (2) ROWS 8d NAILS 3" DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3/16" x 3 -1/2" 1 x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16' APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" a x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 TAPCON @ 16" O.C. & L END w/ MIN. 2" EDGE DIST. FURRINI 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" 0' 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1/4" MAX Z-0" 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. BLOCK HEADER ARCH BLKG. & BUCK 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL (4)10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU —� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS SECTION A -A 8" ,1/4" x 31/4" TAPCONS --LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED ---2 x 8 45 DIAAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS \_AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B "'/4" MAX EMBEDMENT INTO K.) t 2'-0„ 8„ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL INSTALL WDW, SCREW THRU OSB INTO 2 x 8 ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL rK B—B SCALE: N.T.S. SS PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC 4' MAX. RAD. PROPER INSTALLATION MAX. $ FILL SOLID BOTH CELLS #5 REB! (TYP,) STD. 90' HOOK (1 [:71 ±5A NOTCH WEB AT FIRST 2 COURSI CAPACITY = 805 # FOR 1 STRAP = 1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SCREWS & (5) 1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4Yz" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5)12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) — 8d NAILS JACK TRUSS PROVIDED BY--/ TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH —� NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP, DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR.q. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. < TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. IF TRUSSES USED) W/ (2) #6 X 4%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" =1'-0" SS FILLED CELL PER FOUNDATION PLAN tR YP.) THE :S ♦ UNACCEPTABLE INSTALLTION ♦♦♦ DO NOT DO THIS ♦♦♦ 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. ♦♦ #5 REBAR (TYP) ♦♦ 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO ♦♦♦ ♦♦♦ AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED 6" O.C. EDGES AND 12" O.C. FIELD ♦ ♦1 ♦ STD. 90° HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 1Od ♦♦ �i �� @ TOP & BTTM CHORD, AND (8) ♦♦♦ .♦♦ FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: Lil [1 46/:]/ LAP SHEATHING TO ♦♦♦ ♦♦♦ BOTTOM OF BAND ♦ JOIST TYPICAL ♦♦ +2„ NOTCHB @FIRST COURSE SIMPSON HGAMIOKTA @ 12" O.C. ♦♦♦♦♦ - ♦♦♦♦♦ w/ (1 1/2" SIDS SCREWS INTOO BAND JOIST & (4) 1/4"x2 3/4" ♦♦♦♦ ♦♦♦♦ TITEN INTO K.O. BLOCK FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW SCALE: N.T.S 2x SUB FASCIA ALUM DRIP EDGE BRG WALL TYPE —�- j ALUM FASCIA PER PLAN 1 I 1-3/4" TRIM PAINTED I I SS NAIL w/ 5/16" HEAD F CHANNEL, I FASTENED PER I - — DIA. @ 24" O.C. NOTE 2 BELOW —I--�L CONT VENTED OR SOLID SOFFIT CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS w/ 3-12d NAILS, TYP. (**) / 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN - SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT SFO 1 SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* 2 X 4 #2 SYP SCAB TO SIDE OF 2X TRUSS AS SHOWN FOR O.H. UP TO 2'-6" °�ERyq * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION #5 CONT. TOP & MID OCCURS WITH MIN. 3" COVER 6-0" AQD pD a T- - III D, D _ GRADE e D 'TI r e CV p M Z •D e. (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION REV. 07.28.21 SCALE: 3/4" = V-0" + G �FNOTy + + TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL---/ SCHED. (2)10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS + REQUIRED TO �\ + SUPPORT SOFFIT CENTER SOFFIT PRECAST LINTEL SEE ELEVATION _j FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION M SCALE: 3/4" = V-0" SS QFF CHFFT n,) Amn SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT E 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: a,1 - , z O U_ O LU H U a U) SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO FILL 1st 4 COURSES SOLID W/GROUT e FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. OVERHAN d RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1 r-011 51-011 SCALE: N.T.S. INISH FLO 1-0° #5 BAR • �. ►' ." a •° p e p ` ° .•[:�:CENTERED W/ g IN TOP o ° ° a KNOCKOUT/ N ° CHAIR BLOCK MONO FOOTING �e SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL DIRT 4 z STANDARD o 91r HOOK N #5 BAR IN FILLED CELL, , STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" )TE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC )NTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY t 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY I EXISTING FOOTING RETROFIT FILLED CELL DETAIL —.1, — 4" SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. N N o 11J d � � W 0 fO ' C-4 emu- a w, cc o U iC �•d R� � E e_o 0 ca. °. v V b' 4 Ct5 r ell To the best of the Engineers knowledge, information and belief, the structural plans and spedfications 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 W a QE' N �7 .i �� �� Co �3 Co YOB M u7 y v Q C J LL W JLLu W o Z �o c a r �o 0 ♦� $ '" N <p � OOc W co r rn m Z N Z Q J JG IL N O OU Z W ❑ ❑ V M � z z s 3 JINL a N Arnim - M L ) z O v CD o LL Lij s O Ly N V� _ ~ U � f e N O, r_ C:::, z M M ¢ w z a 41 rj ni E a o z 0 wo ? g Z <� Z® oa ►`1 gig' �a _° Z O E N a o wo <o K a az ¢z W a OU m� o0 Z Z U) hm I C <b 8< Z= <g a w W U w �5 o O w� �o 'a= v zla 3 C .NN > Ln U) o O � co L0 T n' w T C:)C:) _M CT 00 U) m 000 0 CV �= CV O O C Q N I LLn E CV z !� C* N z ca E E a 0 � ¢ o JOB NO: 22-06575-06570 SCALE : AS NOTED SHEET NO. SS PASCO COUNTY *DIAGONAL SPACED AT 15'-0" O.C. MAX CONTINUOUS LATERAL BRACING- NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING CROSS BRACING DETAIL (TYP.) SCALE: 1/2" = V-0" SEE ROOF PLAN SHE BLOCKING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A X-BRACING - 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB 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 AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL 2 SCALE: 1/2"=1'-0" TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS FRAMED RIDGE 2X4 STUDS & PLATES AT 2.O. O.C. CON1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 MAY B MAYBE NAILED EACH DIRECTION TYP. U.N.O. 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 2x8 BLKING. NAILED @ EACH COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES SIDE w/ (3) 12d NAILS WHEN OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD REQUIRED w/ (2) USP HTW20 SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION W/ (14) - 10d X 1 1/2" EACH 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. �C 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" 'k O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D 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 TB ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg B 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKINGBETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP MAX & EACH END ALTERNATE A DIRECTION TYP. ---\ A 41 CHORD AT ALL HAND FRAMED AREAS TYP. -----Z—WOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1 /2"= V-0" 2 x P.T. BLOCKING BY FRAMER FOR PROVIDE 25" LAP PLYWOOD EDGE SPLICE @ F.C. REBAR NAILING PROVIDE (4) 10d TOENAILS FROM TOP -CHORD BEARING TRUSS TO LEDGER FLOOR TRUSSES @ 24" O.C. 4/ 2) 2x8 SYP #2 P.T. LEDGER ATTACHED TO MASONRY w/ (2) ROWS 1/2" SIMPSON TITEN HD, MIN. 4" EMBEDMENT PER 54/D1 SPACING. DOUBLE KNOCK -OUT BLOCK w/ (1) #5 CONT. IN EACH COURSE. FLOOR CONNECTION @EXTERIOR WALL SCALE: 3/4" = 1'-0" VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR USP RT7 OR HCLR/LL W/ 8 - 8d IN PLACE OF (4) 10d COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR USP RT7 @ 48" O.C. BEVEL CUTS (OPTIONAL) DIAGONAL 2x8 #2 SPF RIDGE BEAM AT 8'-0" WOOD MAX TRUSS 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO RIDE BEAM 2X4 CONT. ATE CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a@ INTERIOR BEARING 3 SCALE: 1/2" = V-0" PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT 2'-0" MIN. 1'-0" 6" 6" V-0" 6" 6" 1'-0" 10 TYP. TYP. O O 1 O O O O- I SPLICE O I O O O 2'-0" SPLICE BEYOND 2'-0" PART. ELEV. VIEW DBL. KO. BLOCK b- n- - - - MIN.1 MIN. TYP. 24" MIN. (2) 2x8 P.T. ATTACHED PROVIDE 30" LAP SPLICE @ F.C. REBAR. PROVIDE 8d NAILS @4"O.C. FLOOR TRUSSES @ 24" O.C. DOUBLE KNOCK -OUT BLOCK W/ (1) #5 ALTERNATE: CONT. IN EACH SINGLE 2x8 SYP #2 P.T. HIP COURSE LEDGER ATTACHED TO MASONRY W/ G.T (2)-1/2" DIA. TITEN HD MIN. 6" EMBEDMENT PER 54/D1 SPACING USP HGAM10 @ 4'-0"O.C.T&B FLOOR ATTACHMENT 50 SCALE: 3/4" = V-0" (2) 2x8 SYP #2 P.T. CONT. LEDGER w/ (2) ROWS OF 1/2" TITEN HD STAGGERED @ 24" O.C. w/ 4" EMBEDMENT & 6" EACH SIDE OF SPLICE & EACH END. LEDGER LAP SPLICE TOGETHER w/ PART. PLAN VIEW (2) ROWS OF 10d @ 6" O.C. LEDGER SPLICE DETAIL 54 SCALE: 3/4" = V-0" OPTIONAL 6" WIDE BOARD BATTEN STRIPS TO ELIMINATE 3/4" AIR SPACE. SEE MANUFACT. SPECS. MASONRY SEE PLAN i')N_-I M TnC:nIAILS 2X6 P.T. CONT. -EDGER T&B W/ (2) 1/4" X 3" TAPCONS @ 24" O.C. T&B TRUSS vvr vow vvr r v� r Iry X 1 i2" NAILS TRUSS TO LEDGER LEDGER DETAIL SCALE: 3/4" = V-0" MASONRY WALL SEE FLOOR PLAN FOR MORE INFO. STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE - VARIES W/ ROOF SLOPE MIN. 2x4 #2 SPF P.T. CONT. W/ (2) 1/4 /rTITENS SCREWS AT 16" O.C. TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL 52 SCALE: 3/4" = V-0" 12 SEE ELEV. v' 3/4" MIN. AIR SPACE SEE ROOF PLAN WOOD TRUSS FOR STRAP INFO. 1" DENSGLASS ULTRA TOP COURSE W/ ATTIC DETAIL - ADJACENT TO TRUSSES SHAFT LINER 1 #5 CONT. OPTIONAL 6" WIDE BOARD GA ASW 1002 SCALE: 3/4"=1'-0" � BATTEN STRIPS TO SEE PLAN ELIMINATE 3/4" AIR SPACE. 2x4 BLOCKING @ 48" O.C. MAX. W/ 5 LB FELT (SHINGLES) TOP OF PLATE SEE MANUFACT. SPECS. (2) 16d TOE NAILS @ EACH END & FOR INSTALLATION. GLUED TO ROOF SHEATHING IRE RESISTANT OSB 7/16" 2" CLG. RUNNER FIRE CAULK SHEATHING 4' ON EA. SIDE CEILING BOARD PRE-ENGINEERED ROOF RUNNER TO SHEATHING OF WALL NOT STAGGERED TRUSSES AT 24" O.C. MAX ABOVE AT EACH SIDE OVER PARTY WALL LINTEL SEE 2x4 LEDGER @ 48" O.C. MAX VERTICALLY NAILED (2) LAYERS 1"x24" PROPRIETARY y' I TO TRUSS WEBS W/ (2) ° TYPE "X" GYP. PANELS INSERTED 8d (TYP.) SEE PLAN E BETWEEN 2" FLOOR & CLG. RUNNERS BASE BOARD T WIND W W/ 2" STEEL H STUDS BETWEEN °' I EXTEND BURN CLIPS AS PER PER SPECS. ADJACENT PAIRS OF GYP. PANELS. ° ° 2 x P.T. BLOCKING FIRE WALL MFG. BY FRAMER FOR WINDOW PER PLAN 2" FLOOR RUNNER ° ° ° R30 INSUL. MIN. SPECIFICATIONS NAILED INTO PLYWOOD EDGE W/ 3/16" DIA. x 1 3/4" TAPCONS AT 16" " 2x4 LEDGER ONLY AT EACH SIDE OF STEEL H STUD. NAILING O.C. FIRE CAULK PROVIDE (4)-10d RUNNER TO BLOCK TOENAILS FROM 8" C.M.U. WALL WALL EACH SIDE TRUSS TO LEDGER (1) LAYER 1/2" HIGH STRENGTH EACH SIDE STD 909 HOOK OR 5/8" GYP. WB. W/ 1 3/8" NOTES: DRYWALL NAILS OR DRYWALL 3/4" FLOOR 1. SEPARATION WALL IN THE SCREWS 7" O.C. EDGES. SHEATHING ROOF SYSTEM PROVIDES 2-HRS. PROTECTION PER GP WHI 945-0743. 2. MASONRY WALL PROVIDES (1) #5 VERT. IN FILL CELLS s ` 1x P.T. NAILER INSTALLED 10'-8" 2-HRS PROTECTION PER (SEE FILL CELL PLAN FOR LOCATIONS) 1 AFTER INSTALLING RBC'S ^ UL-U905 8"x8"x16" CONC. KNOCKOUT 2 x P.T. BLOCKING BY FRAMER FOR BLK. W/ 1 #5 ROD CONT. PLYWOOD EDGE NAILING FILLED W/ GROUT \� ; %� � DOUBLE KNOCK -OUT (2) 2x8 SYP #2 P.T. CONT. LEDGER w/ (2) 4"1 INSPECTION PORT AT W/ (1) #5 CONT. IN. ROWS OF 1/2" TITEN HD STAGGERED @ EACH FILLED CELL (TYP.) EACH COURSE 24" O.C. w/ 4" EMBEDMENT & 6" EACH SIDE OF SPLICE & EACH END, SEE 5401. Z w U 1x P.T. BASE NAILER PRE-ENGINEERE 7 3/4" PLYWOOD DECKING GLUED AND STD. 909 HOOK FLOOR TRUSS' AT O.C. 24" O.C. NAILED W/ 8d COMMON AT 6" O.C. N � � (SEE DETAIL) j - q gI NAIL FLOOR TRUSS TO LEDGER —W/ EDGES AND 12" O.C. FIELD e / f (4) 10d TOENAILS (TYP.) GYP. BOARD CLG. 1/2" GYP. WB. OR 3/8" PLYWOOD/TYP 2-M-W / OSB (DRAFTSTOPPING) TO BE NAILED W/ 8d COMMEN AT 6" O.C. TO ONE SIDE OF FLOOR TOP CHOft tRI TRUSS FOR AN AREA < 1000 S.F. AND SEALED \ FLOOR'SYSTEM PENATRATION AREAS W/ FOAM. DRAFTSTOPPI^ 6 '� SHALL DIVIDE THE CONCEALED SPACE INTO APPROX. EQUAL AREAS (1) LAYER 1/2 HIGH STRENGTH OR 5/8 GYP. WB. (OR 5/8" GYP. TYPE "X" @ GARAGE W/ A HABITABLE ROOM ABOVE) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O.C. CEILING, 8" O.C. WALLS & 4" O.C. EDGES (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCA 8" CONC. BLOCK (TYP.) 1x P.T. BASE NAILER 6x6 W1.4xW1.4 WWF. —� M =_ \_8"x8"x16" CONC. KNOCKOUT BLOCK W/ (1) #5 ROD CONT. '. FILLED W/ GROUT ' 1" P.T. NAILER R-3 MIN. INSUL. PER. FBC. 1/2" GYP. WB. TYP. "S" MORTAR (TYP.) U z W ' N N 4"x4" INSPECTION PORT. ji. AT EACH FILLED CELL (TYP.) _9 T (4) #5 CONT. STD. 902 HOOK ON 3" CHAIR 8" 2'-0" 8" (SEE DETAIL) 2-STORY PARTY WALL SECTION PWO SCALE: 3/4"=V-0" SEE 53/D1 FOR LEDGER CONNECTIONS 1/2" GYP. BD. —� (2)-1 X 4 P.T o ^ NAILER BASE BOAT PER SPEC: CONC. S1 SEE FOUND 6 MIL VISQUI TREATED; REINFORCING W/ MATCHING #5 DOWELS IN SOLID GROUTED CELL W/ MIN. 25" LAP SPLICE MIN. 8" C.M.U. WALL JP OF SLAB bo N v- 3 #5 CONT. 20" TYP. 2 STORY WALL SECTION SCALE: 3/4" = V-0" 0'-0" F.F. VARIES WITH SITE GRADES SEE PLAN 181 c^4 N wy i j W CDYo C2- r o G A m � �L.�a u, cc o ✓� O cp c7 4 d 6) io �� c) v � L' G 7A& o . L Q!�` 2 ,✓'�,oOFCSSiMONP �� 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. N W ag,s v E 0 0 o N >�a0 rn v�-'Z— 2 M Q M CD V # LL N 25Z J a LL U_ 5 LL (1 Z _ w rn o 5 LU N c_p O r- o W LL -U p 0 coJ M G (9Z N OU o Z W ❑El Z N Ih og �g r M z Cz 0-1 a LL 4-1 (6 w � '° U O N �N S C N W w J U o c U) 0 Q O] 0 m ®0 N CD w co o a � � >� <o 41 C 0 20 oa UO CDp CV _ U a w Z. U Oa a Z a � r. a O 0 Z�c �z � J <tl zo U hw J W S IIIII� co c0 a = 0 � iIa � .y0 C V > LO co O O \ � T Al M CU TCD Q r OO / A o V/ m 00 oQ T 0 N �= N CD Q N N C) to E E z c v00 7 V N z E E w m c 0 U J t7 Q 0 c J JOB NO: 22-06575-06570 SCALE : AS NOTED SHEET NO. D 1 I - - - - - - - I I I I L I - - -- I - - T I - IL III FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE WINDOW UNIT FLASHING REQUIREMENTS TEMPORARILY SECUREI � - BARRIER DOOR ROUGH OPENING WEATHER SLOPE RESISITIVE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with aweather-resistant exterior wall envelope. The exterior wall envelope shall BARRIER WOOD FRAME CONSTR. (0.6 cm: 30.5 cm) include flashing as described in Section R703.4. TAPE EXTERIOR SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR. 3 SHEATHING BY LAPPING DOWN ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING OVER RIM JOIST AND UP THRESHOLD OF DOOR AND WALL BY 6 IN. 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 (ASSEMBLED WINDOW) ` NAIL BRAND OR EQUAL WEATHER EXTERIOR 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 2 �- O PROOF CAULKING of draining to the exterior water that penetrates the exterior cladding. WEATHER SELF -ADHERED FLASHING BUILDING PAPER ' RESISITIVE z BARRIER SEAL TOPS OF JOISTS 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 1 UNDER DECKING SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied SELF -ADHERED FLASHING (SEE DETAIL WP07) 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 HEAD FLASHING TIE-IN INSTRUXTIONS: No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and 1. Cut, fold up & temporarily secure weather RIM JOIST building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. THESE DETAILS ARE GENERIC AND resistive barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under 1 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over AND WATERPROOFING METHODS TO weather resistive barrier 3. Fold weather resistive barrier back over head 2 1 2 2 wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade flashing BE USED. flashing tape D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any and seal with (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW im SELF -ADHERED FLASHING ii SELF -ADHERED FLASHING I Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER p pp g FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED EXTERIOR SHEATHING J/ 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD NEEDED IN CORNERS ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be 3/8" CEMENT THRESHOLD OF DOOR AND RETURN 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 PLASTER NDOW OR EQUAL WEATHER PROOF CHUNKING (SEE DETAFLANGED IL WP01 gin accordance with the manufacturer's instructions. All flashing shall be applied in a manner to membranes used as flashing shall be applied 12 MIL DRYLOK CMU -MASONRY BLOCK EXTREME REFER TO TECHNICAL SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. WINDOW LETTER ON CHEMICAL O COMPATIBILITY RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with FASTENER SELF -ADHERED FLASHING ° SELF -ADHERED FLASHING. _ �`a (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 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO ° ° EXTEND A MINIMUM 6" RELEASEDHESIVEASSHOWN)PER TO SE contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the pptype of sealant. Fluid -applied membranes used as OUTSIDE EDGE OF .' • ^' MASONRY ° ° VERTICALLY FROM BOTTOM OF flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings WINDOW BUCK c 2) SEALANT JOINT + r- THRESHOLD ^ shall be installed at the following locations: 5) SEALANT FROM INSIDE EDGE OF ° WINDOW FRAME '• WINDOW BUCK ACROSS WINDOW BUCK SECTION -A (SEE DETAIL WP02) �-J 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE SELF -ADHERED FLASHING O finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings AAMA 712. Flashing door be installed in shall comply with at exterior window and openings shall accordance with one or more of the 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING 2 following: 2 CLADDING AND WINDOW SELF -ADHERED FLASHING 5 1.1 The fenestration manufacturer's installation and flashinginstructions or for applications not addressed in the fenestration � FRAME 3) SEALANT WINDOW FRAME T WINDOW BUCK ALL THE WAY NAILING FLANGE 1 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details AROUND, INCLUDING SILL. 2 0 SEAL TOPS OF JOISTS 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 DO NOT FLASH OVER BOTTOM NAILING 8 UNDER 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. FLANGE (SEE DETAILKING WP07) 1.2 1.2. In accordance with the flashing design or method of a registered design professional. 1.3 1.3. In accordance with other approved methods. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND SELF -ADHERED FLASHING � , � SELF -ADHERED FLASHING I SELF -ADHERED FLASHING � , � NV 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMANVDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMADMA 400. FENESTRATION INSTALLATION AND INTERFACE HALF ROUND WINDOW EXTERIOR DOOR WITH DECK INSIDE CORNER 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3.3.Under and at the ends of masonry, wood or metal copings and sills. Ground 4.4.Continuously above all projecting wood trim. SHEATHING 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 gutters. JAMB, SILL AND HEAD DETAIL Lath APROVEDHOUSE SHEATHING SELF -ADHERED FLASHING Sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL APPROVED HOUSEWRAP PATCH STRUCTALATH TWIN TRACK 2.5 _ Stucco FLASHING A WATERPROOFING METHODS TO BE USED. ° a ° ° 3!4"CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME ° APPROVED FLASHING TAPE DOUBLE 7/8" Cement Plaster "V" SEALANT SOCKET WITH JOIST 14 ° ° ° ° a TOOLED APPROVED SEALANT SINGLE WOOD BEAM ° Foundation Wall o in accordance with 7/8" Cement Plaster JOIST BELOW 1 SELF -ADHERED FLASHING ° ° ASTMC926 in accordance with SELF -ADHERED FLASHING 1 ° ° ASTMC926 Felt backed metal 2 3" MIN 4lathe - 4..: r'' in accordance Felt backed metal SELF -ADHERED SELF -ADHERED 4 with ASTM C1063 lathe in accordance FLASHING FLASHING 2 O 5 with ASTMC1063 ,�, Building Paper Building Paper 7/16" O.S.B. sheathing O.S.B. SCS 0602 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING , SELF -ADHERED FLASHING , FOUNDATION WEEP SCREED , sheathing , Metal sheathing EXTRUDED SHOULDER DECK JOIST OUTSIDE CORNER : Flashing Weep Screed SELF -ADHERED FLASHING 2x FRAMEWALL - -� � �I Installed As Per Manufact. Specs. � STRIP OF SAF LEGEND PRODUCTS DETAILS l I SELF ADHERED FLASHING (SAF) Maintain Stampede or similar Bottom Of bottom TILE FINISH- W DRAINAGE PLANE WRB DRAINAGE PLANE (DP) WEATHER RESISTANT / I BARRIER (WRB) - - \ cauk Weep Screed joint only 1 1/2" t0 2" WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK > I I I I BOND BREAK WRB SELF URRINGBOND BREAK N(SF) LATH ATHER RESISTANT BARRIER Y I \ l I PLASTER ACCESSORY Above Roof Weep Screed Sheathing Installed As Per PER THE FBC RESIDENTIAL 7TH EDITION (2020) a 'OSB% I SF LATH SHEATHING, PLYWOOD, DENSGLASS S�tSSSt1S Manufact. Specs. 1'-4" PER PLAN Z I l Detail Instructions Refer to the number marked as # in each detail that corresponds to the 1'-0" PER PLAN 'v I I I S THE P DIP WRBONTO I l I I SURFACE TO TOP OF 1/2" Cementitious Cement Plaster Decorative Finish numbered items in the list o instructions below: - I �, I ( FLANGE AS AN AIR in accordance SLOPE I II ` BARRIER I I I with ASTMC926 8 0,• _ a,o•• • o, All inside and 1. Install self -adhered flashingin order as shown b numbers y flashing barrier to form 8 CMU - - �l I 3-1/2" INCH FLANGE I over wood 2nd ,®,o . • o ,•oo, outside corner will floor • �•o,o, need to be miter 2. Install and weather resistive water shedding Q °a --------------- laps 4" OR 8" CMU �------------------11 ' ® o cut and caulked all 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH} I� _ _ ° z z �� �� ����� ��� I I STRUCTURAL FRAMING°•o,o, o,o•: butt joints need to 4. Split the release paper using the ripcord (Split release on demand, -,-- ° FILL WITH GROUT �J g g I " • o, •Q'• becaulked using ° " embedded in the adhesive layer) - for ease of installation and to a a �: STRUCTURAL SHEATHING Stampede or sim. minimize scoring cuts ° ° a ° W LLI a t1 \ PLASTER STOP THIS GAP IS A RESULT OF NATURAL SHRINKAGE. v STRIP OF SAF caulk for all 5. Remove all release paper per standard installation instructions and ° a ° = W ~ - - - - - - - - - - DO NOT SEAL. __ _- _--_ CONTINUOUS BACKER -- DRAINAGE PLANE WRB adhere to substrate using a square piece of flashing material (6" x 6" V ROD & SEALANT DRIP SCREED PLASTIC ; I Minimum) SLOPED MUD BED ° _ ACCESSORY ,, I BOND BREAK WRB 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to - a 4 ° W SF LATH fit tight to VINYL SHOWER PAN A corner a ° ° Note: 8. Mechanically fasten as necessary __ _____ I _ _ _ __ _ _ ____ _ I - The building paper and metal lath must be SLOPE ° Cement installed over the top of the weep screed. a - - 4 PLASTER STOP J� Plaster CONTINUOa US BACKER ROD over a & SEALANT 1 st floor CEMENTITIOUS FINISH WEEP SCREED DETAIL SHOWEII SEAT SOFFIT/CANTILEVER • SCALE: NOT TO SCALE C.d• C`1 �. 0 LO m CG d N o 6 G Q. cu v w �• d co o- N N 0 N _ 0 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. tl! W E O MN 8 Q O N m CO C N_ m 0y ..�.• QO Y/ t . J M c� V 2 (L a) S J Q C W J 52 W 2u_�' o � w Z -ate o L°o no L ogr-� 0 W 05 °_' DO Do LW b N „F- n, a OU Z o W C ❑ U z N cn z � S z o Q J a � z � vCD _ � � cn (a w R U O w g N c N u) r6 U w J U �' °m' Q O w M M ¢ o Z Z J ,L_ c6 cucu W= ao Z<oz az _� ow oo= o& Z�� u) .o <w co 22 Z O Q U W a LL az mF � __ aLL 3 a <r ;o v it a 80 3 Nco cm �o 0 L0 T Al M Co =3 O Q r 00 v J o m 00 o T Q f - � -0 N I.1.0 I� N Q 01 N Lf) CD E N o 0 cc 00 N z m E E co n ci � a o � JOB NO: 22-06575-06570 SCALE : AS NOTED SHEET NO. W P IOWAR/C,._4NE Mounting Brackets 00 Gauges 4112'x4-112"x2-12" 1fr Back Cross Support (May be cut Ks Wl See Anchor Schedule Right Bracket (16 Gauge) Brits 112e Dia. A325 Galv. {Typ,) qy 0 k 14 Self -Drilling Screws 1 as�sN ' A/C Unit Bottom Edge a Hurricane Strap (Typical:3 in front) Washers Front Cross Support Self -Locking Nuts (May be cut to W) Left Bracket 06 Gauge) a 14 Self C7riling Strews7hru Brackets & Back Cross Support Into A/C Unit Bottom Side (Typical: 3 each side for hurricane use) Spairfis tnslailaMun tnaaus xu arc pwvi" wuh -It Hiatlttare AM 9- tta6[d Set �1°A avJll ltle t4Pb0 eeerlse , er ( dNl a! Mig ip�') Florida Department of Business & Professional Regulation Pop 1 off Building Codes and Standards 1211 Of= Product Approval Application Detail - . �90 - e"sar w Dot 21a Ru MM VKWW Vowfamrw Enalm &Ueaaa validated By restrained far Aelprovsi APB4YB9 mom AfBrtnetiwi 2020 Smart Vent Produce, lox. NOW Granath Norma , F. Narero P.E.Locxe Swrion P.E. 12/18/2020 12'1&2020 12128/2020 Approved Category:=ual Components (877)441-836a FE-73770 (334)30D-1600 &DCampory: Produce htroduced 98a Result of inroosmertvent.com Now Tedmolo ry Crrpilari. Method: Evasretion Report from a Flolda Regletared Ardnitsct ors Uarma4 Florida Professional Engineer AMA Product MotlY. Nunhr r Nema 1Lplty Assurance $odust Dersoringia, Contract Exploration Dal,Ig Approved for Use Ascrovad HvI1z Ouiladd, Jar Use HVKZ IIIIII)WA BlMfiala D.Sim "n-re 1 SmadVrit Mode1$1540.510 Dual Function Flood and Ventilation Vent 12r372023 Yes Yea NIA ♦1wL100 2 SmadVant Modal #1540611 Duel Fundon Flood and V-cation Vent 12olnO23 Yes Yea NIA .1001.1DO 3 6manvent Model#1540-520 hotsaled flood Vent 12/31/2023 Yes Yea NIA .1 ON DO 4 SmadVe, Motila1540.521 hsLee ad'add Vent i?lJ72023 Yea Yea NJA t1 wA 1 DO 5 Smanvent Model a154o524 16aqud; Gongs Door Flow Vent 12J312023 Yes Yes NIA NIA 6 SmenVent Mods) L11540570 Wood WNI Insisted Flood Vent 12/312023 Yes Yes NtA .10DJ 1 W . SmadVent Modeltr154o S74 145&gad:Gerge Dar Flood Vas IM12023 Y. Yes N/A IVA Florida Department of Business & Professional Regulation Poe 1 r, Building Codes and Standards 1114/2021 Product Approval Application Detail Florida Department of Business& Professional Regulation Building Codes and Standards Product Approval Application Detail page 2o14 1125M22 raa" Entity or Pair, WZ 160 Type V rslon Manufacturer contact Enalraer&License Validated aV Validated subm"led FBC Approval Approved Status Revision 2020 Therms-Tru Cwporaton Steve Jasperson Lyndon F. Schmidt P.E. Ryan J. King P.E 041152021 1281/2020 04r2212021 Os/Da2021 Approved Category: Exterior Doors 0()) (8843-7626 PE-43400 (813) 767-8555 Subcategory: Swinging Exterior Dow Amombfas sjosperson@t ermotru.co Cam phones,Mel Evaluation Report from a InFWide Registered Architect or a Licensed Florida: Professional Engineer FL02000linRS Produces 'ygg g Product Mptlel. Number W Name CualiNAesuranca Contract PX10-raUun DOW Aoarbvadfbr Use Approvedfor In HVHZ Outside Use HYHZ impact Doollan P1assurs 1 a. Thenrr-Tru Fiber -Classic and Smooth -Star Nominal 69#39;8 &quad nWct&gwt: Opaque 12131J2022 No Yes Yes N/A Composite Edge Pberglass Single Door (In&WrgJOubwing; X conliguredon) 2 b. Therms-Tru Fiber-Claselc and Smodh-Star Nominal SSAIM.8 &quotlmpact&quot Opaque 1213120M No Yes Yes NIA Composite Edge Fillerglass Single Door with Sd.lw(s) (In rig/Outseng; XO, OX- OXO configurations) 3 c Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#W 8 Squab npact%quot Opaque 12r312022 No Yee Yes N!A Composite Edge Fiberglass Double Door Wth or without SWelites Ortswing/Oubwing: XXor OXXO coegurations) 4 it Therm-Tru Fiber -Classic and Smooth -Star Nominal 8&139;0 &quotlmFaot&gwt; Opaque 12r312A22 No Yee Yes WA Composite Edge Fiberglass Single Door (Inswrg/Outsweg: X contgurabon) 5 e Themma.Tru Floer.CbsaWc and Sngofh•SWr Nominal e&#3a;O &quote mpect&quOt Opaque 121311= NO Yes Yes WA Composite Edge Flberglass StVle Door with Sdeiee(s) (I nseerg/OutsW ng; XO: OX or OXO configuration) 6 f T'herma-Tru Fber-Classic and Smooth -SW, Nominal 88J1 O &quotlmpactaquot Opaque 12J312022 No Yes Yes WA CompaeiW Edge Fiberglass Double Doorwith or vudlout SWeldes (bowing/Outawing; XX or OXXO configurations) 7 g. Therrre-Tru Fiber -Classic and Smooth -Star Nominal 88K868 &quotl mpact&quot Glazed 12131=22 No Yes Yes WA Composts Edge Fiberglass Single Door (Inswrgxiutswing; X configuration) a h. Thern m-Tru Fiber -Classic and Smooai-Smr Nominal 6&AGeB 8quotlmpact8quot Glazed 12J312022 No Yes Yea WA Composite Edge Fiberglass Single Door with Sdelite(s) Onsvtre/OutsWng; XO, OXa OXO configurations) 9 1 Therms-Tru Fiber-CJassle and Srnooth-Star Nominal 6&M.8 &quotlnpactIlquot Glazed 'IT312022 No Yes Yes NIA Composite Edge Fiberglass Double Door Wth or Yvbout Sidelites Or s%%iri /Outsvdng, X(or OXXO configurations) 10 J. Therma-Tru Fiber-Clesalc and Smooth -Star Nominal W3W.0 &quotl mpact&quot Glazed 12J312022 No Yes Yes NIA Composite Edge Fiberglass Single Door (InawingfouhvAlg; X coMlgunbon) 11 K Therma-Tru Flber-Classlcand Smooth -filar Nominal 8&939;0 &quatimpaetaquot; Glazed 12r31/2022 No Yes Yes NIA Composite Edge Fberglass Smgle Door with Sdelite(s) OnavanCA),la erg; XO, OXa OXO configurations) 12 I. Therma-Tru Fiber -Classic and S1aothSter Nominal S&MO &quotl mpactli GlaZed 12r31/2022 NO Yes Yes NIA Composite Edge Fiberglass Double Door eth or without Sxtelitss OrmwnglOutawing. XXa OXXO configurations) 13 In Therma-Tru Fiber-Classi. and Smooth -Star Nominal 5&p3B;8 &quotlmpact&quot Glazed Molded 121314= No Yes Yes NIA Open Composite Edge Fiberglass Single Door OnswirgJOutswirg; Xairfiguraoon) 14 n. Therma-Tru Fiber -Classic and Slrocu Star Nominal 6&139;8 &quetirrpact&quat Glazed Molded 12r312022 No Yes Yes WA Open Composite Edge Flbergim Single Door with Glazed Abided Open SIdeIRea) (I nsvdng/Outswoing; Z. OX or OXO cordig.rob.n.) 15 0. Therma-Ter Fleer-Cbssic and Snpoth-6tar Nominal 8&rr39;8 &quct;I pact&quot Glazed Molded 12Y3lr2022 No Yes Yes N/A Open Composite Edge Fiberglass Double Door with or without Gazed Molded Open Srlelnes (Inswing/Outswigi XXw OXXO wnfigurabors) 16 p. Theme-Tru Fiber -Classic and Smooth -lacer Nominal B&#39;8 &quotimpectaquoL Opaque 12f31/= No Yes Yes WA Composite Edge Fiberglass Single Door with Molded Open Sidelite(s) (Insving/Outswing: XO, OX or OXO configurations) 17 q. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&M,8 &quotl npactBquoL Opaque 12/312022 No Yes Yes NIA Composite Edge Fiberglass Double Door with or without Glazed Molded Open Sxtelites (InaW ng/Outsw ing; XX or OXXO configurations) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel d1 ifa2P:1 serer - Endft 291 ;WA ... .Dda D Tim vonsion Manufaeturr Conrad vsiNrW av validated aLibmitrtd FSQ Amroval Apara129 SAM R.Asiai 2D20 POTlndustrba Jens Rosou-eN N.ml-Dde WCO -CER Seam) -Dade SCCO -VAL 11119=29 10262020 112472020 Approved category: Exterior Dons (941) 48Si 0100 (796) 315-2590 fiubCaW9o7• Sl1dn9 Exterior Pon Aa ombias lroaawsM�pgtlndraWea.e cenpurxe 01r4hod: CMiicehon Mery or lung an FURM-14331FIadras Approved for use Appraised for Use Ott 22ME A4B @adl+t Mad Numberne No- I1�Z outw& HVMZ lhaswro 9 9005570 it-orge Missile Impact) Vary) gilding basso Door 04114=21 Yea Yaa Yea N)A May 27, 2022 PRODUCT APPROVAL SPECIFICATION SHEET(2022) As required by Florida Statute 553.842 and Florida Administrative Code 96-72, 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 A. SWINGING Therm aTru Fiber -Classic and Smooth -Star (NONAMPACT) FL204+61.1 +67.0/-67.0 psf 12/31i2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-167.0 psf 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star {IMPACT) FL20470 +80.0/-80.0 psf 12/31/2022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4/14/2026 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 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 LOWERED DRS Curries Division of AA DG, Inc 607,707, 727,747, and 847 Single & Pairs of Doors F L11537.1 N/A (see inst s ht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/8/2023 PGT Series 5500 FL239.2 N/A 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.01-55.0 psf 2/1612024 C. FIXED MI Windows and Doors Series 185 FL15349A +60.01-60.0 psf 4/3/2023 PGT Series 5520 FL243.5 NIA 4/30I2025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5500 FL261.1 N/A 5/2612026 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 A. SIDING NiA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.01--75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.2/-54.2 psf 7/3012023 C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 NIA 12/16/2022 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underlayment FL12328 NIA 6/29/2023 Plyglass USA, Inc. for Tile Roof) POLYSTiCK TU MAX FL5259 NIA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp, Off Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12/31/2024 Lomanco, Inc DA-4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679.1 +0/-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NIA 12/31/2022 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2022 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA 12/31/2022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2023 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 NIA 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 Building Codes and Standards Product Approval Application Detail Page 1 of 3 1 /25R022 t=ntity or - mla Bats I iIID j� Venipg Manufacturer C-0 Enalneu a License Validated By y, r submitted FBC Approval ApprovedRevision 2020 Therms-Tru Corporation Steve Jasperson Lyndon F. Schmidt, P.E. Ryan J King, P,F 071231202(1 07/1212020 07/M2D20 10/1312020 Approved Category: Exterior Doors (800) 843-T628 PE-4.11 (813) 76T-85% SubCatagory. Swinging EXWrbr Door Asse... slasperwriCthemretru.w Compliance Method: Evaluation Report from a inn Florida Registered Architeot w a Licensed Florida Professional Engineer Ssa a Product Model. Number or Name Product Daunotlon Approved for Ute 9oproved Contract F�roiraean DeEe In HvKZ far Use Outeitle HVHZ Imvaet Reaiatant Pressure 1 a. Therms-Tru Fiber -Classic and Smmoth-Sbr Nominal W39.8 &qua;lmpact&quit; Opaque 121312022 Yes Yes Yes WA Composite Edge Fiberglass Single Door (Inswing)Outswing; '(configuration) 2 bTherma-Tru Fiber -Classic and Smooth -Star Nominal 6&#3$8&quotlmpact&quot; Opaque 12t312D22 Yes Yes Yes WA Composite Edge Fiberglass Single Doorwith Sidelite(s) tlr swinglOuaawing: X0, OX or OXO configurations) S c. Therma-Tru Frpar-Classle and Smooth-Ster Nominal 68439;8 BquoLlmpant&quot; Opaque 12131 t= Yes Yes Yes WA Composite Edge Fiberglass Dow bie Door with or without Sidelte; (InavAnvoutswing; XX or OXXO configurations) 4 d, Tharme-Tru Fib ir-Classic and Smooth -Star Nominal e1039;08quctlmp2d&quot Opaque 12r3lf2022 Yes Yes Yea WA Composite Edge Fiberglass Single Door Onsvirtg/Outswing- X configuration) 5 e. Therms-Tru Fiber -Classic and S-0,Sbar Nominal 8&e340 Squatlmpact&quill Opaque /21312022 Yes Yea Yes WA Composite Edge Fiberglass Single Doorwith Sdelite(s) anorwingloutewing: X0, OX or OXO configurations) 6 f. Therma-Tru Flber.Classic and Smooth -Star Nominal 8&e39;0 &quotimpact&quot Opaque 12/3172022 Yes Yes Yea WA Composite Edge Fiberglass Double Door with or without Sidelites (Irlewin91Oulsving; XX or OXXO configurations) 7 g. Thermo-Tru Fber-Clossle and SmDooliStar Nominal 6&#39;8&quotlmpecMquot Glued IV31J2Oi2 Yes Yes Yes WA Composite Edge Fiberglass Single Door (InswirplOutawing; )(wnfiguration) 8 In, Themna-Tru Fiber -Classic and Srrrooth-Star Nominal 8&#39;8 Squat. Impart&quot, Glazed IW1r= Yea Yes Yes WA Composite Edge Fiberglass Single Door with Sde4te(s) OriewingtOutew rig; XO. OX or OXO donfig urabons) 9 i. Therms-Tru Fiber -Classic and Smcoth-Star Nominal S&#39:S &quoHnipact&quot, Glazed 12J312022 Yes Yes Yes N1A Composite Edge Fiberglass Oou ble Door Wtim or without Sidelles, (trewfng/OursMng; XX or OXXO configurations) t0 ). Therma-Tru Fiber -Classic and Smaoth-Star Nominal S&OS9;0 &quoLlmpact&qud[ Glazed 12G1I= Yes Yes Yea WA Composite Edge Fiberglass Single Door (InsWng/Outsvring; X configuration) 11 K. Thermo-Tru Fiber -Classic and Smooth -SW, Nominal 89403B4O &quatlmpacMquot Glued / 2r31 r2022 Yes Yes Yes WA Composite Edge Fiberglass Single Door NAth Sidelta(s) (Insw4nglOutswing: )(O, OX or OXO configurations) 12 I, Themes-Tru Fiber -Classic and Smooth-%ou Nominal 8&#31?0 &quatImpadt&quot Glazed 12J31/= Yes Yes Yes WA Composite Edge Fiberglass Double Door with or without Sdelites (InewinglOutawirg; )Xor OXXO configurations) 13 m. Theme-Tru Fiber -Classic anti Smooth -Star Nominal 6&MB &quotlmpact&quot Opaque I V31 f= Yes Yes Yes WA Composite Edge Fiberglass Single Door with &quol;Non,InpectSquot Sideiha(s) (inpoirg/Outswing; XO, OX or OXO wnfgurations) 14 n. Therma-Tru Fiber-Clesse and Smooth -Star Nominal 881f39;8 Squetlmpact&quot Opaque 12f312O22 Yes Yes Yes WA Composite Edge Fiberglass Double Door YAth &quottJort-IrfpaoMquot: Sidelite o (Inssing/CutsW ng; OXXO configuratioN 15 o. Tterma-Tru Fiber-Clazsic and Smooth -Star Nominal 8&17 O SgwtAmpact&quot Opaque 12131r207Z Yes Yes Yes WA Composite Edge Fiberglass Single Door with &quot,Nore-Impact&quot; Sidelite(s) (InswirWOutswing; XO, OX or OXO configurations) 16 p. Therme-Tru Fiber.Classic and Smooth -Star Nominal 9&#39;0 &QUa;impad&quot Opaque 12J31 r= Yes Yes Yes WA Composite Edge Fiberglass Couple Door with &quotNol-Irrpad&quot; SWeines (Ina lng/Outsvlrg; OXXO configuration) 17 q. Therma-Tru Fiber -Classic and Srrxoth-Scar Nominal SINW;8&quaLNon-ImpactSiquot Opaque 12J31/3)'12 Yes Yea No WA Comppatte Edge Fiberglaas Single Door (InsanglOutawing; Xwnfgumtion) 18 r. Themra-Tru FiberClassic and Smooth -Star Nominal 8&#3018 Squat Non-Impact&qua; Opaque 12/312022 Yes Yes No WA Composite Edge Fiberglass Single Door with Sidelta(s) (Irawingtoutsw/ng; XO, OX a OXO configurations) 19 s. ThrmaJw Fiber -Classic and Smooth -Star Nominal6&#W;S Squot;Non-Impad&quoL Opaque 12/312022 Yes Yes No WA Composite Edge Fiberglass Double Door with or without Stlemes (IrawinglOutsvAng, XX or OXXO configurations) 20 t. Therma-Tru Fiber -Classic and Smooth -Star Nominal6&#390 6wo0on-ImpooMquot Opaque 12J31/2022 Yes Yes No WA Composite Edge Fiberglass Single Door OnswinyWtsvnns; X confguation) 21 u. Therma-Tru Rber-Classic and Smooth -Star Nominal 8&A38D &quotNon-Impao1&qua; Opaque 121312022 Yes Yea No WA Composite Edge Fiberglass Single Door with Sdeitele) (Inwin rig; XO, OX or OXO conflouratrana) 22 v. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&09;0&quoLNon lmpad&quot, Opaque 12131=2 Yes Yes No NIA Composite Edge Fiberglass Double Door Wth or without sidelitaa Onsvling/OuWwing: )x w OXXO configurations) 23 w Therme-Tru Fiber -Classic and Smooth -Star Nominal 8&H39;8 &quaLNm- IrrryacAquot, Glazed 12J312CYd2 Yes Yes No WA Composite Edge Fiberglass Single Door (Insdrg/Outswelg; X configuration) 24 x. Them i-Tru Fiber -Classic and Smooth -Star Nominal S8o#', A &quatNon-Impact&quoL Glazed 12/3112022 Yes Yes No WA Composite Edge Fl barglasa Single Door with Sdelto(s) OnsW ngtOutswing; XO. OX or OXO configurations) 25 y. Themm-Tru Fiber -Classic and Smooth -Star Nominal 8&039;8 &quatNon-Impad&quot Glazed 12131/2022 Yes Yes No WA Composite Edge Fberglsss Double Door Wth or without Sldeltte6 (Iminving/Oubweing; XX a OXXO configurations) 26 z. Themra jm Fiber-Clasalc and Smooth -Star Nominal 9&039;0&quot,Non- Impad&quot; Glazed 12ni=22 Yes Yes No WA Composite Edge Fiberglass Single Door (I nswirgAJutawig; Xca"igurabon) 27 za. Thermo-Tru Fiber-Classk and Smooth -Star Nominal S8iR o&quothlonr lmpad&quol; Glared 12131f2022 Yes Yes No N/A Composite Edge Rbarglass Single Door with Sidelite(s) OnswnglOuts ng; XO, OXa OXO configurations) 28 zb. Thertna-Tru Fiber -Clams and Smooth -Star Nominal 8&#39;0 &quotNon-Impad&quot Glazed 1213112022 Yes Yes No NIA Composite Edge Fiberglass Double Door with or without Sidelitas (Inswing/Outimmg; XXa OXXO w0gurapons) Ss9a Z Rewelan 2020 MI Wido es and Doors Coa gay: Exterior Doors "Category: aiding EXW W Door Aesmmbtes Compliance Notho(t Evaluation Repot tom a Flodda Registered And next w a Uvemied Florida FL!'154S449-0roducb Professional EnSi1ar ace / hoduct Model. taanOr six IMme 1 SERIES 420ALUMINUM SGD 2 SERIE5420ALUMINUMSGO 3 SERIES 420 ALUMINUM SGO REINFORCED 4 SERIES 420ALUMINUM$Go REINFORCED 5 SERIES 420ALUMINUM SGO REINFORCED ]yg version Mtimdu mrr Revision 2D20 Wayne.Dalon,a division ofOmheed Door Corporation Catapry: Extedur Doors eroCrapOry: Saadonai El[trbr Dow Aeaemhliea Carpllanee Method: Evaluation Repot from a Holds RegieWrsdArchited or a Umsed Florida ProokiUs Professional Engineer sea a Rodxt Modes laanbr or Mama 3 8000181DOM200e1105 10 $000/411"101 F1123 11 800016100620D#1124 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 2 5 2D21 entera Rot 2= Doe ftmeno Do conixiM SmarmrA, Liens, Vaadated IN Validated i$efttd � FBC AmrovS 9YG SIM ating, rn8Steve Ws Roeeno L9 n A Urith. PE 10e812020 101OW020 10J192020 12J1Y0 1520 Approved (717)365-3300 PE- M14 (,71T)317-8454 bsaing.,girr vd.com ProorNt Darzibtlon SERIES 420 ALUMINUM SGD OXO 0tralsir Asouranc4 rw_._w_.;_ s r„_ntr_nm_ Dra 12/312024 A®rovedfr Use in HVHZ No AppoYad for Use pull&& MVNz Yea ILpaeo EtiUlaat No poslan b9.41rgCt WA 1453/4&quot:XW&qud: NON -REINFORCED SERIES 420 ALUMINUM $Go OX XO. XX 12r312024 No Yea No WA 9611,gidxa0&quot NON -REINFORCED SERIES420ALUMINVMSGDREINFORCEDDXO 1213112024 No Yes No MIA 145-314&qudXOMqud; SERIES 420 ALUMINUM SGD REINFORCED OX 12/312024 No Yes No WA XO. XX 9%quax96&qud; SERIES 420ALUMINUMSOD REINFORCED XXX 12/31/2024 No Yes No WA 143&qud:c95adaot Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 d 2 1AAMI - - Fla ilia [hits .P-d D )Sea _ Sachs) Bppater d Ucrma Vaaldaed ev Vailde ed Submitted m FBC ArowgIy& l Approved Curp. Karrish Jahn E, S.M. Jeeray P. Am.-, P-E. i D1122020 052a2020 50232020 12M512020 Approved (330)763.8121 PE-51737 (904) 821-5200 dl(pnish@wayne-datim c Orn ra,ronce Product Dmilislon Conrad 6mlratlon Dee Aruand for Uu Amrvvae for the dda In 14VHZ ontMVMZ boa IOW Resistant $t9Utt. i M. MAW Mo. akith 14039, Mheight. Glaring 17/312023 rib Yes Yee T 00F35.DO aysilablo In top or ndennedlda section. 16&M. Max width. 14&ila. Max heght. Gluing 12/3172023 No Y4s Yee •30,00/-33.50 awllable In top or Int>mxdialo section. I(IMS: Max wldh. 14MS, MaX height. Glazing 12CIOD23 No Yes Yes •34.40/-38.30 "We In top or Intermediate section. Florida Department of Business & Professional Regulation FIJI,1 oil Bolding Codas and Standards I&M, Product Approval Application Detail .Q9A III or mm Y,,I- )rim Cartoon Endnera Lkrlee R.A_ 2020 CrnesavKcn.IAADG. Inc. Tom Relay UL LLC category.Extent DWI (641 r 434-2813 8.1,Cateti ExtenorDor Canponerle Ian.rNteytgeeaeenlq.co Cor pllance Method: Cwft&Vw MGM or LeWg m F1A11837AaR'atluets Ani Produc[Madml.Nunhrr Wma Product3. 1 .1, 707 727 747. 757. 777. end 841 Single end Peae off Flush. Gtesatl, and Louvered shgle and Pain of Dcars race, metal doors. 20 Ffia Cat Foram to Vaeideeed fir X111111" awimma feu allma A.-Idid a 41 Troy Bishop. P.E. 12M(112020 12J012020 1221/2020 Approved f954) 947-0880 Quality Assurance Awrovedfor Use Approved for Use Impact Dini'larl 121S120M Yes Yes Yes WA .ems N W 10 .6-0 W L W � Q O 2 .CM U ca O cu O C O 3_ 0 CU O ca U_ O .� Cn -a ^ W cu E o +� � o Q Q -0 .= C6 Q V iz ,4 1 l '4 O ti 9 W c nor>N w ��a r0 O 't3 N L O O rU N Y CL E C � 3 � 3 �- ap sip .a �d N t1 O C � O d c.p Q CD E 4­0 Z to CIO L_ CL O Q L j O L_ CL -4-aaaa L) CIO m H O Lan CIO r-1J Q W z J z Q J a - SHEET NO. PA 1.0� FIT 'ter! Florida Department of Business & Professional Regulation Paget r 9 Florida Department of Business & Professional Regulation Page 1 oft Florida Department of Business & Professional Regulation page i d1 Flonda Dope rtmeri of Business & Professional Regulation Pass 1 of2 Building Codes and Standards f2sr2Dzz Building Codes and Standards 16=1 Building Codes and Standards 161=1 Building Codas and Standards Product Approval Application Detall Product Approval Application Detgll Product Approval Application Detail Product Approval Application Detail Cotle Emfty Or 29it 29t Deb Pending 210 status w 2:a .fie )low Pm s- 20 Sr•'Q6r � � an Datt'lefficilm A g� Entity a Do A" one PMterw geuy 7�g versionManuracturer cante0. FJralntsr&License Validated By Validated Submitted FBC Aoprovel Approved tus M111 Walsh Manufacturer contact brabw a Ucenee Validated av yAt(W &Anmrtd FaC AWFOVd ApproVed gum mm yisa- Man(jgture[ iAnti6 EnanarA urana yyla�g,$( yy�lWondered IAQAO&Mmt A-anoid men � version Endrrva a Aso Vaeeaad av V Ndg d Subeektiod F&C Aaormw A,,,,,d Rmision 202D Therm-Tru Corporation Stave Jasperson Lyndon F Schmidt P. E Ryan J. King; P.E. 10)07FMI 09/18/2021 1011372021 12/152021 Approved PGT Ind+Who, Jens Rmoenald faent-Oede 9000- CER Mi ml-Osd. SCCO- VAL I1M/2D20 11,05120X1 11A lrA20 Approved Revision 2020 MI Wlndovn and Doors Brent8hrnger American Archeedural Steven M union, PE 10r08P1020 1W06=0 1on8/m20 Approved ' 2020 MI Wnntlars find Doors &dart 9terlper nmenan achsadunl Steven M. tticn, PE 1 tl17fJ02o t 1f12f1020 11R8Q020 Appruad CategOty: anterior Doors (8K 843-7620 PE43400 (813) 787-6%6 AMmatlon 2D20 Contrary: Ain drws ($41)489-0100 (7116)315-25w Category: Windows 1717085.3300 Manuhcturrs Assobisem (717)31T-M4 Ceragory: Window t7171365-3300 Msnulacluren Associates (71T)317.M54 Subcategory BWlrnging Exterior Door Assemblies sjespersonothormaltu.rA swcan Wrr. angle Hung Irpeoenski@pgUnduNdae.p aubCMopene Horlzontai SItler bnamgergmlxM.can "Cate(pM• raise bIlsingergmkrd.com Compliance Matllod: Evaluation Rewtlrbm a on Florida Registered Architect or Uceread Florida compnatn. Method: CrUfmbon WMn a Us6ng WCompliance Mrhod: CrbModon Mark a Hsiang Compliance Mempd: C:erb8cid. Mad or Lislitg ProfeseblProfessionalng P+A'r$l.1 aPFee,�a+e PL•1SM"IARadwdl ?LgAG 4;t7 Prod"* Azenreidleathe Amtoveaforusa lmgsel 1K%L filift Assurance Approved for Use Approved for Use Imgsu Docks 9MNWLAUUM= houl2ndl2LIIft haLmadiaLum bwA 229M 2WgLAssurann Ancrovedfor Use Aoprovadfbruae Jill= Desigd aw+ Rodpct NorNL Nurorr Name $ Crxract mmlrMlm Oeta e)-ti.)�I outsidei> j jat9Aii oubaft Hylit Rocktati prossours seoa Product Mont, Number or Name Product DeraaWon Contact EgDkOal Data IBHIRIE outswmm iS41M2W PInuisuO. $- s Product Model, Numberor Name Product Description Contract Expiration Date In HVKZ Outside HVHZ Resistant Pressure 2 SHOW iLarge rMsse Wpaa) V" single Hung VI 07 30=5 arcs Yes Yes NIA H8188 Fln endFleng. Frame 73.621nsuhled dean 02/18=24 No Yea No .55F55 1 185 PW ?3. 72Insulated Was. 04103no23 No Yes No .6Q'-80 1 a Thcmne-Tru Fiber-Closmo and Smooth -Star Nominal S&#36:S 8quothlon-Impad&quot: Opaque 12/3112022 No Yes No WA Composite Edge Fiberglass Single Door (In nvirglOubooing: X configuration) 2 b. Themm-Tru Fiber-Cosak: and Smooth -fir Nominal 4&t1 ;a &quotNon-Impadaquot Opaque 12/31/'2022 No Yes No WA Composite Edge Fiberglass Singe Door with S dolib (s) OnavMglOutswlhg; XO, OX or OXO configurstiona) 3 eTherms-Tru F rer•Clssto and SmoothZibir Nominal 68039;6 aquotNon-Impaa&quot Opaque 12f31l2022 No Yes No WA Fiberglass Composite Edge Double Door with a without Sidelines (Irnsvingl0utevong; )(or CXXO configurations) 4 d. Themwa Tru Fiber-Clessic and Smooth -Star Nominal 76if99;08qud;Non-Inpadaquct Opaque 12131/2= No Yes No WA Composite Edge Fiberglass Single Door (InsWrgfOutwMng; X configuration) 5 a Therma-Tru Fiber-Clanic and Smooth -Star Nominal 76#391.0 aquot Non-Impact&quot Opaque 12/31/2022 No Yes No WA Composite Edge Fiberglass Single Door with Sidelite(s) (Inswing/ousewinp; XO, OX ar CXO configurations) No N7A Florlds Department of Business & Professional Regulation Pa a9 P.gsf orl ForWa Department of Business & Proftesalonal Regulation 9U P 1 d1 '@e Florida Department of Business & Professlonal Regulation � Pas' / d1 8 f. Themla-Tru Flba-CMssb M10 groom -Star Bede) Nominal Ba#39:O aquotNon-Impapt6quot ()pique 1218112022 Composite Edge Fiberglass Single Door No Yes Building Codes and Standards 16=1 Biking Codes and Standards Ipy.411 Building Codes and Standards 16=1 OrmWing10ugmig; X asntiguration) 7 g. Thanro-Tru Fiber -Classic and Smooth -Star Nominal S&#N;0 aquokrdoo-(mpsdkI Opaque 12131J2022 No Yes No NIA Product Approval ApplicationDetail Product Approval Application Detail Product Approval Application Detail Composite Edge Fiberglass Single Door visits Sdelse(s) QnaWing/Outoomg: XO, OX or OXO configurations) 8 h. Therma-Tru Fiber -Classic and Srmoth-Star Nomnal Opaque 12)31J2(y22 No Yes No WA Composites Edge Flbargllass Double Door with or 1Enaw or gm 29A 1 20 290 Ed&-4L Geis am Oat am 1M Entity w 1211 Bala Data Percent, g� Wmout Skallees(Inswing/Outa.?img; XX of OXXO ng V"- Manufacturer Eked EndwmAlis,w Validated gar Validated >Submitted FOC Amrorai Asesom Awa jyga Yedm Manufacturer EndmarALkmee Vadlddzdav Validated Attu FOC Acororel AggeJad $IMILL ]yg venetian Manufacturer cooled Shallow &License Validated Sir yyidated Submitted PSC Approval Age 1 9 LTherma-Tru Fibes,Claeaic and Smooth -Star configurations) Nominal S&#39;88quotNon-Impad&quot Glazed 121312022 No Yes No NIA A4fimglw 2D20 PGTlndualfts Jan. Reopened Laon*CadeeCCD-CER AArd-Dade SCCO-VAL IIiOVD20 1145d2020 1111V2020 Approved Revision 2020 MI VAndauvs and Doors &eat atrrgr Luis RLama.. PE Steven M. Woo. PE 1000OM20 IM602020 10AP2020 12/1&Z20 Approved ARMnation 2D20 POT Industries Jms R-* M.r*D.de 9CC0-CER Mbnd-Dade SCCD-VAL Ii/M 020 11r052020 1IMV2020 Approved Composite Edge Fiberglass Single Door cWa(pry:"od- (941)486-0100 (786)315-25N Carogay: Wind- (717)365.3300 PE62S14 (717)317.8454 C*02W. Wrodoun (941)486.0100 (786)315-2%0 (Insw(ng/Gutawina X configuration) edsCatagoty Flared Ir,simelogipgarWuadinsc &wcategorr Muams beidngi ellimied.com aultcalegery: Mullons hosoeraki®pgbndusmeac 10 1 Therma-Tru Poor -Classic and Smooth-3ar Nominal 5&#N;8 &quot;Non-ImpadBgUat Glazed IMI2022 his) Yes No NfA CompHr Mamod: Carnfaseon Mad or Ling off, Ceopliatice MNnot EIraluaacn Report tam a Compliers Madead: Cereleaepn Man or Listing ora Composite Edge Fiberglass Single Door opt Flodda Registered Architect or. Ucanaed Florida S(delse(s) (InsWng/CutWng; XO, OX or OXO FIffi43#24 Prodsscts Professional Engi w PLAeaf4tl3.p7odrtts configurations) gratYV Assr- ArarovadfarM Atoroved it fls, Its Arvavedf Dae Apprpvad for Use raised 92" 11 1 Therms-Tru Fber-CFasac and SYn a"tar Nominal 8&#39:8&quotNon4mpac*uot; Glazed 1213112022 No Yes No NIA Yodel. Nratbr Msms prooductDoseriodoin Canard Excirdion Date In HVfiZ outelda HVHZ R.W.Wd P-,. lit YtlE Ens Product Yodel Nrmbr a /lame 13 gD Corded Omlralion Date ' In HVHZ tLSLrtr HYHZ R#dKalt pen*� Composite Edge Fiberglass Double Door Wdh or $esi Produce or A,,,,d for use AmrovW fa use tuna new- Wiliout Sidelroea (In&YfnWOufewing,. XX or OXXO 5 PW-5520 (Large Mleslk Impact) VirM Fbx.d W/ndoe 041WM25 Yes Yes Yea NIA dMtM NumbrafYma outside MVKZ Resistant � 1 Muaaro WAR Doors aro Wlndoi s Aluminum WLaons 05/26rms Yes Yee Yes WA 12 LTherma-Tru Fiber -Classic and Smooth -Star oonfigundone) Znrul7&#39;0&quotNoMmpactll& ;Glazed 12Y3tf2022 No Yea No NIA AMA ft Product Vertical ADeocri�m Moulton /2ri1Rt124 � W Composite Edge Fiberglass Single Door QnsWinglOutswirg; X configuration) 13 m. Therms-Tru Fiba-Classlc end Smooth-&. r Nominal 7&#39;0&quckNon-Impect&quet Glazed 121311= No Yea No NIA Composite Edge Fiberglass Single Door with 5ldelse(s) OnswkgtOutowng; XO, OXa OXO configurations) 14 n Themm-Tru Flue -Classic ant fumom-Star Nominal 68#39;0 &quotNon-Impad&quot Glazed 12j312022 No Yes No NIA Composite Edge Flbergasc Single Door proswnyOutsWhg; X configuration) 15 o. Theme-Tru Fiber-Classb and. Smooth -Star Nominal 8&039:0&quotNon-Impad&quot Glazed 1273lre= No Yes Ni) NIA Composite Edge FibenglaosSingle Doorvim Sidelte(a) (nsW nWOutawing: )(O, OX or OXO Florida Department of Business & Professional Regulation Pop I oft Florida Department of Business & Professional Regulation P.w 2.12 Fbnda Department of Business & Professional Regulation Page 1.( 2 15 p. Them is, r. Flba•Claesk and Smooth•Stor configurations) nominal 5&#39;0&quotNon-Impad&quct Glazed 12f31f2022 No Yes No WA Building Codes and Standards 14=1 Building Codes and Standards 1ua'"�1 Building Codes and Standards 105=1 Composite Edge Fiberglass Double Door v+an or Without Sdelites OnswimgfOutawing; X(Or OXXO Product Approval Application Detail Product Approval Ap plicidlon Detail Product Approval Application Detail 17 q. Therme-Tru Filer -Classic and Smooth -Stair mnlourations) N mho 6&#39:BaquotNon-Impad&quot,, Opaque 121312022 No Yes No NIA Composite Edge Flbarglam Single Door with Tmneom (lnsW nggkxswing; O1X mrrfguration) 10 L Themha-Tru Fiber-Ctafeic and Snoop -Star Nominal e4#39;8&quothion•Impad&quot Opaque 121312022 No Yes No NIA try. r 21k gal Data Do SSdE CrAW.ffi $a $! pmpmdrko 219 QM Sam yW 20 yo„Pandigg 2im Compmiha Edge Filb rgleas Single Dig. -Ala Y itB EndmrA Orstse yeattated arValidated aubrnftM FBCAce rovat Accounted aaLahn 7YgL YaOlg6 Shc&ard :{tl10:ffiAiC YYIilw likesnoRtAd FEC Aterarat Aeoneved team Stet Voodoo Manufsplurr LCe vareated x Y3LIbm FaC Amrovi Appgved t72m Sidelite(e)and Transom(Inivvir.V0.tsyslrtg. O/XO, Revision 2020 James Hardie Building Prode cts. ins, Chad DwAs V. Andrew Tan John 9oupreoi P,E. 0145'2021 12M 4f2020 01JOW021 dog FBC A(pn Revision 2020 Mooe Nick L don F.edhmks,P.E. Ryan J. King, P.E.02nd2021 Thompson yn par 02/15=21 02=021 W1312021 Approved Revision 2020 GAF Mitlieel (Roan Rabid Neminen Donn W. Kn¢ewcfi. PE D92sf2D29 O@Ptl2020 10422020 12JI.ca'2920 Approved 19 aTherma-Tru F brClassic and Smooth -Star O/0X or O10X0 configurations) Nominal 6WM;8&quot Nan-Impad8quot Opaque 12WJ2022 No Yes No WA Carapary: Panel Wails, (909)545.-8359 PE-81062 (352)387-2WO Category: Panel Wen (330)SM-2389 PC-43409 (813)76?-B5S5 Category: Roofing (409)706-3411 PE511166 (054)772-6224 Composite Edge Door with abcatance Siding O.d.d see hard teaa@d SACahg.ry:So6aa nmrnpaal lad..corn D° SubCategory:Asphalt Writrs mern@eaf."m gip tasa;XO' Sldelrk{ra Qnawingi0utawing; XO, OX a OXO Compliance MemOd Evaluation Report tan a ..cam earpnasesMamod: Evaluation Report ft.. Crrpriatpe Memotl: Evruatlm Report from a Continuous Head end Sill configurations) Florida R.gstered*&Red ors U-sood FTaba Florida RPgisteiedArchitect . a Licensed Flodd. cards Registered Architect or a Llcrlsed Florida 20 t Thtmla-Tru F ber•Gassle and Smooth-Sh r Nominal 13801 &cluoSNon.Impad&quot. Opaque 12J31/2022 No Yes No NIA Proranlonai Engineer Professional Engineer Professional Engines Composite Edge Fiberglass Sitpple Door W th Sidelba(s) Qnsw(nglOdswirg; XO, OX a OXO FLLMSIszmpfbduAs Continuous )lead and Sill configurations) QualltyAryourancei Aaprokvd for Use Aporoyed for Use IMDaZ codw Atsormd for Use Asoravad for use Wieser 22dm OuaIlN Asata•nn AMN&M fa use Awrovee for Ws jam• � 21 u. TheinneTru Fiber•Classlc and Smooh-Star Nornkni 6&#39,8 agtict Non•Impad&quot Glazed 12f3lr= No Yes No WA ills Product Modal. Munbr-rams Contract omeMlm Data ouNkr N1fii2duct In 1I R4swwd Pressure a_ga 0 Product MoWI olu nbror N.R./Yrm Produce Deudptlat Cahad lbrine lmeat , k1 HVNZ outside HVNZ Resistant P_. $Zit@ Mods Nsrb, a Nser Cttwd • •ratlrn D.ta tll l� $ .tali t P�aNQ Composite Edge Fiberglass Single Doi vvth S dem.(na Qnswngl0utswrg; XO, OX a OXO 1 Comports Lap Siding iber-mant iep sidrg 12012023 Yes Yea MIA WA 1 is, aqua2T&gt10t 80at Venter solid V" Bala 12131/1023 NO Yea No WA 1 GAF Asphan Boor Shinglas Foargsssn xtrced 3+eb, irrupt d. Stsb sop 12/1a2022 No Yes NfA WA Continuous Head and Sit configurations) 2 HrdePhnt Lap Siding lion -cement IeD aking 12751/2023 Y. Yes NIA WA 2 to &qud'POance T4agbd; Sort Vent -Solid Varyi $r/R 12/31r2023 No Ye. No WA nipaidge esphea snrpbe 22 v. Themm-Tru Fber-Classic and Smooth -Star Nominal 86ds39:08qud;Non-Irtpad&quot Glazed 12/31/2022 No Yes No WA 3 c.&quoLGrembrlar vintage BeededliSU: Sofa Vent or add v1sy4 Sofa IV312023 No Yes No WA Composite Edge Fiberglass Single Door with 4 d Aqud:051tqurt Scott Vent -Solid VWMSaa 12AIM23 No Yes he WA Si elites) Qn vilnWittitMrg; XO, OX a OXO 5 a &q-.t Chrlar CakAquct saw" Vent -Sol: V" Sofa 12131QO23 No Yes No NIA Continuous PAW and Sill configurations) 6 f. &qud;SLp, 8piosi ; aced Vntor Sell d Vent Seat I W 2023 No Yee No WA 23 w. Thama-Tru FlberClatmb and Smooth -Star Nomina166#I 6quotNon-Inpad&quot Opaque 1213112022 No Yes No WA Composite Edge Fiberglass Door Panels Wimp Vented SiCdiI Qnsainoloulawig; XK XXX or XXXX 24 x ThemnI Filer -Classic and Smoah•Star Nominal S&I 9cuctr4on-I t2131l2022 No Yes I+lo WA Composite Edge Fiberglass D0000rP&ongele� Vented Sddelite(s) OnswingtOutewig; )OC XXX or XXXX oonfguntions) 25 y. Thermo-Tru Fiber-Clastibantl Srnopin-Star Nemin.168a39;88qud;Non•Impad&quct Glezetl 72131/2022 No Yes No MIA Composite Edge Fiberglass Door Panels with Vented scieixe(a) OnswtnglOurerrag; )C , XXXor X)00( Florkfa Department of Business & Professional Regulation P.se 1 ert Foride Department of Business & Professional Regulation Page t aft Florida Department of Business & Professional Regulation Page t all emfigurations) Building Cases and Standards 100=1 Building Codes and Standards a21 Building Codes and Standards 102021 28 a. Theme-Tru Fbr-Classic and Smooth -Star Nominal8&#A:O 11,quitNon-Impgbt6quot Glazed 12/3112022 No Yes No WA Composite Edge Fiberglass Door Panels vim Vented simlts(s) Onsw riwoursvnng; XX XXXor XXXX Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail configurations) 27 za. Thermo-Tru Fiber-aassicand S..oedrStar Nominal t7&VA,86quotNon-Impact&quoC Glazed 12/31/2022 No Yes No WA Composite Edge Fiberglass Single Doorwih 36dRFJ0 Sidelte(s) QnsvindOubwirg; XO. OX a OXO 2291 Entity or 21it awl tb{e.Pence- kb £Qg lmtr or I& Brie Date FMndria JIM csk En t.or m BY! Bla Die Pandn to 28 zb. Thrma-Tru Fiber-Claslo and Smooth -Star configurations) NominaI BUW;5&quotNon-Impad&quot Glazed 12J31/2022 No Yes No WA mm Version litioufactimar canted Endm,AUcessa Yam( Validated S o FBC Asnevat Agg@iged a" I= V,,I- kwwdad.k y,dkmm twkm d9i FSC Amr,,W Apt tad Etaan 1_yp_s verajoin Manufacturer catod tetmtwAUeawa Validated ar valldisto 816.1td F&C Approval rMoov.d Status Composite Edge Fiberglass Double Door %Am Revision, 2020 TAMKO guiding Products LLC Krd Eden Repot NWNw Jan W. KAseavidn, PE iGOV2020 0W2W2D20 10n22020 12M50020 Approved Revision 2020 L.V. Thompson, Inc. dbe Thompson Architectural Tony Christman Zachary R. Priest Steven M (Ala, PE oam 7=20 0911a12om 09r22020 12/15=20 Approved %%AsiW 2020 Floods Motel Products Inc. Clerk Jones James L. Sister. P.F Steven M. Unri. PE 091212020 09252020 10442020 12A62020 Approved 3WO."deitee (Inaw)rtprOutawln9; 0X0(0 Category: Roofing (417)624-0844 PE-59168 f954)772.6224 McWS Company ITAMC 01 4611248-3456 F&74021 (71T)317-8454 Caegery. Reading (904)7834400 C611CKEndneerng 1717)317.8454 configuration) Lion) WA SubCstagary: urd,IPAmnts krn edrl�amao.ppm Category: Rooang tmyQgmertcoing. n 6tbC.t 2.,y-. Roofng Actaesrnes that edam danQjtrrfco.mm PE-31b2 29 so. Therrr,a-Tru Fiber -Classic and Smooth•&ar Nominal BgaK*Non-ImpadSiquot Glazed 1213112022 No Yes his compliance Report tom ri gi Memoor Ev that are en &bCMeOot o Rcofng Accing +mega con pima Rodlng aymem Composite Edge Fiberglas Single Door wNi 3&#39,0 Sdelits(s) Qnawingl0uloWng; XO, OXa OXO led o, a. Flafda Registered Archltxf -a Licensed Florida Systee Integral Portofino Rcofing ation Report from a ComplFloods Mebd;adN con Urdtldm}J 1X8180X0&quotNon-impact8quet iamolE P� aaionat Enghar R Compliance Mahon Evaluation Ragan tome Flodda Registered Architect U-sed Florida Rogl IrKedEvaluationa Florida ReglreredMdlaect a a Uana.d Flodae Prolesslmr Engines 30 rill. Therms-Tru Fiber -Classic and Smooth -Star NO Glazed 12J31r2022 No Yes No NIA ora Composite Edge Fiberglass Double Door with Professional er P: a 384139;0 Skielltes (InswnglOutswing; OXXO trfa AArowala us. Impact configuration) gyg� 1, ,QualkwAsureme Anroved for Iiaa Aabrovedfor Lee 31 za. Traym -Tru Fiber-Closatc and Smooth-Ster Nominal 7&43%()SquotlMon-Impacffiquct Shelter 12alrA 2 No Yes No NIA jza Product Me". Heats, -Noma Product Dissertation HVHZ .I1M Resistant 1'J73Wp, &Wtw Assuraricat AaerovFdfor Use Merowd for Use ow pgft Affig RomryMmss-aA.rmrraism. Destination In HYNZ outside HVHZ RAhdat Series Composite Edge Glazed Fiberglass Single 1 TAMKO Rod Underlayments (HVHZ) Real undansWents far use in FeC HVHZ OSM12M Yes No N/A N/A awl pip in KVlli $ledde hnflm ALA pre -no 3 3- FLAA4C0 &quot:RV lO ON VeM&q.d: ANmetim Ridge b phMed roab fabricated 1213 Yee WAS Door Yeth or vvimout 19#30:2 Sidelts(s) jiriadworts. 1 TAIACO Flax Top 01WPodpe Vent I Beae tar Tic 2e ga. tape roolvontlelor welt bade 09062026 Yes Yes NIA WA from 0 W' Aluminum prmwingrOumwitg; K OX. XO or OXO configurations) 2 TAMKO Rod UntleHoymont9 (NOH-fiYHZ) Rmfuncladayments fen use In F9C n--HVMZ OWA)2023 No Yn NIA WA 2 TAMCO Gomenook Vent 26 gL oel Kos No Yes N/A .0"52k jvlsdctlons. 3 TAMCO Oa=Ridge Rod Vent with Bede 26 on.. static roofvrmlata with integrated battle 0900MG26 Yes Yes NA NIA 4 TAMCO Round Top OfFRWpe Vent vlth Battle for Tie 26 go.state rodvmtlat- with bane 091MO26 Yes Yes NIA N/A Florida Department of Business & Professional Regulation P.M.1 oft Florida Department of BLlainess & Professional Regulation Pag.1 are Florida Department of Business & Professional Regulation Pags 1 d 1 Florida Department of Business and Professional Regulation Building Codes and Standards r2a2, Building Codes and Standards lrrml Building Codes and Standards 12520Z2 Building Codes and Standards 3/15/2022 Product Approval Application Detail Product Approval Application Detail Product Approval r4pplkation Detail Product Approval Application Detail SAg! Mim Version Manufacturer correct Encireartlujoistas VatldatM ar late Do Data PMsdpp Bea V sy LW&Uz Assessed Qmk ]j{gt Version f'oDStf8Fo1G4 luk%g[ cort aS Ettamw A Ue,ra. Validated ar dolt Bit Validated s1ai�Mi net. Panel- FBC Approval 299 C046 jjgp version Manufactu Entlh ?r g40tact Ernimar & License Validated By Do* Oar Date Pension Daft u FBC Approval Apptgyed FLp6259-R31 Revision 2020 Lemanw Kearns Jolley Jame L Sudan., P.E. Eleven M. Urlch. PE I in=020 I IWM20 11292020 ding FBC Appr Revision 2D20 Baal Roofing Aodrsan Robin dAPW Unit- EVau.b. cry W. Walker 1141 1110212020 11OW2020 Approved Revision 2020 Global Protection Products, LLC. Tim Robinson Walter A. Tfft Jr., P.E. John W. Knemvleh, PE 091081221021 U9N82020 10t0112l= 121152020 Approved Oft Entity or PAg 20 20 )= Statue category: Reeling (501)D83.6163 PE-31242 (717) 317-6454 Category: Roche (s01) 380.6091 Services I.I.C. (205) 854-0160 Category: Shutters (964) 0754E PE-44167 (W) 772-8224 yy.2p. Version Manufacturer Contra Engineer & Validated BX Validated Submitted Pendin. ARuroved Approved SubCatry: spoRacing Accessories that we an IntegrolPanormeltootlngSydsm Qe ley@kvnr w.com SubCoagry: Floating Two RebinArdersan@boraLco on SubCatepary Strom Panels M01I Evaluation Report from lim.robinson®grpentmor, - Revision 2020 POLYGLASS USA Maury,Alpertt License John 1QQW02010aW2020FBC 1211512020 corrplMhcoPeriod: EtruaionRgmMkama compliance Method! Evaluation Reporttrain a Product EenmdmEnMy compliance a Florida Registered Archtectoral-icensedFlorifa Category: Roofing S954233133OSrnalperl@polyglaw.com RobertNieminen Knez+evieh, PE BWYQ.Ydt Florida RegeteredArchtectoraItied Florida Professional Engineer Subcategory: PE-59166 (954) 772-6224 11/01/2020 Professional Engines FLA7Rtg.M2 Products FLMaD7$MProduc UndedaApproved y rnents 1 BEe1Mt for Use t1M raved for Use igEM! i�rnm CompltanceMethod: Compliance g Approved for Use ApaovMnoruse j pgi� AeaB 19 Pr.dutsu Modal-14tmtr a pacer Saxmy-anise. Slate,cmnbyare,Seat atlFsplirh jigs t i(ggg�ia Flat Roar-Denwa,co 123if2U20 pg,A)mt QgteiYritO7i No vas resonant ADrat NfA Wa a-* Product Model. Number denName Assurance ProeuctOeaeeletbn CormaetEgmiraaonRafe for use l� P resoj Aoe n H ter llta AD Duties In HVHZ OutslaaHVffZ Resistant Proasure Evaluation Report from Oka 19ptLtMal.LlaamrarN,n. ggductp]teggpggp iDKMZ ouhld,WMZ EasWagt ft- Thatch &aniImpact 1 20 Gage Gklvanized Stee18mrm Parahk4VHZ Corrugated Galvanized 9aeel Stone Panels retsned 1213112022 Yes Yes Yes N/A a Florida Registered 1 Dick-Airl DA-4 or TRI-&rib D.dk-Ar DA-4 Leo Prod.. Pdyyrwysise Plastic, Rod Vert 12/104025 No Yea fb .9751-97.5 17 Sonny SM - Side. Shake &amp; Sett Shake Flat Proar-Stecktm. CA 121312020 No Yet NIA WA or not by tracks to provide hurricane p�ction. Architect Or a Licensed Mechanically Attached to Pyeoad Desk` 18 Soun. NO - &ate, Shake Stoop; Solt Shake Flat Prom- Rialo, CA 17/31202g No Yes NIA WA 2 24 Gage Galvanized Seel Storm ParlefiNHVHZ Corrugated Galvanized Seel Storm Panels retained 12131YZOY2 No Yes Yes N/A 19 Saxony 700- Shake, Slate amp: $pelt Shake Fla Profile • Stockton, CA iV312020 No Yes N/A WA or not by tracks to provide hurricane Protection. Florida Professional 20 aexmyy700-snake,aae&amp;SpnShake FlatPrama•Risen'CA 12/31P2020 No Yee MfA WA Engineer 27 Te)as aaa ana /S ratma Mgt Praia- Katy, TX /2312020 No Yes NfA WA FL#62SM31 Products 25 We Los Prase - Katy. TX imirdo20 No Yes NIA WA gually AignamatakLum ImRO Dealers •sL# Product Me", Ntari er or Na11w Product Oesorlpaato� YSEL I�gII l� • 4utsl�dp 5_�.ttli Ba^dstdLY $vi8C4 1 Polyglass Roof Undeltaymerlts Rooting undedayments 10212022 No Yes WA +WAJ-422.5 1 Polyglass Roof UndedayreeMs (HVHZ) Polygle" roof underlalymerri for use in FBC 1212=M Yes NO WA WA HVHZ Jurisdictions. 2 Polyglass Roof Underkaymemts (non-HVHZ) Poyglass roof undentlymems, for use In 12123rd023 No Yes WA +WAI-022.5 FaCnon-HVHZ)udedkiom. Florida Department of Business Professional Regulation f>8 gPage P 1 oft Florida Department of Business & Professional Regulation ft. 1 .t1 Florida Depyanlmerll of Business 8 Professional Regulation pop Oil 1 Polyglass Roof Underlayments (HVHZ) P*glass roof underla(ymentsic4 use in FBC72/232023 Yes No WA WA Building Codes and Standards 1rn1ma2 Building Codes and Standards np62 Building Codes and Standards errr2D21 FNHZJu isdollow, 2 Polyglass Roof Unde"elts(non-HVHZ) Potyglass roof undrlairments, for use In 12/232023 No Yes WA +WA1-822.5 Product Approval Application Detall Product Approval Application Detail Product Approval Application Detail FBI non-HVHZ judadlbnan. 1 Polyglass Roof Undertayrnems (HVILIP Polyglass roof undtYlayments for use in F13O122212023 Yes No WA WA _ HVHZ jurisdictions. 2 Polyglass Roof UndertatXdrems (non-HVHZ) Polirglass roof underlayments, for use h 12/232023 No Yes WA +WA/-822.5 Entroi20 20 Data pantiiru 20 ram Apd(wtw jo 20 oNewnd ne ,tie QW i Bit! a! Pest FBC non-HVHZ jurisdictions, rvpe Version Manufacturer contact Et�t lnaer A, License Validated By Validated submitted FBC Approval Approved Status 3(25(gg mmumam 220= rikNnw AL+tertnValidated Sy VNddd subsofthel Fac Attrotii A-nd Air(p ]vat ylijigo Mamurcturr &90= Shadow & Ucaesia Validated Be kgwdw gun= F9C AmttrN gsonayag A(e& 1 Polyglass Roof Undallayments (HVHZ) Polyglass roof urdMgyments for use In FBC I=312023 Yes No WA WA Revision 2020 All American Shutters end Glass Mkk Barbieri Frank L. Bernardo, RE Troy Bishop, P.E 1012812020 10/1512020 1110fsr2020 12'15J2020 Approved Revision 2020 Allow Stuart L.wia ICC Ev.I.aBm Swigs, LLC WIN. M. Rmion. PE 1013irA20 152=() 111452020 11A5/2020 Apread Revbkm 2020 CWYrWcial Concrete PrOduclainc. Robert 0111. Samuel A Greenberg John Hoy 12new2o 12118r2020 12,2912020 dog FBC Appn HVHZ jurisdictions. Category: Shutters (561) 712-OU PE4)D46549 (954) 947.0850 category. Structural CrmpOnenls (321) 710-3377 (407)111 c9tappy. am" Compmans w:i) 85g-37n7 PE-34245 (352) 598E311 2 Polyglass Root Underiaymems (non-HVHZ) Polyglass roof underlayments, for use h 12A23r=i No yes WA +WAJ-822b SubCategory: Seen Panels mikolo&II merkanshume Subcategory: Tress Rates atesisgrepinctw.aom acbCMOgony: Products Introduced as a Ream of Pnaetgafor@y.hoo.mm FBC mm-HVHZ jurisdictions. Campllanee Method: Evaluation Report from a MCOM Canplaror Mem,b Evsluation Report tom a New Technology Florida Registered Architect or a Licensed Florida Product Evaluation Entity C:orrpllancs Maned: "instant Report ft. a Professional Engineer _ Flodde Regis(eredArchbot are Liaised Flodde Professional Engineer FJAJj:7aMvRalaletllt6ta Duad+ty A~- Approved for Use Approved for ens Impact Dam Pyy(rry.tl..reedrta Ousifty Aasuronce Approvadhorl/ss Aborovedlor Use Jmpect Danish 1111111 Product Yodel- Nunb.ror Memo Product Dssenodon Data in RW BSI$t&M Pressure Product Model, Must bar or Noma Product Dwriptim Contract Expiragon Data In HVHZ Outside HVHZ Resistant Prailaw 1 ITW 8C4/AII Higher Starelh W amp: 8) Metal Connector Piero 12/31202! Y. Yes NIA NIA >Caudilygy-, Atiorsincedforlive Amrovae r, Lisa broad Dooks, 1 249a Galvanized Steel Stoma Panel. 24go Galvanized Steel Storm Panels 12/312022 Yap Yes Yes WA 2 ITW BCO/AWne HII Plate Metal Connector Plate 17131/2024 Yes Yes NIA N/A Agga For MaML Nunbr, a memo FrodusitDoserititan Cw&wt EWmilm Ore In HVHZ GdNds HVHZ Redgat )sue, 3 ITW BCG/Apim TNI= Metal Connector Plate 12/312024 Yes Yes NtA NIA 1 Duality Proast or Coromandel Comrate Products Precast end Prestressed Concrete Untels 05/252024 No Yes NIA WA 4 ITW 9CWAplm We- Metal Connector Plate IWai2024 Y. Yes MIA NIA Florida Department of Business & Professional Regulation Pane l d2 Fbdda Department of Business & Professional Regulation Pa•+ oil Florida Deparlinent of Business & Professional Regulation Pagel 02 Building Codes and Standards 10wmi Building Codas and Standards 011412021 Building Codes and Standards '"AW11 Product Approval Application Detail Product Approval Application Detail gage Product Approval Application Detail ErffLS 291 Bite 1Daft hnclm tall! 4ssh Entity m Ste Sae Dare Patdnto ))ffiy Ell jil Stgrt FnM or- 2" 2" [Mt. PorsdinaIiM• jygt i9Leian Manufacturer conleat Entakeser & Worries Validated by j FBC Amtavd Approved a" mm VoWpn Maufwurr Canted! Ietedaw a License VMMX#d ar Validated autimied FaC Amour Approved are= 1021 Von&,, Rjuillighm contact EnchrooraLkmee. Validated Validated Suboilhad FBC Aoatvd Mob(g R.14slm ZD20 Mrrek men Enn Wadden ICC Evauabon Serv4ea, LLC ICC Evduobm Service, Dan //2021 (111MOM21 0an2n021 Approved ReVebn 329 W.y.ihaeuaer Rob 9aldwin ICC Evaluation 9erv4ce, LLC Ian Lehr,, P,E. 02p212021 19+i312020 02uD3c2021 Approved Affi mdbn 2020 Alpha Aluminum, Inc. Jose $1I Luis R. Loft. seven M. Urkh. PE 1111WO20 11111Y2020 1120/2020 Approved Catapopr. Structural Corrosion its t952)8b&a835 LLC. Cabrom; Structural Corns oo res (253) 9244476 (No) 830-3288 Category: Pont WLNs i407i Sg9-2008 PE-82514 (717) 317-6454 $mCppory: TNss Plates ewaltlenQrNl.com 1203) 599•Ba60 SubCatogpry: Engineered Lumber Rmert.9aldwing)weyerna subcategory: Samts elgitanm®y,a shinuncno Coeplanee Mated: EvoluM(rb Report from a Cempil-Method: Evaluation Report from a aw. wrn compilme Method: EVYustim Airport come d.eOnl Product fiwluatbn Entry Product Evaluation Entity Fbnda R.plieretlArehltactora Licensed Florida, PLmnw4 mppgd.d. PLSAUMI Products Professional aModal,bmbr Product Modal, a Name ,Assurance Doors Contract ErmirMlbDoors Approved far Use ALtlYlli Approved for Use Woods NMDW. 1S4a1NaIX poslan i°.lefoolli $sit R Product Modal. Number or Norma ckwiw P - product onFnegm Canad Etmintlm AeQtrad for uses AgOL92LtKAM kU&g Date In HVHZ R jam Aprpyfdir Use Approved for Use _ Dodffl 1 M18AHS is a.. high ab-Qth puns connector Plata 12r312022 Yea Yes NIA N/A 1 Mierdam LVL Lammed Varner Lumber 03131=23 No Yes N(A WA egg gttdtat YppaL Hhamr pen Ammo I, WWHL 2Wgal= .6Wfeii %(sane 2 M188HS 141p. supor I strength hues connector plate 12131/2022 Yes Yes NIA WA 2 Peratrm P$L Panel Spend Wrrtr 03312023. No Yes NfA WAAlone 1 A�aga� $L11tl damp: Vaned ANmiaum BolflV Aluminum solid VCmM AMnnum 07f3()2023 No Yes No MIA 3 coal 16 16 ga. truss connector prate 12131 r=2 Yee Yes NIA WA 3 Tlmhr6trend LSL Laminated Spend Lumber 031312023 No Yes N/A WA Wood SV CMU &amp; Wood 4 M71B49 19 ga. high strength truss connector Palo IV312022 Yea Yes N/A WA 4 TJ Rim Bird Structural Composite Lumber a Oriented aNid 031312023 No Yes NIA WA 5 MT20H4 20 gs. Mph strum was eennador pate 12131=2 Yes Yes NIA WA 5 Way r'Mna, Rtn edam orient Rim emend oriented Strand BoardRYn Board 03312025 No Yet N(A WA e TL18. MT1a 19 ga. ou. named - plains 1 N312022 Yet Yes NIA WA 7 TL20. MT20 20 gL tmn comwor plates IV312022 Yes Yes NIA WA May 27, 2022 N N to N 0 Q CU -11 O U O � V O CU -0 O O CU E O ^0 �W C/) 0^+ W J C2 a. Q a Z Z W J Kj/- U rya T' tV > W e..i sit C cV CU C�vi O m X C 1.L �. to = fV x y o 40 N N X y ca � a: C C Q w off a u a5 I c cm N C 4o O a V C3 Cn 1 (1) E'altessaill Z cn CC 0 > CL O Q U O 2 CL L) `V m =:3 Q CL O L� ICU LLJ Q W z Z a J IZ SHEET NO. PA i'l N to Ca U _0 Q • � Simpson Strong -Tie 2020 FBC Approved Products Updated 12r302020 • � Simpson Strong -Tie 2020 FBC Approved Products Updated 12/302020 • � Simpson Strong -Tie 2020 FBC Approved Products Updated 12r 2020 • � Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 Q O L For tleectknks to BST listed below. CLICK HERE. _ For direct Inks to all SST approvals listed below, CLICK HERE _ For direct Inks to all SST approvals listed below, CLICKHERE. _. For direct inks to all SST approvals lsted below, CLICK HERE. all approvals + For addtronol Information regarding Florida's Statewide Product Approval System and Msm-Dade County Notice or Acceptance (NOA), CLICK HER . For additional Information regarding Florida's Statewide Product Approval System and Mann -Dade County Notice of Acceptance (NOA). CLICK HERE. For additional Information regarding Florida's Statewide Product Approval System and Marx-0ade Canty Notice of Acceptance (PICA). CLICK HER For additional Information regarding Florida's Statewide Product Approved System and Mam-Dade County Notice of Acceptance (PICA). CLICK HERE. ^' �!� FL#2355-R7 FL#10446-R6 FL#10456-R5 11 HUS, HUSC series hangers Face -mount hangers available In widths ranging from 1.5/8" to 3- Co 9/16" and heights ranging from 4-5116" ro flange(3) 11" Concealed U Sea # Product Model. Number or Name Product Description $gig � Product Model- Number or Name Product Description Qd j� Product Modal- Number or Name Product Description version available for models having width equal to or O O �Q �L 1 Titan Stainless Steel Concrete &Masonry Screw (TTN-SS) 114"diameter Titan stainless steel masonry screw 1 A21, A23. A33, A34. A35: A44 Angles 9 1 BT, BTB. 8TH Brick Ties greater than 3 911fi" than 3- = O L O Q� 2 APA21, APA4, APAB, APVA21, APVA4, APVA6 Outdoor Accents Angles 2 CMST12, CMST14, CMSTC18 Coiled Straps 12 IUS series hangers Face -mount hangers available in widths ranging from 1-718" to 3- 0 Q � 7? 3 APB44, APB44R, APVB66, APB66R, APB88, APB88R, AP61010. AP6101OR, APV644, Outdoor Accents Post Bases 3 C514, CS16, CS18, CS20, CS22 Coiled Straps 5/8" and heights ranging from 9.1/4" to 16' O L _ F1.05119 R6 APV044R, APVB66. APVH86R. APV888, APVB88R, APV81010, APV8101 OR 4 CSHP18, CSHP20 Coiled Straps 13 LGU3.25-SOS, LGU3 83SDS, LGU5.25-SDS Face -mount hangers Co O 4 APDJT2-4, APDJT2R-4, APOJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6: Outdoor Accents Deck Joist Ties 5 CTS218 Compression/Tension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers N M O Sea 1F Product Model- Number or Name Product Doserlptlon APVDJT2R-8 6 DSP, SSP, TSP Stud to Plate tie 15 LUC26Z, LUC210Z Face -mount hangers E Q 1 SD10112DBB Outdoor Accents Connector Screw 5 APHH46, APHH46R. APHH610, APHH610R Outdoor Accents Heavy Hanger 7 H1, H10A, H2.5A, H3, H6, H7Z, H16, H16S, H16-2, H 16-2S Hurricane Ties 18 LUS series hangers Face -mount hangers available in widths ranging from 1-9116" to 4- C I-Q! L 2 SD9112, SD9212, S010112, SD10212 Strong -Drive SD Connector Screw 8 APL4, APLB, APT4, APT6, APVL4, APVL6, APV74, APVTB T - Outdoor Accents L and Beam to -Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder 5/8"and heights ranging from 3" to 10-15116', 9 9 9 OCL (/) (U �~ 3 SD9112SS, 6=12SS Strong -Drive SD Connector SS Screw 7 APLH24, APLH24R. APLH26, APLH26R, APLH210.. APLH210R Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MGU3.e3-SOS, MGU5.25-SOS, MGU5.50-SDS, MGU5.62-SDS, MGU7.00-SOS Face -mount hangers C Co �-11 -fir 4 SDCF22434, SDCF22512T SDCF22614, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Timber-CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2SDS1.5, HSS2.2•SD83, HSS2.3-SDS3, HSS4-SDS3 Heavy Stud Shoe 18 MIU series hangers Face -mount hangers available wid in widths ranging from 1-9116" to a C J Q SDCF221134, SDCF221334, SDCF271958, SDCF272358 9 CBT2Z, CBT4Z Concealed Beam Ties 11 HST2 HST3, HSTS. HST6 Straight Straps 1/8" and heights ranging from 6-15/16'to 19-10. 5 SDCP22434, SDCP22512, SDCP22614, SDCP22700, SDCP22858, SDCP22912, Strong -Drove SDCP Timber-CP Screw 10 CJT3Z, CJT4Z, CJTSZ, CJT6Z Concealed Joist Ties 12 HTS18, HTS20, HTS24, HTS28, HTS30, HTS30C Heavy Twist Strap 19 MUS28, MLJS28 Face -mount hangers SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTS016KTZ. HTSQ20KTZ Heavy Twist Strap 20 SUR._ SUL. SURC, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 6 SDHP27400 SDHR27614, SDHR31400, SOHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9/16" to 3-9/19'and heights ranging from 3-1M 6'to 13-3/4". 7 SOS25112. SD825134, SDS2520Q SDS25212, SDS25300, SDS25312, SDS25412, Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4, FOS Framing Clips 15 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21. LSTA24, LSTA30, LSTA36 Straight Straps Concealed flange version (SURC, SULC) available for all double SDS25500, SDS2560D, SOM5800 14 FWANZ Foundation Wall Angles 16 LSTI49, LSTI73 Straight Straps 2X and 4X models; only acute flange is concealed. 8 SDS25112SS, SDS25200SS, SDS25212SS, SDS25300SS, SDS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GAI, GA2 Gusset Angles 17 LTB20, LTB40 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-9/161c, 9 SDWF2716, SDWF2720, SDWF2724, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 18 H2A, H2.5T, H8, H10A-2, H10S, H14, HGA70 Hurricane Ties 18 LTS12, LTS16, LTS18, LTS20 Light Twist Strap 6" and heights ranging from 2.518"to 11.114" 17 18 HCJTZ HH4, HH6 Heavy Concealed Joist Tie Header Hangers 19 20 MGT MST27, MST37, MS748, MST60, MST72 Medium Girder Toclown Straight Straps FL#10007-RB 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24, MSTA30, MSTA.36, MSTA49 Straight Straps FL#10667-R6 20 L30, L50, L70,. L90 Angles 22 MSTC28, MSTC40, MSTC52.. MSTC66, MSTC78 Straight Straps �gg�! Product Model. Number or Name Product Description 21 LCE4 Post Cap 23 MSTC48B3, MSTC66133 Pre -Bent Straps Jga Product Model. Number or Name Product De rcriptlan 1 ATR3/8, ATR1/Z ATR5/8, ATR314 Threaded Rods 22 LS30, LS50, LS70, LS90 Skerwable Angles 24 MSTI26, MSTI3e, MST148, MSTIGO, MSTI72 Straight Straps 1 BA series hangers Top Flange hangers available in widths ranging from 1-9/16" to 7- 2 ATUD5, ATUDS-2, ATUM, ATUD9-2, ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS16, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 1/8" and heights ranging from 7-118" to 30". 3 BP318-2, BP112, BPl12-3, BP518-2, BPS/8-3, BP314, BP314-3, BPRTU03-4 Bearing Plates 24 LSS)26LZ, LSSJ26RZ, LSSJ26LZ, LSSJ28RZ, LSSJ210LZ, LSW210RZ Field Adjustable Jack Hanger 26 NCA2x10-12, NCA2xl2.12, NCA2x8-16, NCA2x10-16, NCA2xl2-16 Bridging 2 DGBF series hangers Top flange hangers available in widths ranging from 3-5/8" to 7- 4 CNW318, CNW112, CNW5/8, CNW314, CNW518-112, CNW3/4-5/8 Coupler Nuts 25 LSSR1.81, LSSR2.1, LSSR2.37, LSSR2 56. LSSR210-2, LSSR410 Field Adjustable Slopeable/Skewable Hanger 27 RCW612, RCWB14 Wall Bracing 1/8" and heights ranging from 9-1/4" to 24". 5 CTUD55, CTUD65, CTUD66.. CTUD75, CTUD76, CTUD77, CTUD87, CTUD88, CTUD97, Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 26 RPS18, RPS22, RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1-lr2" to 3- CTUD98, CTUD99 27 ML23Z, ML24Z, ML262, ML28Z, ML2107 Angles 29 RSP4 Stud to Plate Connector 518" and heights ranging from 7-114" to 24" 6 N3, N4, N5, N6 Heavy Hex Nuts 28 MMHB Roof -fie -Down 30 SP1, SP2, SP4, SP6, SP8 Stud Plate Tie 4 DGHF series hangers Top flange hangers available in widths ranging from 1-314" to 3- 7 RTUD3, RTUD3B, RTUD4, RTUD4B. RTUDS, RTUD6, RTUD7, RTUDS Ratcherting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPHS Heavy Stud Plate To 518" and heights ranging from 9-114" to 24" 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26.2, MMLU28, MMLU28.2, MMLU210, MMLU1211, MMLUI39, MMLU1311 Face -Mount Hangers 32 SS1.5, SS2.5.. SS3, SS4.5 Stud Shoe 5 EGS, EG7, EG9 series hangers Top flange hangers available in widths ranging from 5.114" to 8- 9 TUW38 Take -Up Washer 31 RSC, RBCP Roof Boundary Clips 33 ST9, ST12, ST18. ST22, ST292, ST2122, ST2115. ST2215, ST6215, ST5224, ST6236 Straight Straps 718" and heights ranging from 11" to 32-V2". 10 URS3 3/8" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Down 34 T820, T627, TB30, TB36, TB42, TB48, TB54, TB56 TB80 Tension Bridging 6 EGO series hangers Top flange hangers available in widths ranging from 3-518" to 7- 11 URS4 1/2" Uplift Rod Run Tiedovm System 33 RTC22Z, RTC42, RTC2Z, RTC44 Rigid Tie Connectors 35 7WB10, TWB12, TWB14 Wall &acing lf4" and heights ranging from 11-114" to 37' 12 URS5 5M" Uplift Rod Run Tiedown System 34 STC. STCT, OTC. HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddle hangers available in widths ranging from 3-114" to 6-7)8" 13 URSB 3/4" Uplift Rod Run Tiedown System 35 TJC37, TJC57 Truss Jack Clips 37 WB106, WB106C, WB126, WB126C, WE143C Wall Bracing and heights ranging from 8-1/2" to 28". 36 Z2, Z4, Z44 Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-114" to 7- 118" and heights ranging from 11" to 32". FL#10441-R6 FLM M11-R5 9 HB series hangers Top flange hangers available in widths ranging from 1-9116' to 7- FL#10447-R5 1/2" and heights ranging from 8" to 30" sea x Product Model. Number or Name Product Descrlutlan 5q- product Model- Number or Name Product Descrlptlon 10 HGLS series hangers Saddle hangers available in wv dths ranging from 5-1/4" to 8-7/8" 1 DTT2 Hold-down Sea # Product Model- Num bar or Name Product Description 1 CBH2.37x5.5, CBH2.37x7.63, CBH2.37xg.75 Concealed hangers and heights ranging from 10-112' to 28". 2 HDC1014, HDC10122 Holed -down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DHLRF series hangers Face -mount (DU, DHU) and top -flange (DHUTF) hangers 11 HGLT series hangers Top flange hangers available in widths ranging from 3-1/4" to 8- 3 HDQB, HHDQ11, HHDO14 Hold-down 2 DSC2R-SDS3, DSC2L-SDS3, DSC5R-SDS3. DSCSL-SDS3 Drag Strut Connectors available in widths ranging from 1-9/18'to 3-9116" and heights 718" and heights ranging from 7-ltZ'to 32' 4 HDU2, HOU4, HDUS, HDUB, HOU11: HOW 4 Hold-down 3 GBC Gable Brace Connector ranging from 9-1/8" to 23-15116". 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1.81, HCP2, HCP4 Hp Corner Plate 3 HGU3.63-SDS, HGU5.25SDS, HGU5.50SOS, HGU5.62SDS, HGU7.00-SDS, HGU7.25- Face -mount hangers 118" and heights ranging from 14" to 33" 8 LSTHDB, LSTHDSRJ Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42-2, HHRC411.81, HHRC44, HHRC5.2513.25, HHRC5. 373.12, Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 2-5116'to 3- 7 MASA, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1-5/8" to 7- 9115" and heights ranging from 18" to 26' 8 MPAI32, MPAI44 Strap -style purlin anchor 6 HRC1.81, HRC22 Hp Ridge Connector 318" and heights ranging from 5-5i16'to 12-7/8". 14 HUSTF series hangers Top flangejoist hangers available in widths ranging from 3-1/8-to 9 PA18, PA23, PA28, PA35 PA51, PA68 Strap -style purlin anchor 7 LRU26, LRU28, LRU210 LRU212 Rafter Hanger 5 HHGU525SDS, HHGU5.50-SDS, HHGUS 62-SDS, HHGU7 OO SDS. HHGU7 25-SDS, Face -mount hangers 3-9/16" and heights ranging from 5-318" to 13-1/8". 10 PA118, PA123. PA128, PA135 Strap -style purlin anchor 8 LSU26, LSSU28, LSSU210 Light Slopeable/Skewable U Hanger HHGU9.00-SDS 15 HUTF. HUCTF series hangers Top flange hangers available in widths ranging from 1-9/16" tc 5- 11 STHD10 STHD10RJ Strap -style hold-down 9 TBE4, TSE6 Truss Bearing Enhancer 6 HHU526.2, HHUS28.2, HHUS210.2, HHUS46. HHUW, HHUS410, HHUS15-50110. Face -mount hangers 112" and heights ranging from 3-7116'to 15". Concealed flange 12 STHD14. STHD14RJ Strap -style hold-down 10 TC24.. TC26, TC28 Truss Clip HHUS725JID version (HUCTF) available for all models having width equal to or 11 THA29, THA213, THA218, THA218.2, THA222-2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger 7 HSUR, HSUL, HSURC, HSULC series hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9/16". THAC422. THA426, THA422-2, THA426-2 1/8" to 5-1/8" and heights ranging from 4-3/4" to 15-314". 18 HWP series hangers Top flange hangers available in vAdths ranging from 1-9116" to 7- 12 THAI1.81/22, THR12.06122, THAI2.1122, THAI222, THAI322, THAI3522, THAI422 Adjustable Truss Hanger Sized for -Jolts Concealed flange version (HSURG, HSULC) available for all 1/8" and heights ranging from 5-3/8" to 29' N o 13 THAL422, THAR422 Skewed Truss Hanger double 2X and 4X models, only acute flange is concealed. 17 HWPH series hangers Top flange hangers available in widths ranging from 1-9116" to 7- C 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26, HTU28, HTU210, HTU26-2, HTU28-2, HTU210.2 Face -mount hangers lf2" and heights ranging from 5.318" to 32', N w 15 THJM2-4SDS3, THJM2-5-SDS3, THJU26, THJU28-W Multiple Truss Hangers 9 HU, HUC series hangers Face -mount hangers available in widths ranging from 1-9116" to 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-9116" to 3- C%4 o 16 TSBR2-24 Truss Spacer -Restraint 112" and heights ranging from 2-7/8" to 19.1/4". Concealed flange 5/8" and heights ranging from 9-118" to 16'. C14 - a ti C, 17 VPA2, VPA25; VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all modes having width equal to or 19 JB series hangers Top flange hangers available in width of 1-9116' and heightsc m C-)C-A 18 VTCR Valley Truss Clip greater than2-9116' ranging from 5-318"to7.1/4" Q_ 10 HUC01.81/9SOS, HUCO11$1fllSOS. HUCQ210-2SDS, HUCO2103-SDS, HUCQ310- Face -mount hangers 20 JBA series hangers Top flange hangers available in width of 1-9116" and heights fc ca SDS, HUCQ410-SDS, HUC0412-SDS, HUCQ5.2519-SDS, HUCQS 2S/11SDS, HUCQ610- ranging from 9-3116'to 13-118" o o ro SDS, HUCO612-SDS c`+ K c1 at a E `y c L o cz 3 � y a> -is U a) > C N t0 Y+ N �c- C E C1 U O Effir, 1-To 32 Simpson Strong -Tie 2020 FBC Approved Products updated 12/302020 � Simpson Strang -Tie 2020 FBC Approved Products Updated 12r3or2020 Me, Simpson Strong -Tie 2020 FBC Approved Products Updated 125 2020 Simpson Strong -Tie 2020 FBC Approved Products Updated 1Zr3o72o20 _ For direct Inks to all SST approvals listed belay, CLICK HERE _ For drool Inks to all SST approvals Isted below.. CLICK HERE For direct Inks to all SST approvals Ned below, CLICK HERE. _. For drool inks to all SST epprovals Ned below, CLICK HERE . For additional information regarding Florida's Statewide Product Approval System and Marx -Cede Canty Notice of Acceptance (NOA), r(-I C� RE. • For additional information regarding Florida's Statewide Product Approval System and Mam-0ade County Notice of Acceptance (NOA), CLICK HERE. For additional information regarding Florida's Statewide Product Approval System and Men -Dade County Notice of Acceptance (NOA). CLICK HERE. • For additional infennation regarding Florida's Statewide Product Approval System and Mam-0ade County Notice of Acceptance (NOA), CLICK HERE. 21 LB series hangers Top flange hangers available in width of 1-9116" and heights FL#114W-R5 18 S/LBV1.56, S1LBV1.81, 5/LBV2.06, S1LBV2.37, SfLBV2.56, S/LBV2.68, S1LBV3.12, Top Flange Jost Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 5-3/8" to 15-1/8". SILBV3.56, S/LBV3.62, StLBV4.06. S/LBV4.12, S/LBV4.28, SJLBV4.75, S/L13V5.50 6 Strong -Bolt 2 (ST62, STS2.4SS, STB2.6SS) Strong -Bole 2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangers available in width of 1-9116" and heights Sea Product Model. Number or Name Product Description 19 S/LTT20, S/DTT2Z, S/HTT14, HTT4, HTTS Hoidowvns steel and Types 304 and 316 stainless steel ranging from 9-3116" to 13-118" 1 HHUS210-3, HHUS210-4 Joist Hanger 20 SIMST80, S/MST72 Straps 118 mil (10 ga) 7 Titan HO (THD-H, THD-HMG, THD-H4SS, THD-H6SS, THD-CS, THD-CSSSS) Titen HD Heavy Duty Screw Anchor for concrete and masonry 23 1.EG3. LEG5, LEG7 series hangers Top flange hangers available in widths ranging from 3-1/4" to 6- 2 HRS6, HRSB, HRS12 Strap Ties 21 SP4, SP6 Stud Plate Ties available with hex head in carbon steel and Types 304 and 316 7/8" and heights ranging from 9" to 33-1/2'. 3 HUCO210-2-SDS, HUCO210-3-SDS, HUCO310-SDS Joist Hanger 22 SSP, DSP, TSP Stud Plate Tian stainless steel., or with countersunk head in carbon steel and 24 MEGS, MEG7 series hangers Top flange hangers available in widths ranging from 5-1/4" to 5- 4 THGB2, THGB3, THGBH2, THGBH3, THGBH4 Joist Hanger 23 STC, OTC Truss Clip Type 316 sninless steel 7/8" and heights ranging from 9" to 32-1/7' S THG02-SDS3, THGQ3-SDS4.5, THGQH2-SDS3; THGQH3-SDS4 5, THGQH4-SDS8 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titan HD Rod Coupler (THD37834RC, THD50934RC) Than HO Threaded Rod Coupler for concrete 25 MIT series hangers Top flange hangers available in widths ranging from 1-9116" to 5- 6 THGW3-3, THGW3-4, THGW4-3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 9 Trten HO Threaded Rod Hanger (THDB25158RH, THDB37158RH, THD37212RH, Titan HD Threaded Rod Hanger for concrete 1/8" and heights ranging from 9-114"to 24" THD50234RH, THD10212RH) 26 PF, PFB, PFDS, PFDSB series hangers Top flange hangers available in width of 1-9/16" and heights 10 Wedge -All (WA) Wedge -Ail Anchor for masonry ranging from 33/6"to 7.118" FL#11473-R5 FL#13904-R5 (D 27 28 RR WP series hangers Ridge rafter connector Top flange hangers available in widths ranging from 1-9/16" to 7• JQQ # Product Model. Number or Name Product Doscription Sea iE product Model. Number or Name Product Description FL#16230-R6 1/8" and heights ranging 9-1/4" to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3.62-SDSHDG, CCQM4.62-SDSHDG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL, FGTRHR Girder Retrofit Anchor CCTOM4.02-SDSG CCTQM5.50-SDSG, CCCOM3 82-SDSG, CCCQM462-SDSG, §ul Product Model. Number or Name Product Description 3 H16, H16S, H10-2. H16-2S Hurricane Tie CCCQM5.50-SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#10860-R5 4 HETA12, HETA16, HETA20, HETA24, HETA40 Embedded Truss Anchor 2 ECCL0M3.62G-1<T, ECCLQM4.62G-KT, ECCLQM5.50G-KT, ECCLLQMD3.62G-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HETALI2, HEfAL15, HETAL20 Embedded Truss Anchor ECCLLQMD4.62G-KT, ECCL1_QMO5.50G-KT4 ECCLROMD3.62G-KT, ECCLROMD4.62G- 3 SET-XP SET-XP High -Strength Epoxy Adhesive for masonry Sec # Product Model. Num ber or Name Product Description 6 7 HGAM10, HM9 HHETA16, HHETA20, HHETA24, HHETA40 Masonry retrofit connectors Heavy Embedded Truss Anchor KT, ECCLRQMD5.50G-KT 4 Strong -Bolt 2 (ST82) Strong -Bolt 2 Wedge Anchor for masonry 1 2 ABA44 ABA44R, ABA46, ABA46R, ABA66, ABA66R ABU44, ABU44R, ABU46, ABU46R, ABU5-5, ABU5-6. ABU65, ABU66, ABU66R, ABU88, Adjustable Post Base Adjustable Post Base 8 LGT2, LGT3-SDS2.5, LGT4SDS3 Girder Tledowll 3 4 HGUM5.25, HGUMS.SQ HGUM7,00, HGUM7.25, HGUM9.00 LGUM26.2, LGUM26.3, LGUM264, LGUM28.2, LGUM28.3, LGUM28.4, LGUW10-2, Heavy Masonry Hangers Masonry Beam Hangers 5 6 Titan 2 (TTN2) Titen HD THD-H4SS, THD-H6SS, THD-CSOSS) Titan 2 Screw Anchor for Concrete Titen HD Heavy -Duty Screw Anchor for concrete available in 304 W ABU88R, ABU1010. ABU1010R., ABU1212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM2103, LGUM2ID-4, LGUM46, LGUM48. LGUM410 or 316 stainless steel with hex head, and 316 stainless steel with 3 4 ABW44Z ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ, ABW7.7 AC4, AC4R, ACE4, AC6, ACBR, ACES Adjustable Post Base Post Cap 10 11 META12, META16, META18. META20, MSTA24 META40 MSTAM24, MSTAM36, MSTCM40, MSTCM60 Embedded Truss Anchor Strap Tie for Masonry 5 MBHA3-12/9 25, MBHA3.12111.25, MBHA3.56f7 25, MBHA3 5619.25, MBHA3 56/11.25 MBHA3.56/11.88, MBHA3 .56114. MBHA3.56116, MBHA3 .56M8. MBHA5.50/7.25, Masonry Top Flange Beam Hangers 7 Titen Turbo (TNT) countersunk head Than Turbo Screw Anchor for concrete or masonry 5 BC4, BC46, BC4R, BCE, BC5R. BCB, BCS2-2/4,. BCS2-3l6 Post Cap 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap for Masonry MBHA5.50/925, MBHA5.5011125, MBHA5-50M 1.88, MSHA5.50/14, MBHA5.50l18, 6 CB44, CB46, C648, C1368, C888 Embedded Column Base MBHA5-50/18 ICU 7 CBSQ44-SDS2, CBSQ46-SDS2, CBSQ66-SOS2, CBSQ85-SOS2, CBS088-SOS2 Embedded Column Base 6 MBHU3.56J9.25, MSHU3.56/11.25, MBHU3.56111.88, MBHU3.56/14, MSHU3.56/16, Masonry Beam Hangers FL#16937-R3 8 CC, ECC, ECCU Series Sobad column caps with Wi ranging from 3-114" to 9-1 t7 and FL#11496-R5 MBHU3.56118, MBH UE50M 25. MBH U5.50/11 25, MBH U 5.50111. 88, MBH US 50114, W2 ranging from 3-518" to 7-112" MBHU5,50116, MBHUS 50118 Soo Product Model, Number or Name Product Description CU0 9 CCQ-SDS2.5, ECCQSDS2.5 Sores Screwed column caps wth W1 anging from 3-1l4" to 9-1f2' and Sea # Product Model, Number or Name Product Description 1 X34B1016-5K, X1S1016, X181018.4K XQ1S1016, XQ16101 E-4K WOL16 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3 L W2 ranging from 3-5/8" to7-112" 1 DTT1Z Deck Tension Tie Drill Point r\ 10 CPT44Z, CPT66Z, CPT88Z Concealed Post Tie Base 2 HD12; H019 Bated Holdowns FL#13975-R6 2 XL0114T1224, XLQ114B1224-2K 412-24 Strong -Drive XL Large -Head Metal Self -Drilling. Tapping � ^L 11 EPB44A, EPB44, EPB46, EPBe6 Embedded Post Base 3 HD3B, HD5B, HD78, HD96 Batted Holdowns Screws with #5 Drill Point and Large Diameter Hex Washer Head 12 EPS4Z Embedded Post Base 4 HTT4, HTTS, HTT5-314 Tension Ties 3 8 Product Model. Number or Name Product Description 3 XMQ114S1224, XMQ114B1224-2K #12-24 Strong -Drive XM Medium -Head Metal SeK-Drilling, O L 13 LC844, LCB66 Embedded Column Base 5 LTT19, LTT20B, LTTI31 Light Tension Ties 1 SDW22300, SDW22338, SDW22438, SDW22458, SDW22500, SDW22600, SOW22638, Strong -Drive SOW EWP-PLY and TRUSS -PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPCBZ Light Post Cap SDW22634 4 X0114S1224. X011461224-2.5K X114SI224, XQ112S1224, X0112BI224-2K #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with N6 15 MPB44Z, MPB68Z, MPB88Z Moment Post Base 2 SDWC15450. SOWC15800 Strong -Drive SDWC TRUSS Screw Drill Point 16 PB44, PB44R, PB46, PBW, PB66R Embedded Post Base FL#13628-R5 3 SDWHI0300DR SDWH194001)8, SDWHi9600DB, SDWH19800DB, SDWH191000DB Strong -Drive SDWH TIMBER-H EXSorew 5 XU34S1016. XU34B1016-5K #10-16 Strong -Drive XU Metal Self- Drilling, Tapping Screws with 17 PBS"A,, PBS46. PBS66 Embedded Post Base 4 SDWH27400G, SDWH275DOG, SDWH278ODG, SDWH2710DDG, SDWH271200G Strong -Drive SDWH TIMBER-H EX H DG Screw #1 Drill Point 16 PBV6. PBV10 Round Post Base �qe Product Model. Number or Name Product Description 5 SDWS16212, SDWS16300, SDWS16312, SDWS16400 Strong -Drive SOWS FRAMING Screw 19 PC44-16. PC46-16, PC48-16. PC64-16, PC66-16. EPC44-16, EPC46-16, EPC48-16, Post Cap 1 S85/8x24, S8718x24, SB1x30 SS Anchor Bobs 8 SDWS19600, SOWS19712, SDWS224DO,SDWS22500.SOWS22512, SDWS22WO Strong -Drive SOWS TIMBER Screw(Intenof Grade) O EPC84-16, EPC88-16 2 SSTB16, SSTB20, SSTB24.. SSTI328, SSTB34, SST836. SST816L, SST820L, SSTB24L, SSTB Anchor Bolts SDWS22800, SDWS22900, SDNS221000. SDWS221100, SDWS221200, SOWS221500 FL#35320-RO L 20 PC4Z. PC4RZ, PCSZ, PCSRZ, PCBZ, PCBRZ. EPC4Z, EPC4RZ, EPC6Z, EPC6RZ, EPCBZ, Post Cap SSTB28L 7 SDWS2230006. SOWS22400DR SOWS2250008, SDWS2260006, SDWS22800DB, Strong -Drive SOWS TIMBER Screw (Exterior Grade) EPCBRZ SDWS221000DS %Ml Product Model. Number or Name Product Description 21 PPB44-4Z. PPB44-OZ Post Base 8 SDWS2231208B, SOWS22512DBB Outdoor Accents Structural Wood Screw 1 DSSCB43.5. DSSCS46, OSSCB48, DSHS Bypass Framing Drift Strut Connector 22 RPBZ Retrofit Post Base 4 9 SDWS27300SS, SDWS27400SS, SDWS27500SS, SDWS27600SS, SDWS27800SS, Strong -Drive SOWS TIMBER SS Screw 2 FCB43.5, FCB45 5, FCB47.5, FCB49.5, FCB411 5 Bypass Framing Fbtad-Clip Connector'^L/ SOWS271000SS, SOWS271200SS 3 FPHSD34S1018, FPHSD34B1018, FPHSD34B1018-5K. FPHSD34S1214, #10-16 and #12-14 Strong -Drive FPHSO Framing4o-CFS Sell- V Sec # Product Model, Num bar or Name Product Description 10 SDWV13400 Strong -Drive SDWV SOLE -TO -RIM Screw FPHSD34B1214, FPHSD3481214.5K Drilling, Tapping Screws FL#10666-R5 1 CMST12, CMST14, CMSTCI6, CS14; CS16, CS18, CS20, CS22 Called Straps 11 STN22 Outdoor Accents Hex -Head Washer 4 LSFC2.25, LSFC4.25, LSFC6.25, SFC2 25, SFC425. SFC6.25 Steel Framing Con nemr 2 HRS6, HRSB. HR312, FHA6, FHA9, FHAl2, FHA18. FHA24, FHA30, MSTi26, MSTI36, Straps 97 mil Ill ga) 5 LSSC4.25, LSSC6.25, SSC2.25, SSC4.25. SSC6.25, MSSC2.25, MSSC4.25. MSSC625, Steel Stud Connectors sec # 1 Product Model. Number or Name FJA, FSA Product Description Foundation Anchor 3 MSTI48; MSTI60, MST172, SfMST27, S1MST37, SIMST48 HTS16, HTS20, HTS24, HTS28. HT530, HTS30C Heavy Twist Straps FL#15363-R3 6 MSSC4.25KW, MSSC6.25KW RCKW3, RCKW5.5, RCKW7.5, RCKW3S, RCKW5.5S Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA30, LSTI49, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18, MSTA21, MSTA24 Straps 43 mil (18 ga) 7 SCS43 5, SCB45 5, SCS47.5, SCS49 5, SCB411.5, MSCB45.5, MSCS47,5 Bypass Framing Slide -Clip Connector OL 3 GH46-6 GH46-8, GH48-6, GH48-8, GH410-6. GH410-8, GH66-6, GH66-8, GH68-6, GH68- Girder Hanger 5 LSTA9, LSTA12, LSTA15, LSTA18, LSTA21, LSTA24, ST292, ST2122 ST2115, ST2215 Straps 33 mil (20 go) Sec X Product Model, Number or Name Product Description 8 SCS32-5/97, SCS62-5/9Z. SCS62-5/118, SCS82-5/118 Bypass Framing Connector 8, GH610-6, GH610-8 6 LSUBH3.25, SUBH3 25. MSUBH3.25 Bridging Connector 1 AS 18, AS 1855, AS 1858 18 ga Truss Plates 9 SOW 25, SCW5.5 Head-cf-Wall Slide -Clip Connector 4 GLBSA, GLB5B, GLBSC, GLBSD: GLB7A, GLB7B, GLB7C, GLB7D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC8.25. SJC10.25, MSJC8,25. MSJC10.25 Steel Joist Connectors 5 GLBT512, GSLT612, GLBT510, GBLT616, GLBT520, G13LTS20 Glulam Bearing Plate 8 LTS12, LTS16. LTS18, LTS20 Light Twist Straps 3 AS-20 20 ga. Truss Plate 11 SSB3.518 Bypass Framing Slide -Clip Strut Connector 0 6 HGLBA, HGLBS, HGLBC. HGLBD Heavy Glulam Bearing Plate 9 MSTA30, MSTAX ST6215, ST6224.. ST9, ST12, ST18, ST22, MSTC28, MSTC40, MSTC52 Straps 54 mil (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH34B1414, XLSH78BI414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping 7 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 10 MSTC68, MSTC78; STS236 Straps 68 mil (14 ga) Screws LL1 8 UFP1OSDS3 Universal Foundation Plate 11 MTS12, MTS18, MTS18, MTS20 MTS30, MTS24C, MTS30C Medium Twist Straps 13 X01S1016, XQl81016-4K, XQ1S1214, X01B1214-3 5K, XQ78S1224, X07681224-3K, 410-16 ill 2-14, and 012-24 Strong -Drive X Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 ^af51,5e, SfB1.81, SIB2.06, S1B2.37, SIB2,56, S/52.68, VB3.12, SIB3.56, S1B3.62, SB4.06, Top Flange Joist Hangers FL#15730-R4 XQ114S1224, X0114131224-2.5K XQ112SI224, XQ112BI224-2K, )(34PIC16-5K, Tapping Screws Q SB4.12, SM4.28, SB4.75, SB5.50 X181016. X1B1016-4K, X1S1214. X1B1214.3 5K 13 SBA2.1218, S/BA2.12/10, SlBA2.12(12, SfBA2,12/14, SJBA4.1818, S/BA4.18/10. Top Flange Joist Hangers Seo # Product Model. Number or Name Product Description Z J S/BA4.18/12, SlBA4.18/14 1 ET -HP Adhesive Anchor for concrete z 14 SH1A Hurricane Tie 2 GAC, GDP, GDPM-50, GDPM-75, GDPM-100, GDPS, GW-50, GW-75. GW-100, GTH Gas -actuated fasteners and assemblies 15 S/HDSS, S HO8B, SMD10S SlHD10B, VHD15S, S/HD156 Holdowns 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners, threaded studs, and assemblies 16 SHDU4, SfHDU6, S1HDU9, S/HDU11 Holdowns PDPAWL-MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 J 17 SIJCT, SIHJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete a - SHEET NO. May 27, 2022 PA 1.2 __ — - _ . _ _-1.1. i . -_ i - —1 _ -1 l I _ I i _ _ - -- —_ 11 — 1— I. _ -1- ] _1II1_111 CD W en CU O U MIAM -DARE COUNrisr PGT lndus&ies, Inc. PGT Industries, Inc. Q _0 ® vague rcaemoL sEcrcc FGT Industries. Inv. O Q O O O 11905 sw z6's loom lets NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED �r'OTICE OF ACCEPTANCE: EVIDENCE SLB>lriCi TED Ca Q_ DEPARTMUff OF RFcarr eTaRXaxDEeroxM_ B>rsavHCESpt } 5-259 33n15-2474 eaAxDeuD>rsDnau+irsrsAxraerD.vts>Fo±r rt?$en3is Aso F(78d)315-234D NOTICE OF ACCEPTANCE: E��ENCE SUBWTTTED D. QUALM ASSURANCE Q U- = M NOTICE OF ACCEPTANCE - UA WWWAuaaaidade_ro.•:econonv 1. Evidence submuted under previous NOA 1 Miami Dade Department of Regulatory and Economic Resources (RER)_ - '0 PGT Indrtsu ies, Inr. A. DRAWINGS B. TESTS (continued) _ O . -� 1470 T"hnQ1v&v Thine, 1 _ s die drawings and sect s. 5. Test report an 1) Air Test, per FBC, TAS 202-94 Q C 0 North Wake, FL 34275 (S'rcbmiffed under.YOA Ao.11-0107. 04) 2) Uniform. Static Air Pressure Test, per FBC, TAS 20294 E. MATFRML CERT I ICAITONS C O LL SCOPE: 2- Drawing No.'3D?-5570.0, titled -°Vinyl Sliding Glass Door NOA (IW, sheets 1 3) Water Resistance Test, per FBC, TAS 202-94- 1. Not ice ofAcce.ptance No_ 15-052&1�4 issued to Vision Extrusion Lim ted far their M 0 � ThisNOA ts.bemgissuedwinder the applicable rules andregalations yov-en=gthe use of co str ctionmaterial& Tine through 21 of 21. prepared by manufacturer, dated 10/05/15, with revision A dated 4) Large Missile Impact Test per FBC, TAS 201-94'� kite Rigid PVC Exterior Extrusions for Windows and Doors-. dated 0&'13!15. O , U) � O � documentahmsubmMedhas beenreisewed and accepted byMimi-Dade County RER Product Control SeicWnto OV05I17, signed and sealed by A- Lynn Miller, PE. 5) Cyclic Wind � Loadingper FBC, TAS 203-94 expiring tin 09t'3049. Cn O � CL be used in Miami Dade County and odw areas wh€re ailowedbyth,e Au1hod1y Having Jwrisclrction (AH1)_ 6) Folt ed Eatly Test, per FBC, TAS 202-94 2. Notice of Acceptance No.16-0920.09 issued to Vision Extrusion Limited for their '"'0}-E CKO) C Q, This.NOAshallmotbevabdaflertheeapandcmdate statedbelaalu_1'heMiami-Dade CountyProductControl Secaan B. TESTS along with marked -up drawings and inst2ftion diagram of vinyl sliding glass door, prepared 1000 Tan 202 and lighter Shades (Non-Allhite) Rigid PVC Exterior Extrusions for (In Miami Dade County) and/orthe AM (m anus other dmaMiami Dade County) reserve the right to have this 1_ Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 by Fenestration Testing Lab, Inc- Test Report No_ FTL &549, dated l l.'061'15, Signed and Wmdows and Doors", dated 12/08116, expiring' on 12r29121_ prodrstt orsnaftwal tested fix quality ae pttap _ If this product or nomterial fails toperfornimthe accepted -yoke, 2) Large Nfissile Impact Test per FBC, TAS 201-94 sealed by Idalmis Ortega, P. E. (Test report revised on 12104115 and 0211111b) 3_ Notice of Acceptance No. I:;�152$.1S issued to Vision Exrusion Limited for their -Brown manner, the mamr¢iattsiswwill mcurthe expense of sucht estmg andthe AH7may unnudiadelyr mo dify, or 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6. Test report on 1) Air Inftltrati n. Test,. per FBC, TAS 202-94 Coated (Painted or Laminated) MWO Rigid PVC Exterior Extrusions for Flo suspend the use of such product or material within their jurisdiction. RER reserves the light to revoke this along with madmd-up dr" ngs and inst2liation diagram ofvm)4 sliding glass door, prepared 2) Uniform Static Air Pressure Test, per FBC, TAS 20294 Windows and Doors", dated 08113115, expiring on 0930.119. acceptance_, if it is determined byMiam�Dade Co mty Product Control Section that this product or material fails to meet the requirements of the applicable baadding code - b Fenestration T Lab, Inc:, Test t �� Report No. FTL $717, dated 12rB7.15, signed and 3) Wares Resistance Test, per FBC, TAS 20294. 4_ Notice of Acceptance No-16-9712.02 issued to ENERGI Fenestration Solutions USA, � -TAN 'Phis product is approved as described herein and hisbeea designed to comply wilt ire Florida Building Cade, This seabed by Idalnnis Ortega, P. E. (Test repent revised on 02/15/16 and 012 I6) 4) Large Nfissile Impact Test per FBC, TAS 201-94 Inc. for their 3040 and Lighter Shades (Non -White) Rigid PVC Exterior for including the High V elvcitp Hurricane Zone 2. Test report on 1) .Air Infiltration Test: per FBC, TAS 202-94 5) Cyclic Wind PresSm Loading per FBC, TAS 20 -94 Extrusions R redo s and Doors" dated 09i 15116, expiring on 0.104021. DES�CRIPI' O : Series'�7012770" Vinvi Sliding Glass Door: {Reinforced] w/wo 90s & 13..0 earners-L.� LI. 2) Uniform. Static Ali Pees a Test, per FBC, TAS 202-94 along with masked -tip draw and ir�t�ation diagram of vinyl sliding glass door, prepared 5. Notice of Acceptance Na. I6-0712.04 issued to ENERGI Fenestration Solutes USA, " APPROVAL DOCLAIEENT: Dra win gNo_ MD-5570.0 Rer2, titled "Vinyl Sliding Glass DoorN0A(LW sheet 3) Water Resistance Test, per FBC, TAS 202-94- by Fenestration Testing Lab, Inc., Test Report No- FTL 8552, dated 12+C;411S, signed and Inc- for their Biome and Lighter Shades of Cap Coated Rigid PVC Exterior , 1 through21 of 21, db ma u&ctutrs_ dated 101Q5a15 and last revised on 0210I12 L and sealed ` FfeP Y signed 4) Large Missile . Test per FBC, TAS 201-94 sealed, by Idalmis Ortega, P. E_ (Pest report revised on 021152016) Extrusions far Wmdo�rs and boars" dated 09/15116: on 04/1620_ A. Lynn 2►511ler, P.E., bearing the Miami -Dade CountyProduct Control Revision stamp Witt, the Notice of 5) Cyclic Wind Pressibre Loading per FBC, TAS 20394 7. Test report on 1) Uniform Static Air Presume Test, per FBC, TAS 202-94 6. Notice of Acceptance No-16-0712.03 issued to ENERGI Fenestration Solutions USA,. "Whk�e Acceptance and e r ration date by i 14ftamrDsde CtNt6rjt Product Control Section 6} Forced Entry Test, per FBC, TAS 2Q2-94 2) Large Missile Impact Test per FBC, TAS 201 �4 Inc_ for their Rigid PVC Ex r Extrusions far Windows and Doors" dated i1��ISSII.E IMPACT RATL'�G: Large tuner Smallhf sst7,e Ia�+sct Resi�at al w.th market.- draw and inst tim d Of 1 sliding door °� uP �Y , � 3) Cyclic Wind Pie Loadi�agper FBC. TAS 203-94 08I1i3117, expiring on (12128T18_ by Fine rati,om Testing Lab, Inc, Test Report No_ FTL 8546. dated 11106i115- signed and along' with masked -up drawings and installation diagram of vinyl sliding glass door, pad 7. Test reports Ney(s). I ll UO2-792(A), 10-06-A�4D5? 7, 535753-fl9. per A►5T14iE-84, I - See tabs: 1 _ See table 1(s and table SGD unit sizes, design {sheets foshp sealed by Idalmis Ortega, P_ E_ (rest report revised on 0104/16 and 02JI112016) by Fenestration Testing Lab_ Inc_, Test Report No. FTL 6638 (samples A-1 thru A-22), dated ASTIVD1929 and ASTUD-635. issued by EXOVA to Vision Extrusion for cegulosic is 7-8)bLe riser s requinn nts in I I t ru 6- glass types, sill riser (see tables B-1 & S-2, sheets 7-10 and anchor layout sheets �n in l l then 16_ 3. Test report an 1) Air Infiltration Test, per FBC; TAS 202-94 11 r19110, signed and sealedJorge A_ Canso, P. E_ (SubmNeid under A'd 4 lira 11- � composite material - 2. Rigid White PVC. Tan won -white) Rigid PVC aWBra� coated (Painted or laminated) white Rigid PVC to be 2) Undbrin Static Air P�u�e Test, per FBC, TAS 202 44 0107. 04) Submitted tinder 1V0.�! A�o. I1-111871� ( ) labeled per re5ererboedNOA'srequareaaertts 3) Water Resistance Test, per FBC, TAS 202-�94 8 Test report on 1) Air Infiltration Test, per FBC. TAS 202-94 8_ Notice ofAcceptance No.14-0916.1I issued to Rtuamy America.. Inc. for the 3. Egress operable dams trust ctantpty with min clear width or hurt perFBC runt, as applicable 4) Large Missile Test per FBC, TAS ?0194 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 "Sent:} Glass (Cleat' and �7nite) Int�erlayer", expiring on 071C14f 18. 4. Pocket walls under separate approval. to be reviewedbyDuAding official 5) Cyclic Wind Presswe Loading per FBC, TAS 203-94 3) Water Resistance Test, per FBC, TAS 202-94. 9. Notice ofAcceptance No.16-1117.01 moved to Ki atay America, Inc- for their L ABEIXI G: Each unit shall bear a pest label with the manufacture€`snarr or krgo, city, state and series and 6) Forced Entry Test, per FBC, TAS 202-94 4) Large Nfisisile Impact Test per FBC, TAS 201-94 `Tre Afolt Ultracl air, Clear and Color M Interlay'eW, expiring our 07108119. following statemest 'A4iamcti-Dade County Product Coubrol Approved, noted. herein. along with wed-W drawings and msWhtwa diagram. ofvm)4 sliding glass door, pirpared 5) Cyclic Wised Pressure Loadingpet FBC, TAS 203-+94 RUI*'IE A4L of this NOA shall be considered after a renewal application has been filed and there leas beeano by Fenestration. Testing Lab, Inc., Test Report No- FTL &'547, elated 12/04115, signed and 6) Forged Emery Test, per FBC, TAS 202-94 F. STATEMENTS change m due 1eb codene true affa+cti the eofthis aPp negatively product seed by Ortega, P. E. (Test deport reev used on =5116) with draw" aeorl insta]htiorn din of 1 slid' door: - l9 '�Y � � 1_ Statement letter ofconfomaance withFBC 56Edition 014 and FBC-64*Edition (2 } TERMN— iON ofthis NOAwal occur after the expiratim date or if there has been a revision or change in the 4. Test report an 1) Air -Infiltration Test, per FBC, TAS 2W-94 by Fenestration Testing Lab, Inc_, Test Report No- FTL 6337 {samples A -I ti ru A-5), dated (2417j, issued by M21111fachm, dated 08/14117, signed & sealed by Lynn Miller, P.E_ materials, use, andfor ma nsfactureof the product or process. Misuse of this NOA as an eadossennent of any product, 2) Uniform Static Air Presses Test, per FBC, TAS 202-94 12106!10, sued and sealed by Jorge A. Canso, P. E. (Submifed under A10A No. 11- 2_ Statement Letter ofno financial interest, dated 04/18r17, issued by manufacturer, signed for sales, advertising or any odwpurpuses shall autome canyteaminate this NOA. Fadurew crmpiy veith any 3) Water Resistance Test, per FBC, TAS 20294 0197.09) & sewed by Lynn Miiber, PE. section of eels NOA sbalibe ca aw for t nninah aandresnovul ofN0A_ 4) Lap Mmle .Impact Test per FBC, TAS 201-94 3. Leiter of lab compliance, part of the above test reports. ADIT:RTISEM''T: The NOA aunberpreceded by the words Miami Dade County_ Florida, and followed bythe 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 C. ALC2TLATIONS 4. RER Test Proposal No.17-0397_ dated 05105117. signed by Ishaq Chanda, P.E_ euppirawndatestaybedisplayedin adiw6singlitenttue. IfanypoitionoftineNOAis displayers, then it shall be 6) Forced Entry Test, per FBC, TAS 202-94 i_ Anchor verification calculatiow and structural analysis complying withFBC-2014, cl-+ done in its entirety. along with manned -up drawings and installation diagram ofmnyi sliding grass door, prepared prepared by PGT, dated 1210 4 5and last revised on OZ'15/16, s and seated by G. OTHER CIA INSPECTION: A c�opyof this entire NOA shall beprovided to the user byre manufachner or its distriaaaibuton and by Fenestration Testing Lab, Inc., Test Report No. FTL & , dated 11,04115, signed and � „y L Heiler„ P (Subtrri�led rrrrdtt �'U.4 ,'1'tt.1S I21 tR 01 j. 1. Notice of Acceptance No.15-1210:01. issued to PGT Industries, for thew Series � shall be available far inspection. at 1he job site at the re Tsaest of theBuil�g Official. neared by Idalmis Ortega, P. E_ (Pest report revised on 01104r 1;+6 and 02111f 16). .E. 2, (,�rlaz�g � with AST1�+IE-1300-09_ -5570)2770 Vinyl Sliding Glass Door (Reinforced) - LM1—. g on 04114121_ o , This NOA revises & rearm NOD A920-8429.054 and consists of tisispage 1 and evideocepaps E-1, E-2, E-3, E4, E-5 & E_ 6 as well as approval dctenmeesxt meratiosied ab+ov�. The submitted docasmeetatian was rer'aeweci by Ishaq Z Cinatla, P.E. i=iaq L e:7tamda, P E. Ishaq L Chaada, P.E. i 4 L'A / Iaiaq L Ganda, PJE. e:/> -� o Product Control .:sit Supervisor Product Central Unit Supervisor Product Control Unit Supervisor 1 N NOA No. 21-61.06.03 NOANo. 21-0105.03 NOA No. 21-0205.03 NOA No. 21-4205.03 w a� Expiration Datet April 14 2026 Expiration Dstat Apri114, 2026 Approval Date. &larch 25,201 Expiration Date- April 14, 2026 ApprovalDate: Ilarch 15,2"21 Expiration Date::April 14, 2026 y N Appros-alDate:blares 25, 2021 ApprovaIDate: 1khrch 25,2021 Pane 1 E -1 E -2 1-3 3— d s s -- co c rj E 0 PGT Industries, Inc. CGI Windows and Doors, Inc. PGT Industries, ink. NOTICE OF ACCEPT-NNI CCE: Eti'IDEN, CE SUBMITTED NOTICE OF ACCEPTANCE: EA'IDEYCE SUBMITTED NOTICE OF ACCEPT UNCE: EVIDENCE St`BhfTI TED 2. Evidence Submitted under preys submittal E. MATERIAL CERTMC ATIONS (coutinne) 3. New Evidence Submitted 5. Quanex Part Stmer Spacer Standard complying with ASTM C518 Thermal Conductivity A. DRAWINGS 0-981 BTU -in/ hr_-ft1-'F, ASTM F 1249 'TR Pass, ASIM D3985 Oxygen -Pass, ASIM E A. DRAWINGS 1. Drawing No. MD-5570.0 Rev B, titled 'Vinyl Sliding Glass Dorm NOA (LM)". sheets 2190 I.G_ Durability -No Fog --Pass- (Submitted under prrrzous AOA A•o 1 M409.05) 1. Drawing No. AID-5570.0 Rev B. tidied -Vinyl Sliding Glass Door NOA (I.M) , sheets I 1 through 21 of 21, prepared by manufacturer- dated I0,1354 5 and last revised on through 21 of 21, prepared by manufacturm dated 20A05115 and last revised on 02/01 t21_ 04022/20, signed and sealed by A_ Lynn Millet, PE_ 6. Quane x Part Duraseal complying with ASTM C518 Tberml Conductivity 2 -22 BTUami sped and sealed by A- Lynn Miller, P.E. hr: ft?-cT. ASTM F 1249 AVM -Pass, ASTM D 1434 Argon P -Pass, ASTM E Notc_ Ibis revision consists replacement of same existing installation screw with flat head- L� B. TESTS 2199 I_G_ Durability -No Fob, AS71M E 546 Dew Point Development 2(rF in 48 hrs. 1. Test reports im: 1) Air Infiltration. Test, per FBC. TAS 202-94 (Submitted under N10_1No.15-0409.05). 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 7- Vision Extrusiot� Ltd. Parts complying with PVC-AAMA 303-13, Voluntary Specification B. TESTS 3) Water Resistance Test, per FBC, TAS 202-94 far Rigid Polyvinyl Chloride (PVC) Exterior Profiles for Vision. Extrusions, Ltd --VEX- I by 1. NOW- 4) Large Nfiissile Impact Test per FBC, TAS 201-94 AAMA Fenestration. Exterior Prof De Certification Ptognum. (Submhud under NO.4 No.15- 5) Cyclic Wind Pnssme Loadingpeer FBC, TAS 203-94 0409 05) ONS C. CALCULATIONS along with marked up drawings and installation diagram of all PGT Industries, Inc. 8_ V Eire sions, Ltd. Parts complying with PVC-AAMA 303-13- I_ Notes ,6-0 representative units listed below and tested to gvalify Dowsd 791 and. Dowsil 993 silicones. (Submitted seeder NO.4 No. 15-040 ! 05) � O prepared y crews ory, Inc-, Test Reports No_. b Fr ation T Laborai 9_ PVC-AAMA 303-13, Votary Specifi�catYon ink Rigid Polyvinyl C1�ide (PVC) Exterior D. LLA1,17 A.SS[TRr� ACE Q N FTL-7897, PGT PW5520 PVC Fixed Wiridm' (min 6 in proposal), dated W0344 Profiles for Vision Extrimons, Ltd= VEX-1 by AAMA Fenestration Exte tor Profile 1. Miami -Dade Dgmtment of Regulatory and Economic Resources MM)- Z � FTL-20-2107.1, PGT SGD780 Ahimim nn Sliding Glass Door (unit 7 in proposal) FTL-20- Ceitiffea�tion Program 2107.2, PGT CA740 Alum. Outs%* Casement Window (unit 8 in proposal) FTL-24- 10. Notice of Acceptance No. 19-1217.1.4 issued to Energi Fenestration Solution, USA, Inc. for E. ALATE.RIAL CERTIFICATIONS M 2107.3, PGT PW7620A Aiimoinuin Fixed Window (unit 9 in proposal) and FTL-20-2107.4. their `Tern 3040 & light shade (non-whbe) Altite Rigid PVC Exterior Extrusions for I_ Notice of Acceptance No.19-0305.02 issued toguraray America, Inc. forthleir > PGT PW7620A A umhnm4 Fixed Window (unit 10 in proposal) dated 07/13/20, all signed Windows and Doors", expiring on 02A4.21. "Trosifolt Uhraclear, Clear, and Color P`B Glass Interlayers', cq*ing on 07•e08J24_ C)and sealed by Idalmis Ortega. P.E. 11_ Notice of Acceptance No. 18-0122.02 issued to Energi Fenestration Sohitiom, USA, Inc- fir 2. Notice of Acceptance No.17-080&02 issued toKurara4 America, Inc. for their their series "White Rigid PVC Exterior Extrusions for Windows and Doors'', a xpuing on '"S'entr Ghst (Clear and %de) Glass Interlaymri", cgmq an 07/003_ � C C. CALCULATIONS 1. Anchor lion calculatiocis and structural analysis, conV4,mg with FBC 71k 0228123. 12_ Notice of Acceptance No. 20-0203.03 iss icd to Ene qd Fenestration Solutioat, USA, Inc. for 3. Notice ofAcceptance No. W1106.10 issued to Vision EMusiatns Limited for their "Brown Coated (Painted or Laminated) White Rigid PVC Exterior Extrusions for Windows O CL Edition (2020), dated 04122024, pepated by rnamotfacttuer sad. and sealed by their "Bronze & light shade cap coated �i' ifte Rigid PVC Exterior Extrusions for and Doors", egg on 09130124. s.� V Anthony Lynn Miller, P.E. Wendows and Doors", expiring on 04/16r?5. 4_ Notice: ofAcc:eptance No.18-1106.11 issued to Vision Fxtnt�*�s Limited for their series � � Z c with ASTIM E 1300-04, -09, -12 and -16. Grazing "AT- 1tdQ0 Tan 202 and lighter shadier (1�ian-iVhb+e) Rini Cellular PVC Exterior -� D. QUALITY, iii' ASSURANCE F. STATEINIEN''S Extrusions for Widows and Doors", expiring a n 12/29121. � O Miami -Dade De pa tmt!nt of Regulatory and Economic Resources (U). 1. Statement letter of conftxmance to FBC 7* Edition (I020), dated 04r22/20, issued by s_ manufacturer, signed and sealed by Anthony Lynn Miller, P.E. F. STATEMENTS E. MATERIAL CERTIFICATIONS 2. Statement letter of no financial interest and of indepen>de w. issued by manufactuf dated 1_ Statement letter of conformance to FBC 7& Edition (2020), dated 0MV 21. issued by \` O 1. Notice of Acceptance No.19-0305.02 issued to Kuraray America, Inc. for their 04/1820, signed and sealed by Anthony Lynn AFiI1cr_ P_E_ matinfac4urm. signed and sealed byAnthony Lynne Miller RE. � "Trosi#ii>!t tlEtraclear, Clear, and Color PCB Glass Interiayers ,expiring on 3. Private Labeling Agreement document between PGT, dated 0330115 and signed by all 2_ Private: Labeling Agreaut dated 031008t21 between PGT Industries, Inc~. and CGI 07/0&24_ in-whedparties,Windows and Doors Inc., signed by Dean M. Ruadr, P.E., V.P. Engineering, on behalf of U m 2. Notice of Acceptance No. 17-0S &02 issued toKurarar America, Inc. for their "Son"rGl bothcornpanies_ t (Clear and Alute) Glass Interray ems°°, tag on 07 123. G. OTEWM 3- Notice of Acceptance No. 18-1106.10 issued to Vision Extrusions Lirm led for their "Brown I- This NOA revises NO -AN 17-0420.06 ON'I'w1CGI) and updates to FBC2020 (7*Edition), G. OTHERS � a - Coated (Painted or Laminated) V like Rigid PVC Exterior Extrusions expiring 0412M21_ 1_ This NOA revises & renews NOA# 20-0429.05 (PLA w/CGI), expiring 04114126. f" Windows and Doors', expiring on 0930/24. 2- RER Test proposals #i9-1155 dated 01/101-70 approved by Isbaq L C panda, P-E, egg 2. The current associated PIA CGI file. #21-020.01, expiring 04/14126. O L CU 4. Notice of Acceptance N o.18-1106.11 issued to Vision F s Limited for their 0411421 series " VE 1000 Tan 202 and righter shades (Non -Mike) Rigid Cellular PVC _ j r, t.w � � Z 4,e„ � � � � �� i� Uj 2 � Exterior Extrusions for Windows and Doors". expiring on 12129121 _ I s ( : / �� � . i Idhaq L Clianda, P.E. Ishaq L chauda, P.E. z J IA&q L Chanda, P.E. Product Contrni Unit &wersisat' Product Contiai Unt r Z Product Control Unit Supervisor NOA Na. 21-0205.03 NOA No. 21-45 Q NOA No. 21-0209.03 Expiration Date: April 14,2026 Expiration Dade: April 14,202E � Expiration Dare: April 14, 2026 Approval Dates hrarch 19, 2021 Approval Dada: March 25,:#.,1 � Approval Darr: March 2S, 2021 E -5 1-4 E -t SHEET NO. May27, 2022 PA 13 3 — L- I - 1 C_ CIO MIAMM[ M MIAMI-DARE COUNTY PRODUCT CONTROL SECTION 0) CL � '0 O Cast -Crete USA. LLC Cast -Crete USA. LLC Cast -Crete USA. LLC CU -0 CL DE®• NT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11905 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: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED .� U O U — NOTICE OF ACCEPTANCE (NOA) www.miamidade.sov/economv 0 U O O 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.Q3 -0 � i ;= N Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS 0 15 O Seffner, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details ", sheet 1 of 1, 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details', sheet I of O CD CU prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled ", " 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. „ 1, dated 03/24/03 and Drawing No. LT4612, titled Cast -Crete 4' , 6 & 12 %,— O CU `0 > � O > SCOPE: "Cast -Crete 4 6" & 12 Lintel Safe Load Tables'; sheets 1 through 3 0 3 prepared b g f . P pa y „ LT4612, titled Cast -Crete 4 , 6 & 12 Lintel Safe Load Tables , sheets I Lintel Safe Load Tables , sheets I through 3 of 3, last revision dated 06112114, all -— N OL This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28, 2003 both by Craig Parrino, P.E. through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last prepared, signed and sealed by Craig Parrino, P. on 08119114. Q • — U O cv The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed revision dated March 11, 2008, all signed and sealed by Craig Parrino, P.E., on CD ~ U) Q Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22, 2012. B. TESTS '� '— (�) 1. Test report on flexural testing on 4 ", 6" & 12 " Precast Concrete Lintels Filled and 1. None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfdled Models, total of (13) concrete lintel specimens, per ASTM E-52 9- 94, prepared B. TESTS C. CALCULATIONS Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and 1. None. 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Hamon, P.E. C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sea sealed bby Craig Parrino, P.E. 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 C. CALCULATIONS 1. None. D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). fails to meet the requirements of the applicable building code. Parrino, P.E., signed and sealed by Craig Parrino, P.E. 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. 4 2. Calculations or Cast -Crete Lintels, dated 05129103, 140 pages, prepared b Craig f P g P P y g E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane P PP gn P Y g tY Parrino. P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS 1. None. Zone of the Florida Building Code. 1. None. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", b" & 12" 2002. 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. Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last 2. Cast -Crete Quality System Manual far Prestressed Products dated 2002. by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet I of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled '; 1. None. B. TESTS County logo. sheets 1 through re b "Cast -Crete 4", 6" & 12" Lintel Safe Tablesf 3, e g 3 0 prepared ared Y 1. None. Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS 1. None. 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS 1. None. D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). mi any section of this NOA shall be cause for termination and removal of NOA. 1. None. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). 1. None. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County Building Code Compliance Ogee. be done in its entirety. E. MATERL4LL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- ar shall be available for inspection at the job site at the request of the Building Official. 1. None. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. 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 Hehny A. Maker, P.E., M.S. elmy A. Makar, P.E., M.S. Pro uct Control Section Supervisor Pe elmy A. Maker, P.E., M.S. Pr uct Control Section Supervisor �elmy A. Makar, P.E., M.S. Product Control Section Supervisor N C1_ W d NOA No. 2040630.15 NOA No. 204)630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 o a :55 o M Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 M m N of1�2olZo2o Approval Date: 08/20/2020 Approval Date: 08/20R020 Approval Date: 08/20/2020 pp Approval Date: 08/20/2020 �� Page 1 E-1 E-2 E-3 . .N � N L H a c., 3 = y ; ° 3 m ` c.r a. � c o C= N E. E LJ 0 Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS B. TESTS 1. None. 1. None. C. CALCULATIONS C. CALCULATIONS 1. None. 1. None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). L By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. 1. None. }, F. OTHER F. OTHER 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- U) Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- �� M > A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. 0 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details" sheet I of L- 1, prepared by Craig Parrino, P. E., dated March 24, 2003 and Drawing No. D Q LT4612, titled "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables', sheets I O 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 i— -,~ V January 22, 2019. B. TESTS 0 1. None. C. CALCULATIONS 1. None. 0 D. QUALITY ASSURANCE ♦• J M 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). M E. MATERIAL CERTIFICATIONS =:3 Q 1. None. F. OTHER 1. Article of Conversion for a name change. O w e my A. Makar, P.E., M.S. C7 Helmy A. Makar, P.E., M.S. Q Product Control Section Supervisor Product Control Section Supervisor Z NOA No. 20-0630.15 NOA No. 20-0630.15 Z Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Q Approval Date: 08/20/2020 Approval Date: 08/20/2020 _J E-4 E-5 a_ SHEETNO. May 27, 2022 PA 1.4 - - _ ' -- I I - I— _ _ I I_ - l -- - :--7 i L E_G_O INc. TiLLrr TESTING & ENGINEERING COMPANY WAT.TRR A. TTLLLT, JR., P.E, 1,11, aol.crnn rL ,, Lb S xn.4RT47 n CATi,—No.0006719 PRODUCT EVALUATION REPORT REPORT NO.: 20-0728.01 1 DATE: July 28, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Products LLC. 4800 S.W. 51 Street Davie, Flodda33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Tilsit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61G20-3, Method 1 D 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 bast equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect Its limitations and conditions 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT (P.E.D.)* Drawing No. 20-176, tided "20 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 26 of 26 prepared by Tilteco, Inc.; signed and sealed by Waiter A. Tillit, Jr., P.E.; dated 07/28/2020. This drawing Is an integral part 4ffi>#Is Evaluation Report, ``�`��ti�r R A: r/�Z jT%, _ : ' �tCENSI :✓�'% =�/ . -• No. 44167 z y°'"' 1,.'lap DP :�' 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530-1I97i,,Pf1 iVI , %;41 PRODUCT BVAt. ATIO®T] N BEN! 1G;1O. 2Q_4ULDt 2 2.2. TEST REPORTS: Large missile Impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc., Reports # 96-569 dated 08/0911996, #96-570 dated 0911811996, #96-T30 dated 09120/1996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 0411611998 and # 2126 dated 1010511998 witnessed by Gilbert Diamond, P.E. and Report No. 0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E. 2.3. STRUCTURAL ENGINEERING CALCULATIONS: On 20 Gage Galvanized Steel Storrs Panel for maximum panel length vs. design wind bad, as well as maximum anchor spacing vs. design wind bad and panel length based on rational and comparative analysis, and in accordance with section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 11/03/08 and 03112115, signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile Impact undersection 1626 of the Florida Building Cade, as per TAS 201 Protocol. 4_WIND LOADS RESISTANCE: 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall boas Indicated on she ets 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, 11, 14, 15, 17, 18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.), drawing No. 20.176. 5. 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 c erTt (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. d (P.E.D.), cawing No 20-176. MIMIIININI A'okti k k; T1C1#t , -T =a`"3X. \GENSe /'?'s5�- _7 -T 7 * Te o' F/ l0 €, c 0R �r °nor. , %.. EN6`�ma ",,,IlNillllul00 NOTES:GENERAL 8.3) N CAM THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND ON THE a", PER EXISTING WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE "No SUCH PANELS STOWPANEL SHOWN ON iw5 PRODUCT EWLUATgM DOCUYENr (P.EO.) HAS BEEN VERMED FOR COMPLIANCE N ANCHORAGE SHALL BE AS MENTIONED N 9.1) NO N 8.2). ACCORDANCE WITH THE 2CI20 (7N EDI11dR) OF 1KE RCRDA BUNDINO CODE (C) TO EXISTING WOOD (ItlN _y<Pr�[.=.N7'I G . OS5 1M11_t - 1/4•• TAPCON ANCHORS. AS MANUFACTURED BY I.T.W. BU"O". INC. MAID LOWS Scull DETERMINED MENTIONED CODE - /14-10 PANEINATE FEMALE 10 AND PANELMMTE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUIcnow PRODUCT-. PER SECTION 16200E THE AEOWSHUTTERS FORDESIGN REQUIRED THE R WILL. TBE INSTALLED AND _ 1/4•• LAG SCREWS PER N.D.S. FOR A WIND SPEED AS FACTOR 7-T6 AND SHALL NOT EXCEEO THE MAXIMUM (AS.D.) FACTOR Kd-O.D USING K4 0, THE JURISDICTION 7NM WHERE THESE S1NT EXCEED FOR A OIRESSURE TSG7 RA _ 7/18'6 K 5/8' WOOD BUSHING, AS DISTRIBUTED BY ALL POINT SCREW. BOLT A SPECIALTY CO. DESIGN PRESSURE RAiNCs SVDICAtED ON SHEETS 7 THRU 12. It. ,S, 16, 19 A 20. N ORDER To VER6`F THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOAD' DETERMINED PER ASIDE 7-16 C.1) MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL BE 1 1/2- AM 2- FOR ELCO PANUANTE PLUS SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOWS B MULTIPLYING THEN BY 06 N ORDER TO AND PAWL ALE FEMALE ID. COMPARE THESE W/ MAX. (ASD) DESIGN PRESSURE RATINGS INWATED ON SHEETS 7 THRU 12. It. 1S. 16. 19 A 20. C.2) M04MM THREADED PENETRATION OF LAC SCREW. INTO THE WOOD FRAME UNIT SHALL BE 1 1/2•. NO THREADED N ORDER TO AETWY THAT ANCHORS ON TM PEA, AS TESTED WERE TROT OVER STRESSED. A 33R INCREASE N ALLOWABLE PENETRATION INTO STUCCO SHHAIA B CONSIDERED AS PART OF TIME REOURED THREADED PENETRATION. STRESS FOR WIND LOADS WAS WL USED IN THEN ANALYSE. FASTENERS SPACING TO WOOD 105 BEEN DETERMINED IN ACCORDANCE WIN N.D.S. 2018. C.3) MINIMUM EDGE DTMICE OF LAG SCREWS. INTO WOOD SKILL BE AS RADICF.TED IN THIS DRAWING STORM PANELS A13EOUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED N ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER HURRICANE ENGNEERNG A TESTING INC. REPORTS 96-50. 96-570 A 96-T30 AND C.4) N6pIUA PEWIFIATIDN OF WOOD BUSHING SHALL BE 5/a• 1/4• 0-20 SCREWS USED 4W1 BE I 1/2' LONG MINIMUM FENESTRATION TESTING W. INC., REPORTS /2032 A %2125 . AS PROTOCOLS TAS-201, TAS-202 AND TAS-203. SHOULD STUCCO EXIST, AND 1• MINIMUM FOR WALLS WITH NO STUCCO. AMENDARDS. TEST UIB OF SOUTH FLORIDA REPORT /Oit9.01 -09, AS PER 7A5 201, TAS 202 MILD C.5) N CASE THAT PRECAST STOW- OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING AS WELL STANDARDS. TAS 20J STAAIOAIDS. 2. ALL ALUMINUM EXTRUSIONS TO BE 8063-T5 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTEO)� SEE SHEET 2. �• 5L BE BE LONG ENOUGH A REACH C MAIN STRUCTURE BEIWIO SUCH PANELS. ANCHORAGE 5NM1 BE AS N .1 1 A c.s MENTIONED C ). C ) ) 3 ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-HI4 ALLOY. (D) ANCHORS SHALL B INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 4. ALL STEEL SHEET METAL PANELS SHALL KAYE STRUCTURAL OIAUtt STEEL. ASfM A-633 GRADE 50 MINIMUM, 0-00 8. PANELS SHOWN ON SECTION ALSO BE PMALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWSECTION 3 THROUGH 10 (SHEETS 4 GALVANIZED STEEL DESIGNATION W/FY- 58.5 AM (AFTER ROLLED). THROUGH 6) EXCEPT THAT WADERS 2 A Q) SHALL NOT BE USED. 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AS SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WEEK SHUTTER lS TO BE ON SDDIB R/ 50 bi YIELD STRENGTH AND 90 M4 TENSILE STRENGTH A SKILL COMPLY W/ FLORIDA B110.0//t CODE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR WOOD FRAME SECTION 2411.3.3.4. BUILDINGS, 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AISI 304 SERFS STAINLESS STEEL, WRIT 36 Wi 19wMNN YEW 10. EACH REGULAR STORM PANEL WITH LENGTHS OVER W-8 THROUGH 12*-4'. AS PER SECTIONS 6. 5. 9 A 10 AND ALTERNUNES low. STRENGTH. Be A IOR ON SHEETS S, 6 A 12 RESPECTIVELY: BALL HAVE A LEGELE AND READILY VISIBLE MARIONO INSTRUCTING OWNER OR ANCHORS ANORS TO WALL SHALL BE AS FOLLOWS. TENANT TO SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PEROOS OF KURRXAINE WARNING. (A) T�1,2,jiB8L,p{1{Nr]LCONCREIE. i 1. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHVfTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS COHTACT WITH - 1/4'0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BVIIDEX. INC. (MI,. rc-3192 P.ai.) THE BUILDING TO PREVENT WIND/RUN INTRUSION. - 1/4- .. 7/5• CALK -IN ANCFIORS, AS MANUFACTURED BY OE18ALT WC. (YIN. FF-3000 - 1N4'• . J/4. SOLID -SET ANCHORS. AS OOSTRBITED BY ALL POINT SCREW. BOLT A SPEdALtt CO. 12. STORM PAAIEL INSTALLATION SKILL COMPLY WRIT SPECS NOCTED IN THIS OAMMNG PLUS ANY BULDING AND ZONING REGULATIONS DISTRIBUTED SPECIALTY PROVIDED BY THE JURISDICTION WHERE PERM" IS APPLIED TO. - (Lon. J000 P.uJ J'<PMELMATE - 014-10 FEMME ID A PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. 13. (a) INS PRODUCT EVALUATION DOCUMENT (F-E-0.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION I'P-3350 (MIN. Pa.:.) FOR A SITE SPECFO PROJECT: i... WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. - 1/4.0 CF TAP -GRIP ANCHORS. AS MANUFACTURED BY TRU-FAST CORPORATION (f' -36C0 R.•-i.) (I) CONTRACTOR TO 1£ RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING UFE SAFETY Or THIS PRODUCT A. 1) MNNNYu4 EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE , J/4': 2• FOR PANE1MAlE FEMALE CONCRETEBASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CoN01ION5 DETAILED ON INS DOCUMENT. O AND PEMKOME PUTS AND N INCH FOR OF TAP-GRIPPOURED CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. A2) CALK-W A SOLID -SET M04M SKILL BE EMBEDDED 7/5• INTO THE POURED CONCRETE, NO EMBEDMENT INTO (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. STUCCO STALL BE PERMITTED. 1/4• 0-20 SCREWS USED SHALL BE 1 1/2• LONG WOMAN SHOULD STUCCO EXIST. NO 1• MINIMUM FOR WALLS WITH NO STUCCO. AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD. (d) SITE SPEC■IC PROJECTS SHAL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR AKWrm WINCH WILL BECOME THE BUT WITH WING NUS. ENGINEER OF RECORD (EO,R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF 114E FIXD. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS. STUCCO OR WOOD BOARDS BE FOUND ON THE P.E.D. ENGINEER, SILL SUBMIT TO THIS UTTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. EXISTING WALL OR FLOOR ANCHORS STALL BE LONG ENOUGH TO REACH THE MART STRUCTURE BEHIND SUCHPANGS. ANCHORAGE SHALL BE AS MENTIONED N A,) AND N A2). (e) INS P.E-D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSINAL U46M R OF RECORD THAT PREPARED IT. (a) TO EXCMOWT rrvrRATE Bt11CK WML ASTM C-90: 14. SHUTTER MANUFACTURERS UM1EL SHILL BE LOCATED ON A READILY VISIBLE LOCATION M STORM- 1/4' TAPCON AHOHNOTtS AS YAWJFACTLNED BY 1. T. W 81A10EX, INC- PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE, ONE LIBEL - 1/4• • . 7/0• CNR-N ANCHORS, AS MAIWACTIRED BY DEWM.T INC. (MIN. I'c 1500 P.•+) SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECIION 1709.9.2 OF THE - 1/4'• X 3/4• SOUD-SET ANCHORS. A5 DISTRIBUTED BY ALL POINT SCREW. BOLT A SPECIALTY CO, FLOROA WILDING CODE. ("- F -1800 P.a.i.) - `14-10 PMRELMATE FEMME O AND PAHMMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCnON 1}IS DRANMif� STALL ONLY BE U$ED TO PRODUCTS (MN. V -2071 P..I.) *WtNII OBTAIN PERMITS IN THE STATE OF FL.ORIDA - I/!' • OF TAP -GRIP ANCHORS. AS IMNUFACTURED BY rRU-FAST CORPORATION AA"", A. 7J� Pam ... - - . , FLORIDA BUILDING CODE(1,09h velocity Hu one Zone 0.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS, ELCO FANFLMATES AND CP TIP -GAP AlICIIOR, IN10 ONE .•'' VC 13LOCX UNIT SHALL BE 1 1/4•. . :' 'moo `%. 0 'K 20 GAGE OALVANM STEEL STORM PANEL FP' ' : NO. •T pWN F 4 167 I 8.2) CALK-N A SCUD -SET ANCHORS SILL BE EMBEDDED 7/5' INTO THE CONCRETE BLOCK UNIT. NO�� -- ° " INTO STUCCO SHALL BE PERMITTED. 1/4' 0-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM . .GLOBAL PROTECTION PRODUCTS, U.C. DAME. ':, EXIST. AND IMINIMUM FOR WALLS WITH NO STUCCO. ', STAi OF - � iL -- s1 slxn O RM. ]MAN R Y iA w•! IIOO —ANY 1Y MOR: (NOATW-76y FAL 051)Fp.-°T7 20- (7B �'•Ly�'�CAAyP,'•. ?OR OP• ,.: . aW m-,m aru m-m, _ - EA:P A : ILLN 1FLORIDA' '�Iss/ONA Wa3oR P.E. 1 yQT 1 Ir g PRObj)C7• EV A•N VATEON RFtw R1 NO 2%C= of 3 MATERIAL CHARACTERISTI-C AND SPECIFICATIONS: 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, or Product Evaluation Document (P.E.D.), drawing No. 20-176, 7. LIMITATIONS AND CONDITION3 OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 prepared byTilteco, Inc. and signed and sealed by WafterA. 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 sMicture6. Product Evaluation Report prepared by Waiter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida CA-0006719). =zy�Q�� �GENSF �� ^ 44167 _-I`�— 's %�?,eno- p STATE OF :'SI /—I s- ... WRiv *"a�r`a y, Fs....... 11.` G� �'q,�M tONAof i "E, %M•`` WATV.L D:I TILTECO AOMON RECORDS III. E. REPORT.20 L GLOBAL PROTECTION PRODUCTS, LLC 120 GAGE GALVANIZED STEEL STORM PANEL\ DRM N 20.170 %REPORT B 20-OMOI 1 L �CO�ic. TILLIT TESTING & ENGINEERING COMPANY WALTERA. nLLU,, M, P.E. tilteoD@"I.CoLn PRODUCT EVALUATION REPORT .,P.R T.I—NM 41167 FLf;.A. Li— V0. •1J06719 REPORT NO.: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protection Products, LLC 4800 S.W. 51 Street Davie, Florida 33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report Issued by Wafter A. Tilsit, 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: 11. PRODUCT EVALUATION DOCUMENT (PIE�D.1: Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL% sheets 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E.; dated 0712712020. This drawing is an inteR'W�y ��11'��,jhis Evaluation Report. ` ", -' X ' .. 1/,P'%, -- P!--"" \CENS, ', /$ _ �'-�41167 /','/4� / it STATE OF /- r' s,?c--• FtORiDP.• ::;`v',. 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871- COMPONENTS. FOR REGULAR dE LIFE SAFETY STORM PANELS (SCALE 1/2-1' _. __. -------- 15.196' (TOTAL WIDTH}--.-_-.__ ----- .._._. .-_ ._ _. -.-15.196• (TOTAL WONT)- - ----_-_. - .-. .- _..____-12.500- (EFFECTIVE SUM) -- alp' -- ---_ 6.250•— - I r r,.311l0 ----- 71.3I5o•-�--T.3I0 .'�. 50p• / ! 'S ,^� > i .--1.360'--, ,'� 0.036• MAIL 11KK 1.3 90•-- `� I `.; Sv T. ( / 1 .�„F• ASTM A-683 f ' /" 9 ` // ® •, 2.651'-4 1`..�2.E5r KN S 6 � , 1'.! r / ) G-/q0 GLV. / 2.aoo' - 11'a �� TYP.. ., ` T DRAM dT / 2.000- GRADDELL A� e0 GMWOINAN LBiMLHr / - - - - - - - .41.6 -' -11.3k- I.Ao• % "An. - - 6.250' 1Q STORM PANEL a END STORK PANEL 2.te7' -- i 2r ---.-..-'--- -. • 17501 - 2.157' - 2q ,4AK15 DO LW ••.. ...- i 1.250• .100' JIG' .125• �..750•.- � 6ER45 ig,;& •125' -_ __ __. ` ,- L_L�'� �,r '_ ■-•av 1 1 i.. ,fTijrr as ro , 1 W NfMM'D EDGE. ., jQSES�AEIEL / -i 0. 1 -70 SIUO t•VETEDTO BIND!;I 3.375• i .093' _ .093'.09Is 2.000• ,.500'1 1.500' t t2s- .939•.930' `'1{�).250'p .'2.i2S' l...lj'{i...l 1.: )�=4-_ __ ..I `- `' R a .375 L- 125'--. T �1.500•� I ft. - 3r< s• M•:.-- ---- -,---1.5m.-- �_- �j I,�,,,,ISOMETRlC L ,, y' In" VIEW DETAIL A L- 3C ROUNDED CORNER a ENDS OF PANEL'S 2000• END LIP W� EDGE. (�)`h' HEADER O3 `U` HEADER 4O ANGLE (4�A ANGLE WITH STUD ® ANGLE WITH .HEMMED REVERSE STUD I -. _.- --( SCE I HE OEf. 1/14 A 1/H .374' F-� I TOP EDGE .006• .37l-ow ..-;.750• - ' i.leor vMMEt �f, e6 h +- Flo _j Tn ,/4 F 2a 304 SEMIS - I--M.3n, L 3� . ( --- 640• `3.5. STUD RATED TO ,.4ort.o,625' .375r r NWAE a ,2 ,/2• D671'I___'�• ; 1.343' R062• i.671' \` T.500• fjS/NnO'P �I, 'YnW 1.0T5•' 3 HOLE loll .093• , -EY[RY OCATION AO,lRM _.-�.7.00o PIANEL OKEY HOLE WASHER -- 2.000 -- - ) �.063' © `F` TRACK ANGLE ® aj f 6W `r TRACK ® FLAT PLATED Mto" WITH STUD : .. Ir LONG 3• 3:'�GENSL+••ASN't 0.036- (MIR) .-.094• Lr_ ---GALVANIZED sm.-`'_ - 11_ _ _._T �Pk. Tf�375!-�.i36.9 .e75.9 —i • N0.441A67_ 3 _ _� * ;• * * FLORIDA BUILDING CODE h V•IOG11 Hurricane Zone --- �_ -083y � - NICKEL -tp aF IMMAT. STATE Wmio TILTQ•. INC. FP. V%*-_ L.. '.� ' .,2s�p��.i887�s�. T WINO HLT 0 �' : '� 20 DACE GALYAIOZED STEEL STORY PANEL a,l,,, ei Y HOLE •. 2.�0.. ' Fg T ///rNN IxOSAI PROTECTION PRODUCTS. I.I.C. 07/'um'6 AT PANEL ,1119//„ 1Q - `- - - `� • P L E 4m 1.W. 6, 90WET WIAL i'=T' c -2`X7WX ®1,4W ALMOaTA41Y. USE WINO NUW/NR p,//• �T�(% DIAW n 33314 ALUMINUM ANGLE MONOLITHIC wAasRl W/ ADOITOnv v fIR L Y A . iP AiP A R MM n 0 E (a.)w9 T6AW FAY: (9a)ew eT9T 20-176 .A.. O.e S,-+o, G-`OOO6Ff`,i r AN r r 13NA•.N AAA' • 7/8"h3/32' M/HM (SANLLSS STVL M IRG!!n PLAYED 57EII). P !N./aPMiAIW,/OAR WL1ER A nUr A. PE aY't 3 W r PRODUCT EV At. 'ATTON RKPORT NO 20:6727.02 2 2.2. TEST RE PORTS: 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. Mehner, P.E., Soriz Moroz, P.E. and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 26, 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. SCM-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. 1OKM-1318, dated December 1, 2010 signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. 2.3. STRUCTURAL ENGINEERING CALCULATIONS: On 24 Gage Galvanized Steel Storm Panel for maximum partial length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tlltsoo, Inc., dated 12/18/10 and 08/27/13 (for this revision), signed and sealed by Waiter A. Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Lange missile Impact under section 1809,1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. WIND LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10,11,13 thru 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous, storm shutter assembly, as per SSTD 12-99 Standard. ��Y`,# 101111111M My, c 7 7� * 67 .7k 4tr j -a'' STATE OF Q z' 9�F F/ORiDA ,r�-4: D.M.�, ,FQ�; �, �/ ). (µ ), O t ®' D.M..®,(@- 4Q.+ ( +),& / ,/4' ' MAX. GAP 1/4, 2/4. 3/4. 4/4. 5/5, 7/5, 1W/10, 2W/10, 3W/10, 4W/10, 5W/10, OW/11 BE 7W/11 ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS 8 A 9-- FOR WOOD SEE SECTIONS ON SHEETS 10 A 11 O17 1 �* PRODUCT RVALVAU0"JZQRLWUQA2= 3 5. INSTALLATION: 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. B, 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 CONDITIONS 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 byTifteco, Inc. and signed and sealed by Walter A. Tilld, Jr., P.E. 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code: 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. TRift, Jr., P.E. (Florida License No. 44167), President of Tllteco, Inc. (Florida CA-0006719). wATILL D:I TILTECO ADMON RECORDS I P. E. REPORT GALVANIZED STEEL STORM PANEL l DRVWG IF 20-17 r- -T---r-?-t-T-• T---T--T---r-•r- -r--r r T i_--r-7-T--1--T----t-T--7_--T__T_ -. - _ .r--__..I I i - - - -1-- r' -----I-i_ ; �: -.- -_-1_ - i - - - - Ea � - r .. _ -1_.I _. _ _ . € fi ,�� �1�I r UNBOLTED PI r:-., BOLTED PANELS W/ //H-2D.1'_ I (SEE SECTIONS AS ") $.S. M.S. BOLT W/ 7/r . 3/32• :, APPLICABLE) WNGNUTS O FA OVERLAP I I f AS F _. _�_l�_1 __j F'__.1. I 1-L __.1.._ _ ::ALL. LC�-.I APPLICABLE) Fa 1wi- _ _i i - _- _�._ .r- .�_ T.J i._._i _T-. -.—F- -- ED 1 1 I - -'- - - ,' o 0 0 0 -_ . _ 3 A -- �, wxM -- 1/4, 2/4. 3/4, 4/4, 5/5. 7/5, --3. 1W/10, 2W/10, 3W/10, 4W/10, 6/5 5W/10, 6W/11 a 7W/11 _-- - ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS B A 9_,--------__---_-- ._ , --. FOR WOOD SEE SECTIONS ON SHEETS 10 A 11 REGULAR STORM PANELS n A & ELEVATION N.T.S. 0 2.6r 1/4- Moe. GAP (r1 O,EaAP -1 WADE SOUN =.I -6•-W CD a) = U) L_ —Cu �{i a) �--0 U _0 Q CL 0 = .0) Ca U N 0- Cn - a) CU -0 0 -0 _a i C 0 — L a) C6 0 0 C6 LL- p CU > Cn .— 0 CU Q �- .c Cn -0 .- Cn Q Fr No I� I "I -� fV '= O_ a' 83 V / O LE o Uor- C r- I K ; WW_ 4- M v7 -O o tV -C N a, ..Cr y OV to Y 3 N I ML r C (" G � -0 = 3 Rs, M C6 = 1, 0 My C O 9 EO T a E: O u w INSTALLATION DETAILS FOR REGULAR PANELS a tit a END t3.O= OEULLS FOR INSTALLA110N IN POURED OONCRM INSTALLATION DETAILS FOR REGULAR PANELSCi do (a INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES CONCRM BM OR MOOD INSTALLATION DETAILS FOR REGULAR PANELSn1 & Q - OR FM■LMATIE FDAL[ a i\\\\ r/+• . s9 VAUD FOR RMM LIFE SNM AND E Z HANG STOW PANEL ST'SEEht INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES INTO EXISTING POURED _CONCRETE OR CONCRETE BLOCK STRUCTURES ..For ANdgln r . rE nua 9R a w AwO ate, tAnMf��3'�"' ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEET , (SEE IMCPAE ON sGIFDUE ON SHEET a A 0) s1aTs a HROLXAI S) 1'+-,-'• -. 1 CDYCRETE pQL�ED CONDRETE PQL6Ep CpKAETE-------- FOR w00D 5[F SECTORS ON SHEET 12 CONCRETE ANCHORS 78"moupIS) `; �_YM. - r _ 0RCM,C■kTE (FIACX-_ DYCR TER RE eLOCR - -CL .4% Sod( 2 6.F• 3• Y•F,jsou"ON9) SHEETS I D >HaKA, 9' .1 E.D. 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I J C0 EPOu11CD I D. 1 I> ,/I• ac 1 //: 1 • 7 . �� ' i i -- CONCRETE aLOCK '' •" I MAN SAW • I I CONCREE OR - CONCRETE TRACK �. -- . _ 1 r ,// 1 .r �;,., e�-- AAAr I 1 50R i - - a A 1A BNt" 3''Me..`'/ - ///- p�,NW Om� O�g� Y �M... -D.ILA A01I86A0 ,- Mtn.' C}`)+ REouREO ; ,3 ,R' ITC, r� I _-_ - - --F MEdI BlDC1c REgJ1ED. �. I E.D. j /`--� rf r °�irt� r-'OIAY S� RIA� -1 OF 1' YMS -1 ypL ®oR® (D C-/--y ,.� I 1/2' I i/2• OISTRN9 POURED �MI`r'$ DF l• WAY OF ,• ion.f 1 1' 1 , - i - :: C C1.r1 j `l o . ` L 1 CASE C f PLAN) . , _� MAX INLT40R5: FOR ,bRpk7E S[E SCIREDIAE ON 514EET 4,\�'-,•YiR� E 61Ad� 1 ; ,.�[:. ., YAR _._..FOR wDOD SEE SECTORS DY SHEET ,2J311 +9' I y' EX1s'rNc ' y/"y-„�U - - sdWE 3/,6.,• CASED LAN <c.. -11 - ..L..'7 .r -- . J E.D. v �E�� �..> DOMICWCE AIIGdlS ,; 7 Ge4 LONCRCI[ AKlORS L---f.o. ♦ 4W tOMNOLT[ M+OO16 ;' > F' 4 1 ! CONCRETE BUCK / r ""in W 6 R. .. �� OWE 3 ,6-r' EL >� MI L ; E.D �REGULAR STORM Rs, SA000® ■/ CRUD as,. Rio I= SO GIL" OTT"- w. (� SWEOME a- - RWa • , 9APc. n WRITE ''ROB_ \� IA/r !I a• I WEWNED. 1 2• R/q37/ Wm Ir ���qp� s RWRwNM P a�EEB e> aN e) ® O ails 6 THIRoucn S) aMEEn a sepal p � 63 THROUGH aH 0) tM. • o.G i F ,W %cur j . , y/ W"_ MR \ \ I MgIR� �dM 0 RHs� .. f0 /% a4 r -----.-L---J 1/4' M O. GAP IM _ _ ___..__ -_. J i (� ._T 4 A I.m NW. •MIIiW •••I - sr �f� Me M1m, • r2 I SCLLE 3/32'.T 0 I 14 " Oil IF TAP- W (SQ a}EpAE ON __- \\` \ _ \ - - - - - T I - -r (aaEttam ON a ■ETs s n•Nou6 p % .-- s _ R L ? J ,soo' �R - - -L -'2-e� FwaLE MaLEr) All grWALL. M CEILING I MOUNTING H itCE 11/4 1 4-P-2o.3/4• Ss. BOLT j J2WCU a- - __-- __ ,-- - _ -} ® -- SECTION I SECTION 7,/ WALE 3/8-1- 1 SCALE 3/8-1,SCAWE 3/6-1' �� SGIE ]/MI' TIWWIO we" • won ._.._(ea 90HEDIAC ON U ---- -- Apt ,A♦y,p�p� I. __ -. r 'l-- '__ ""` _ 0O ""A` r,0M6RER MX3AORS K" ONm MNCRETE DULE ON SHEET 9) ' /!• MAX a I t -� • NEW I• WIDE . 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T '�\ � 1. , �`� sF ,;� EXISTING PouREO •••.'� FLORIDA BUILDING CODE Nth Veloc HUMeane Zone VCEN d FLORIDA BUILDING CODE M h Velocity NurNCone Zone) W WA® AWH s r. l "" ,A PoLNNAO'.' :—MSOIICNIT[,AA710Ma-- COAICLTE af"` AIFA 1■AL9• IeteHr 10 K y1; VCENFLORIDA BUILDING CODE(1,09h VNx Nu canto Zon■ _ , RR RDImIRE , , 2• rn. ODNC EIT BLOCK , Met. al AGPWr TNN / '• .2m nTIM HI'G �; � erN-TK+u_.e. No 441 BT :' '� `0m 11�D.'AL �20 GAGE 1GALVAtNZED STEEL STOreI PANEL I", REOUWM. / ._00-0,M ANCHOR I * ( * ml,o nI(eO. ING 20 GAGE SALVANEZED STEEL STORM PANEL WAN W. M MASER.. 0 3�MI.. RECLAIMED. , ,WEN•. HDWR. I 44167 20 GAGE GALVANIZED STEEL STORM PANEL NOTE FOR corAeaMalors of = s �' W. -34 . ` ; Ik SECTION X-X * E.D. -EDGE OISrANCE - Z 9''. TE Wr 1k �� nMlEo2s - * : * N•�.. 6>/a/mRe SNErMfS '""0i01� N o.• AL PROTECTION PRODUCTS LLC. /r/°°r saME 3/e., _ - - PROTECTION PRODUCTS, LLC. wE (srI SCHEDULE ON TOP t BOTT(RI MWNTINGS CAN BE i moo}--; PROTECTi0t1 PRODUCTS, LLC. PRE IL E C O 1Ne.HEEr B coMeRNEo IN ANY wAr To SUIT ANY _�__ A Due z S TE- -: ggqree �% `4<' . GRID IL E C O rile. ,.I, I.O. s, ,„a, DETAIL FtMt SPACERS rGOWRED AT TOP OR ��: 4110o I.O.6■6, $ro ) jA�I'., A tp L 1L E C O INC. .ego s.a _ R I. Z '7�;, • O, I, DUG W 3ssu .N`'•. * A AWY Is,■. FL >J.lt♦ INSTALLATION. ol•. R1D�' . ANY oWIL R 333u 20-176 Z "'+s`S/ _ NN a. w S. a .swr wl®tA R teen rr,vNE (F6MXNMf>s+R. FAX, tp•ylr-S>n 20- i 76 BOTTOM TRACKS ADJACENT TO STUCCO�W00D BANDS a AIO 3W, S• >r MA .RPM •ses, R nIr q,as: OM)s•°-76M FAx (aaXRW-R7o 20-178 F'• •. / .. WM. w. r. _ •+.R., R .-- n M-).•->a.N. I" (s)• .m Alai E -r „ RFamN A 1RLR N. PL. .w J SOME 3/e-i- M cA-IWAR . ,cur - r SIAwa N.: 'i/ 'pj, • LX•-000R7n ..I�.en I.N r Nwwc W. N. `s1 NA y{ a-600n>u r w- .r.- r owvwM NH t.LTEII A 1RAJ1 a., PE •M'A"AM ass , W U R F■LwN A T.AHT y- �i Ir-w am 3 Or 2. W xRN1W' rz T _ _ ow a Ir a SHEET N0, . I SH 1.0 ea aFilpl" 1. 7 . . 0119401714 1 ®raA I 1 •rOC. 1 1 t t 1 /T ea I 1 1 1 L T i I 1 I S7t,7**m A01REp co,ee[1[ ' IEDUPRD -_ MerAmo ANalalw .emokN WALL AND FLOOR MOUNTING INSTALLATION FOR SPLIT PANELS � � e`"`.� •• 1 4't \ '- /er�'lilittl0'-r i - 1•-. Yw Afire °- \ r]a� 11/mc I .\ 7• L- ®. ® ry�p � . eonoYl�evnM I 1 , r r, Yi 1' t• r r•et . Ma. Z I ®. �,. rr.•Y. wEOLI • I]+M'/° y+r• 1A•CDN c � � 4• ` i �aNaarc oA sour; C :� t• M. "NnDI lr! a ,/P 1 . -..._YI+L /E0. % Ium wont � �� 1 , 1 � Sru r. 1/4 . 1' A�6•Y�•1, ' �• 1 4 . t � I 1 ti i J[Lldi1 \ f ) IPML�•-.• Ira eNN1. ' ' �. It" ar Ante •.wf- _��,` Aaro eM xaa , ���--'' r.NAN •taw roeau r 1N• - .06T-A xlA •6L W. -fse W. _._ _ ._. .� BWD)NF a 11" •RET) • _ _ _ 1 1 - uP+E� YI►i[Deour� � II' I I i�al ritililr •o]wI/tsal�o,ri NsaouP- � i r .Mtn W- -n0 W. IeAl"I I •]�oe a a a Y� •% ION. taP ♦ m> ,n'- - -• Win' 11 �o IALNaN eNFI • twE Ywll"1 Na® ' �rT{pN y-y SPLIT STORM PANEL ELEVATION , t SCALE 1/4'-1' TRrn ' SCALE 1/4'-1• erYwwq SCALE t!B'"• 1 Ea4 or Jd410]a,-i ..1 / MULLION SCHEDULE eleSls • . q SCHEDULE ANCHOR Mm ANCHOR SYSTEM ON SW31JAL ) + ,. a . . •• Itl1eWKr�T1lB'DE' '�'� OIaENRv SECTIEiN 1 SCALE 3/13-1- NOTE: MUUJON CAN ALSO BE NSTAUiD W/0 STORM PANELS ON TOP OR 90TTOY SC THAT IT IS LOCATED AT 70P OR ACTION OF OPENING. (ONE PANEL OPENING W/ TUNE TOP a mTmM) P�NUNG INSTALLATION - ALTERNATIVE iW SCALE: t/r - 1• M... MULLION SPAN (R,) • REOU RED Min. TUBE MULLION •• < 4'-r Y . 3' x 1/8' > i -8' TO s'-r 2' . 4' . 1/8' J - I 11IN I BA. i B : 21i .► 1 ' ► .•o' A•RBI ,•iwi.. n�ilaereir tare Per wiNA 2 /srJ 1 9B . a•• ac m RAN l 1 INSTALLATION - ALTERNATIVE 3W _.... °" SCALE 1/4• . 1• l +!,/]gym •. w IrAt•• • r .<. troy �Ya r/7elorel s II,rT Fea,� WALL MOUNTING IINSTALLATbN - ALTERNATIVE 2W SCALE 1/4' - 1' mom 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5. -72.0 p.s.T. AND PANEL'S LENGTH UP TO 8'-11'. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE NO, 2. W/ SPECIFIC DENSITY OF 0.55 OR EOUAL. NOTE FOR COMBINATION OF SECTIONS: TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. CEILING A FLOOR MOUNTING WALL A FLOW MOUNTING INSTALLATION ATION - ALTEfNiATAIE aW INSrAU AMM - ALTERN ATM (SECTION AT TOP IS LANTED TO +55.5-67.0 MAX. SCALE: 1/4' . 1- A.S.D. DESIGN PRESSURE RATING) SGIF: 1/4' . 1• w � Maim 1 r TOTE N1e9 _ - - .e•'"N°°1oosse Orr FLOOR MOUNTING INSTALLATION - SECTION 4AW���W SCALE- 1/4" - I - CONCRETE ANCHORS CONCRETE AMCIORS FOR CaKWE1E AICHom. SCE SCNF+••r ON SMELT (SEE SCt� 'StRE'1 ON� `_ (REF SC t011 FOR NOW SCR ; SEE SWnOk ON SHEET 15 T. A J POURED CONCRETE � 1/4 2/l 2A/4 3/4 at ys T. 2 8 Tw/Ts iW/15 2 y Il� IIj� SW' �_ : .Soo• _)-W OURID CONCRETE DOU NEDMffl� W \� I t:rt cone tittl SEE SCHEDULE 1T11 17TI1 I-l- (1T 1 TTT LILT .. SHEET 14 , i 6M TI L; (DID RWEL) (i 1MOR (KM" MNELi ONTER R NNEL) (EM PA EJ ITTN TO �IIRAtro/I {F0�` m a aQf w�L� I 7 ••'A`] . EMERY E 6� NYNG�7N��• E m• ii 1 oa p sTuO . =i CHIM Ad 1 STUD . 12 t!r O.C.'1=- Mn.(CASE f. .'a,N N [11tL +I Ala• Mr. 11 R R (SEE fET. ,/tQ , MA irABE p m • II t/2' O.FH11-1- LY (SEE wr. 2/1+ ' 1M ' I R N OR CONCRETE� # T%xrMUIUMED _� I I C•M. I AREA W/NO LIFE --_....._._..--. L PANELSFOR -___ .. REGUIM P __.�- g� PANEL -J NOTE 1 BEL01q __. _ _.. ►+' 0 REGULAR TRK NOTE I CONCRETE A 04M : �' ' /�� �./ ; /; ,, i/ , :. -' [}Q�O�E at qAB ( SMELT 14) POURED COM71 'E� , .. Nn. COt1CT10f1) Ce,4 AFAuerED 9C11mLl,F tCON,• mj �0M) ORM F� S s UR W 516P,aBE:PANEL° STALLSOPENINGOPTIOASMALL TUOWAYS BE +WA7lON IREIIOW To !%A�LLED ON REMOVED FROM INSIDE SHEET 1.) --F•• ELEVATION WALL MOUNTING INSTALLATION MALL AND FLOOR MOUNTING INSTALLATION SCALE 3/32•-t' - SECTION 1 SCALE: 3/8' . I• - SECTION 2 SCALE: 3/8• - I' NOTES ON LIFE SAFETY STORY PANEL UUM INSTALLATION - r . MAP ®®•• 7 t • 1 • I/GM f. LSE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) OR AS AN INTERIOR PANEL. (ANY PANEL LOCATION IN BETWEEN END PANELS). LIFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED ADJACENT TO REGULAR PANELS (., OR -0 REG" TRACKS.) ) B NIOww ►YR73. NOTE t) {AL 8 AT E/L PANEt2 SEE q E t) 2. LIFE SAFETY sTOt PANEL coNsrsTs OF a039• GALVANIZED STEEL STORY PANEL AS SECTION 8-B PERCOYPONEM ()), SHEET 2 OF DRAWING. SCALE 3/32•-1• THIS PNIEL ALLOWS ITSELF TO BE REMOVED OR INSTALLED FROM THE NSIDE OF STRUCTURE.. 3. UFE SAFETY P REOIRRES TOP TRACK TO COMPOt1EM Qja 80TTOM TRACK TO BE AS PER SHEET 2 OF THIS DRAWNG. CO"POAR•N( BE INSTALLED WALL OR FLOOR MOUNTED FOLLOWING SECTIONS I a A�pNA1iNI/Nara �Q A• TIE(/r '` •'•••••••••••, 2 ON THIS SHEET, AS WELL AS DETAKS I At 2 ON SHEET 14. V ? FLORIDA BUILDING CODE (High Volocity NI 4. Min, LENGTH FOR COMPONENT V IS 1$'. :, HO' NOON) n' Pre Mox. ANCHOR SPACING FOR C ®ANCHORAGE AT BOTTOM IS GIVEN ON = * = 20 CAGE GALVANIZED STEEL STORM PANEL SCHEDULES i & 2• SHEET 14. COMPONENTMAY BE PERMANENT OR REMOVABLE S SEE DUALS FOR INSTALLATION INTO WOOD FRAME BUlDRNGS ON SHEET 15. s s '- YO . 14� F' •.. oa ' t o ENC. PROTMPRDUCTS, LU 8. SEE SHEET 4 FOR DETAIL APPLICABLE 10 THE NECESSITY FOR THE INSTALLATION OF +a IFS' ONA h rllu / 4m S.W.1 ewtl Ar ]w. >~•w NN. •.swAA,i Rtac (YJa Tsy FFAX (ESN)UB-a79T SPACERS AT TRACKS INSTALLED ADJACENT ,AND MONO TO STUCCO/WOOD BANDS, 1tM11� PAL SK/SIWInm/bm """' pNi "'-,v_ 719 rYL1Tl! I'm Jr.. PL Y,t-W MAXIMUM A.S.D. DESIGN PRESSURE RATING .s.fa) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE (W o ONLY FOR &(4%LsrALUTta4s AS PER SECRaA t TMB) 10. ON SHEETS 4. a a 6) MAXIMUM A.S.D. • BOLTED N/ 1/41xan• SS M.S. & YECMn AT 01FMAP k MVJMW Or PANEL DESIGN PRESSURE RATING .s.f AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS D & Q INSTALLATIONS INTO EXISTING CONCRETE k CONCRETE BLOCK STRUCTURES (HMID ONLY FOR PANELS(1Da ® RLSIALLAIIONS AS PER SECTIONS 1 THRU 7. ON SMELTS 4 A 5)APPLICABLE 70 still �Ea A. 3: 9 4 VI= t\CEN (' • FLORIDA BUILDING CODE (High Velocity Hurricane Zone No. 4167 i '• .min BLUM Na 20 GAGE GALVANIZED STEEL STORM PANELS rr •• 11 4Ir_� '� s" > `/ TiECOnEo. r�"� DRAWN W. OBOE PROTECTION PRODUCTS. LLC. °'tea; s p j s1pA�; .., t LO •G� k �MYE. ti IJv] Ids T 4yHsis 0 •; ]w R am NH­w f•. 1e'A WMlpq Ow -1 0. IN PIgNG (om)M-7"6. FAY: (Pa.HII-a'A1 2D-) 76 AlrHllla I ATE + ffA �.w OMMANN NA MILER A 1EY1719 PAL M smm a ON IMIMNIr ASA P (-RTxA�) Ym. P LENWN MNY{el 9�� m CIJ3S W�1EL OONOIIION ai TIEY +SS.S, Y-B' OR L[55 II 1/4• I.MpL1ED 1 TNN S L 7 +asS -n0 >]'-5• m e'er• Yr. 2 3/4• UIBOUED t t1aU 6 A 7 +Se.0. -Tx,O >e•-e' m 11'-Y Yr. 2 t/2' • ••�(••'1• N y +.3a, -.eA III'-4' OR LESS ] I/Y ' ••�'�•••N a. e • 10 ANKIRAr As.n. DESIGN MTW l) YA1MA AICNa15 >PAnM FOR Ea - 7 +!II' •• SECTIONS / A ANr �Twn YAKNLIY Pa,I.EL IaNatN t' ta) TNSON OF TAP -CARP OVA-N PANOA1wE FEINL[ • •ANLWIE PLUS To cacIIETE CONCRETE m coNCAn[ � ro ooNcwErt CONCRETE m ooNcralE commit m ananr � r MIA WA WA e' WA r N/A 1• N/A 1 (TOP) i• s• WA WA e' r 6' a• r a' , (9IO110Y) •• WA N/A WA r WA e' N/A e' N/A 2 (mP) e' WA MIA N/• e• WA e' N/A S' N/A x (gpT,� +se.s. -nD •' WA WA R!• e• WA e• WA a' WA ] k +(TOP) r-s' 0R LESS DR LESS r a' WA WA 6' 6' r e' 6' 8' ] (BOTTOM) r N/A WA NIA e• WA r N/A e• MIA T RCP) a• r n/• WA e• e- a• r r e• 4 k 2 6mnaY} WA WA III t/x' a ,/4• ,x t/a' a t/r a tp• a 1/P a t/.• a t/+' s (TOP/BOT/LW) 10 M HM O NA 4w EEAIN 0 SR •QR tD t 1, itYl ANCHaK TYPC A SPACING FOR eMwumra •tN EIDOG IRA[ w"aNa 1•NYW AIC10P SPACNCS NO IleMelY FDOC DISTANCE Aft eorATm ON +IR SOEpIt. PoR tD. LESS 1lIAN PdrATED DY SCIRDIA[ A®VOE AANOR �/qID ar ,u1wLTM0 EPAfa`NG 6NDIN ON YJ26LIF x FatLOegrC FACIORB. IO11116 OR,NRIaI ro K P0B9B{F. IECUON SPACND OBW14D US110 FACTOR SINL MO K LESS 11rW YINNW S1a0Pe eOC.O@ 11M E/i11 ANCHOR TYPE Al NAioRB UKAO. AIIweR TI•L =/LLD V4•• 1/r. 1/4•• t/LLD _ tH"• twine..._ aau,_« Im-Q rb lloq ePAtI. On, ] a ] ] ] ,n ] w w o..Nr er ALL ] ] 7 +n 7 +n • 7 +n Ae{R TCA �t �4 W67DR ]•- 3,n' I.D.. S/r ,DNC BANS! BU -20'r SS. MS. • 6 I/r . LOWNS UP TO r-a. AND W 1DNa eNas B,AL.AC SS YS . e 1/.' O.0 1M UP m s-o" Am a )'CRe w m r-r Ma LW7[ iTYAL o Olt • ,II 1/II• a c n+n t ED PENRMaON Ai TWO e00D PLATE FOR ro a•-r Nr. CED A IEUM NIX FOR CLARITY V ... I��al ii�1 ii 1l �•1 MGffi: 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5, -72.0 PSF AND PANEL'S LENGTH UP TO 8'-B' 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE N0. 2, W/ SPECIFIC DENSITY OF 0.55 OR EOIbLL. ITOP & BOTTOM MOUN71NG5 CAN BE COMBINED IN ANY WAY t0 SUIT ANY INSTALLATION. srlms a EVERY OVERLAP (12 1/2• D.G.) ro HOD PANEL114CHW ANCHOR INSTALLATION DETAILS FOR REGULAR INTO EXISTING WOOD STRUCTURES IkII �. �olt1m,K tM�NYAOu' o.C. • I.D.. S/r ,DNC BANS! BU -20'r SS. MS. • 6 I/r . LOWNS UP TO r-a. AND W 1DNa eNas B,AL.AC SS YS . e 1/.' O.0 1M UP m s-o" Am a )'CRe w m r-r Ma LW7[ iTYAL o Olt • ,II 1/II• a c n+n t ED PENRMaON Ai TWO e00D PLATE FOR ro a•-r Nr. CED A IEUM NIX FOR CLARITY V ... I��al ii�1 ii 1l �•1 MGffi: 1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS UP TO +55.5, -72.0 PSF AND PANEL'S LENGTH UP TO 8'-B' 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE N0. 2, W/ SPECIFIC DENSITY OF 0.55 OR EOIbLL. ITOP & BOTTOM MOUN71NG5 CAN BE COMBINED IN ANY WAY t0 SUIT ANY INSTALLATION. srlms a EVERY OVERLAP (12 1/2• D.G.) ro HOD PANEL114CHW ANCHOR INSTALLATION DETAILS FOR REGULAR INTO EXISTING WOOD STRUCTURES IkII �. �olt1m,K tM�NYAOu' o.C. • PANELS Cl) dE ..... `I II II rJ I •J �-�iin71 Q 'RI° Ea(_. � . �'___E9i L Eoy- Eo I I 1 1 � t1 � ALTERNATIVE iW ALTERNATIVE 2w ( S p� ALTERNATE =i=ii1�L��G��01�►�I I����\��1 O 57U05 a EVER/ - OJEAW (t2 t/Y 0. C.) TO HOLD PA1�L- s/e' IDw, (CUTE 0 4 - .. S. Wn. (CASE I) 1- 7' APPUCABLE To NASA. PUBs1IR IMiWO t. TAPCON a T/ACMP auc-a PAEI]IAw rOwF O PNe1YYE Plla WCTVG is • COrlwNlaeN � TNpi aNVJW PANEL LOMM T.• (n.) m atlnrre m eoNceetE ro wNG ETE m �rxlerc ro m BIDCt CCIIWffi BtDta CO/rfJ1ElF w.OGt 91DCN COIF 81DCK B• N/A N/A N/A 6' N/A a' N/A B. N/A 1 & 2 (TOP) SS.O, -72.0 q• 7` 9' 9• 9' 9' 9' 1 (E10TTOM) 5'-0' OIL LESS b" N/A N/A N/A 8' N/A b' N/A r N/A 1 a 2 (TOP) +55.0 -72.0 9• $• 9' 8' 9' 7 1/2' 9• 9' 9' D' 1 (BOTTOM) TO T-6' +55.0 -72.0 8' N/A N/A N/A a• N/A 6' N/A b' N/A 1 & 2 (TOP) 7'-8' TO 8'-8' S' 4' g• g' 9' 8' 8• B' 8' 8• i (BOTTOM) IIA,CMU4 ASa DES,CN PRESSURE l (Sao a ye' r,. now tav K aNwO Iffi I (4W • t tAw IeW tar 6 Aeaq APPLICBoom ABLE 70 SECTIONS # a COMBINA7IO WtlMUM PANEL LENGTH 'L' (IL) TAPCON - - s1 OF THEM +49a -aT.s 3• 3' ! 1/Y 4 1/2- z (BOTTOM) r-e' OR tFsS +52.e -aB.o r s r 4• 2 (BOTTOM) r-b• OR LESS +SSA -72.0 2 1/2' 2 1/2' 4' 3 1/2' 2 (BOTTOM) 7-8' OR LESS +ss.o -72.o z t/2" 2 1/r N/A N/A 2 (eoTTOM) r-a' ro B' o -72.0 N/A R/A 3' 3' 2 (BOTTOM) r-e' to e'-e` FLORIDA BUN.DBIG CODE ALTERNATE LOCATION AT END PANEL 1/4• 'w.l SEE I SEE I.I INTERIOR PANEL END PANEL OR 8 gyp•-. SCHEDULE '�.�_.s•...� :wS�P SPACING �. ,'-3' Yin. DETAIL 2 FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 21 STONE s/16• . I - MAXIMUM A.S.D. DESIGN PRESSURE RATING (pa.f. AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE (�C Y���7�2�i���i��P�FI A.UeeN AID. OEaOY N. •Alai ILICM P1Eee11t MIeA 1' 0U �••" "Nl•�t P'•� fP.r) TOR S[CNOIeO To "Ar c"onoN .AAa -Tan yr +•.wno SEE 71Q.T 16 rat ANpgps 7\PF • SPACING FOR YrSTAUATIOI6 WTO MOOD POLE OIIIDeIa Iwe1rUY ANCHOR SPACINGS AND Nlr.,t.r F770E OTSTNKE IAE RMIrA1EA ON 119] SOEDYtF. i0R ED. Yin 7tlrA trNDrA7[O ON 5prmtAF rlmuc[ Allplpp SPACNR BY MAmmM aPAnr+D vellN ON scrEOULL ER THE sOUDBwO FACTa6. IN THIS OPf1Nn011 m BE TN76SMIE REDUCED BPICRc ImAIED IISNO ENGIRT e1YLL NOT BE LESS r1+wN IWMAN BP•cslD elOrAiEO FOR ►lfA, ANOIOR T'rPE Q ANCHORS IF6Et0. �� •� t/LLD 1/LLD t/C• r"ca a tn.ew miw`NiliE oNNt-N Ms MOOR eNae O.) ] 3 a 7 ] in luu.t eYr 0•d ] a a +n 7 In . ]SEE. m OsE 91BLRR!) ►A019R p• 'Ir --- ---- -- ---- --- I.N 4] ,�' ZAP A: TILCI L��AQ�'V\CENSF '/,9y i No. 44167 R PROTECT. Hurricane PENETRATION HEADER MOWUtH 101 FOR j MAXIMUM A.S.D. DESIGN PRESSURE RATING .a.f.) AND CORRESPONDING MAXIMUM SPACING SCHEDULE FOR REGULAR STORM PANELS n i Q INSTALLATIONS INTO EXISTING CONCRETE dE CONCRETE BLOCK STRUCTURES (VALA ONLY FOR PANELS 1O& ANCHOR MA%IMNI Ma•nr AraraRa BFraM MR FA. - ] ,/]' - A5.0. OEsal TAPCON Cf TM-nRP CALK-10 PNWAUIE fUAAE III PAtBWi PLUS 9aW BET APP1K tBlF. TO SECTIONS E ♦ 11AEINRI PANEL PRESSURE RATING tP.ar.) m CONCRETE CONCmPEi[ eWotK m CONCRETE CONCRETE e1Drx m CONCRETE CONCRETE wDtK m CONCRETE CONCRETE aLacN TO ro CONCRETE CONCRETE s0a1 m CONgETE CONCRETE wocN ANY COMeU,TON or Ttrnt tE1/Gilr t' (ft.) a' N/A N/A N/A 6' N/A 8' N/A 8' N/A N/A N/A 1 (TOP) 8' 4' N/A N/A 6' B' 8' 8` 8• 8' N/A N/A 1 (BOTTOM) b N/A N/A N/A 6' N/A 8" N/A 8" N/A N/A N/A 2 (TOP) 8• N/A N/A N/A 8' N/A 9' N/A $' N/A N/A N/A 2 (BOTTOM) 55.5. -720 8' N/A N/A N/A 6• N/A 8• N/A 8• N/A N/A N/A 3 & 4 (10P) >r-$° TO 8'-8' � LESS 6' 4' N/A N/A S. 6' 8' N/A N/A 3 (BOTTOM) fi' N/A N/A N/A 6` N/A 8" N/A B• N/A N/A N/A 7 (T�) 8' 4• N/A N/A 8• 6" 8• b' fi• fi• N/A N/A 4 • 7 {BOTTOM) N/A N/A 12 1/2' A 1/4' 72 1/2' 6 i/4" 8 i/4' 6 i/4' 6 t/4° fi 1/4' N/A N/A $ (TOP/BOTTOM) 50.0. -53.3 N/A N/A 12 i/2' 6 7/4' 12 T/2' 8 t/4' 6 1/4' B 1/4' 8 1/!' 8 I/4' N/A N/A 8 (TOP/BOTTOM) '-B' TO tt'-2' $5.0. -72.0 N/A N/A fi 1/4' N/A 6 1/!' N/A 6 1/4' 6 t/4' 6 1/4' 8 1/4' N/A N/A B (T,]P/BOT10M) 8'-8• TO ii•-2' N/A N/A N/A N/A N/A N/A N/A N/A 6 1/4' b 1/1' b i/4' 8 1/4' B. 9, 10 (TOP) Na _,b0 • 4• N/A N/A N/A N/A N/A N/A 6• 6` 8 i/4' 6 1/4' 8 (BOTTOM) � LESS rB 4' N/AN/AN/A N/A N/A N/A 8"8' b 1/4' 6 t/!• 9 (BOTTOM) 12'-4. OR LESS N/A N/A N/A N/A N/A N/A N/A B 1/t' 8 1/1• 6 i/4' fi i/!' f0 (BOTTOM) SEE SIEOS iQ it AIIO 12 FOR ANCHORS TYPE a SPACING Fiwi e15T/NAT10N5 INTO a000 :IeYE BLRDIIO- IMWRl1N /lIOIOR SPACINGS A1IO MMMUY EDGE DISTANCE ARE N(ICATFp ON tMb 9CN[ORF. )TM CO. iF56 TMVr RIO%ATm ON SCHEDULE RFDIAE ANCHOR 9►ACNG BY MULTIPLYING, SPKNG S,IOeN ON SCHEDULE O 11E ratDalNG FACTORS. FOR i!•B OPFRATION m ME POSSIBLE. REDUCED SPACNC OBTAINED 17]RK FACTOR 51MLL NOT SE LESS TIRE IAIAHAI SPACING RIOIOAIID Far GO, A11CNdt TYPE AT ANCHORS LEGEND. ,.IOCIt 7]►E _.t/LLD _Tw•wlt._ .. t/�'• a w-"Iv t//'• t/1D 1/r� ,/LLD 'FwRuwo PAOAp[ GI%-�•I falD-aT Mh AIOeoe 1PNt•" Qn) ] 7 J 3 ] ,/2 ] ••arNNw•.a C.,onl. pti) 7 ] ] ] ] ] ,n 1]aemJ 4s•M eNa P•) ] 7 ] +/] 7 In • ] In /OR%L m tit ®B(� ► A C T O R 7 1/a' 043 .a - ] 1 tin Im INSTALLATION DETAILS FOR REGULAR PANELsnj dE t�i INTO EXISTING WOOD STRUCTURES I 14-10 PANElYA7E PLUS .' � % I 14-10 PNNOJNTE PLVB II'LI 14-10 PANEIAMTE Plus ;� O.C. w/ 17/e' W000�._�11FFA0/fD OPENLTW ITCH 'TKO I G Onsnrw woo m E%sTxIO wood WADER REoR I i EwsTwc worn NUDER + .1 7 T 7 ) 7 � 311DRO • � 06N�p11D • � p�'Olf� mp • r1000 IIF.ADFA 2 WOOD HEADER 2� y I REOtMEO- � wa 1 '� rn a6owaeo "�" tlI � • , �" , lY � f �7tRFN1A11nN ,/ ` tiF RPmuIE ON SLE SOeDUIE ON ' >gE SOEDUIL ON I 1 sNrtT a a¢xT s I TOIL K,. TOR Yln. RPnA+J10N m otAw m IiLAeS. ro aras. Max. PANEL LENGTH Mae. PANEL LENGTH ,/AY-x9tt Lt (�E NOTE i) (BFF NOTE 1) 1/.Y-a05t' SA i (BCE NOTE 1) . LAatr ovDAAP -+ f evDN OVERLAP iavDn a1fsAP ( SON 5ai � d' OF 'L• OF T.• � yA5 MAX � YA% � IMAM . I rat rIASlOr 7/eY a/aY '. EO `�. � '' wSN SLID • I Clip .;• � � = y • ix 1/Y OC. • . r•ra IAII 1_. "' a 1/.• os. � _ .� t t ...?t--i__ _ t Al PANELWIE MI15 Y•N' W000 � 4-�• WOW -PLATE � 1/.•• uG SC/REwS II•.4' wood PLM�E PEAL MIN. T}RFADED REDuwEn " + 7/s �� aEouNED iI I aE Avure THREADED PENETRATION • i/LLD LAG SCREws e \ I ' YID WIDTH Of PLATE 6' O.C. STAGGERED W/ � r 5711D wJ 1 1t� �Yy(2 IBIQTA��IATIMFIiDCYIgEW1ND OF PULE , wMF sn-,' SCALE 3/8-1' SCALE 7/9-1' tlDIii: 1. INSTALLATIONS FOR ALTERNATIVES $W, 9W & IOW ONLY VALID FOR att1N1111iNyy BUILDINGS WITH AS.D. DESIGN LOADS UP TO +43.8, -48.0 p.s.f. AND � P A, TI(E/"• PANEL'S LENGTH UP TO 12'-4• •d' ri: �......... % L FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN ��P�:•' EN '•:/'� PINE NO. 2, W/ SPECIFIC DENSITY OF O.SS OR EQUAL. _ \)0 SF FLORIDA BUILDING CODE (High Velocity Hurrteens Zone Nf1TF FOR aaMT1DN � IscTlDAls: i N0. 41 * � emm nTEca we 20 GAGE GALVANIZED STEEL STORY PANEL oAwter: TOP &BOTTOM MOUNTINGS CAN BE _ -Is�•, $ iE 0'�',• _ - T GLOBAL PROTECTION PRODUCTS N/x•/]ex COMBINED IN ANY WAY t0 SUIT ANY ? !t� �i•�� . 1 �• INSTALLATION s:�0' F!. R101�,.'' •,,.Cyay 4soo sY. s, atlRar 20-176 �"n•.. J . •Nr Dale. 2 TOTE. '�/� 4",'• • •�TL\ / •N ].A it eY. i nail .Pee0. 0. YIY RIOIC ae.)el•'-TBIe, /AL (eSgeee-eM] �iA Si A •1.. alo aw) m-aN s,a eR•INC r4 •H/l IN11N L ]FA'L/LGI•INLENAi rW]p1 A 1WftJr. P.E a•,+-+Y AM r YNaea - , etm ,: or a ODMM EQUAL 70 Cn INSTALLATION DETAILS FOR OPTION # 1 FOR LIFE STORM PANEL SYSTEM �.' `Rx;MT'Ia/, INTO EXISTING WOOD STRUCTURES m DCSIMG t1o00 IEAOFR •) J ' 7 E°j�j E0� CA E'a}r I 1 t I EO EOL _ ;l , I wrQOpDI� 70 �: I slw . +2 D.c. � �JNATIVE t gLTERNATiVE 2 (NIT) (SEE � TO�iwt] Ot I Stp�A•AT�rAr m COGS I 1+ EOI / T t EO � EOttt I EO$ aI 1 �� EO L_ PULE , •'' - s � ALTERNATIVE 3 ALTERNATIVE 4 a•.4• TE I I _ �.• � mErs • r ac. w/ , Va• $011°1FD RIRFAOED POIERNIIDN OR 1/1D-]0.2' 6LDNG YM.SrBU9PMG w/ ,!4••-m PaaAY7E FE,M,F a DR ALTERNATIVE WOOD FRAME CONDITIONS R[ ANCHOR LOCATIONS Paawn Pllb . e• oc . , +/Y Yln. �; �• . t• i1eKA0ED PE1RiRATMN ro TROD PLANE NOTE : •Ati1ER LOOTS Na wtowN rDR aAArtr Cr WALL MOUNTING INSTALLATION ALTERNATIVE 1 W 110YC ]/e` - r IrQgB ,. IeTAUATm6 ARE aAr 1YWR) FOR &IWDIrRS WITH AS.O. OF9GN LADS TIP m +ss s. -72D Twt AND PAr¢•s LENGTH W ro a•-r. x' P�•c tom". II•,�wD/ �SPFrslc D�Elemov o� To � wvrlrOea ^W W 70 Cn INSTALLATION DETAILS FOR OPTION # 1 FOR LIFE STORM PANEL SYSTEM �.' `Rx;MT'Ia/, INTO EXISTING WOOD STRUCTURES m DCSIMG t1o00 IEAOFR •) J ' 7 E°j�j E0� CA E'a}r I 1 t I EO EOL _ ;l , I wrQOpDI� 70 �: I slw . +2 D.c. � �JNATIVE t gLTERNATiVE 2 (NIT) (SEE � TO�iwt] Ot I Stp�A•AT�rAr m COGS I 1+ EOI / T t EO � EOttt I EO$ aI 1 �� EO L_ PULE , •'' - s � ALTERNATIVE 3 ALTERNATIVE 4 a•.4• TE I I _ �.• � mErs • r ac. w/ , Va• $011°1FD RIRFAOED POIERNIIDN OR 1/1D-]0.2' 6LDNG YM.SrBU9PMG w/ ,!4••-m PaaAY7E FE,M,F a DR ALTERNATIVE WOOD FRAME CONDITIONS R[ ANCHOR LOCATIONS Paawn Pllb . e• oc . , +/Y Yln. �; �• . t• i1eKA0ED PE1RiRATMN ro TROD PLANE NOTE : •Ati1ER LOOTS Na wtowN rDR aAArtr Cr WALL MOUNTING INSTALLATION ALTERNATIVE 1 W 110YC ]/e` - r IrQgB ,. IeTAUATm6 ARE aAr 1YWR) FOR &IWDIrRS WITH AS.O. OF9GN LADS TIP m +ss s. -72D Twt AND PAr¢•s LENGTH W ro a•-r. x' P�•c tom". II•,�wD/ �SPFrslc D�Elemov o� To � wvrlrOea ^W W C � � a- OS... O � O W 11 N O d l'O Y c a>i �Ld fC yt ty J7 O C G 7 4' 1n � T � C � E O � U O W O Q U O U ■� ��'^ VI W a Z Z Q J d SHEET N0. SH 1.1 -ANCHORS (SEE SECTIONS ON SHEETS 17, 18, 19 & 20)---- 3•: MAX' 3A/17, 4MVi i 54/16, selp?. smi D- MAX 1 MIN, AM/19. 7AW/10 0, IAW/SD OW/ilk 7M/19 III M/30 I' ilii 6 it 0 0 0 01 1-1 1-77 1 1 R I I I I I I I 1 11 "1 L JI-I (D. raiew Irom REA" A VAX (S SCHEDULE) PAMEEEL LDIOTH ,WIC. LAE SMtN-'f I -'-:= 6' L --1 r T S* rNET-- T1 �3* MAX. TMV`17. AA/17. Wis. 1. 7AW119 & 3- 4Z ARIZ eee-t�`@=-W/1'19. 7wi a a a" I* MIN. -_--------ANCHORS (SEE SECTIONS ON SHEETS 17. Is, to & 20) OPTION #2 FOR UFE SAFETY STORM PANELCD ELEVATION SCALE 3/16--1- q.- wee. GAP-0 In IVVY am limio-I sm ilum PANE MAI Eon= SEC ION A -A SCALE 7 Mil 17 L111 W." SM 01 *1 lei 'k N � :4 *-MIM 0 ;JvA1 MiTiffir-wiximminkil MAXIMUM A.S.D. Max. PANEL LENGTH MINIMUM SEPARATION PANEL DESIGN PRESSURE L (ft.) TO GLASS CONDITION RATING (iti (SEE SECTIONS) +55.0, -72.0 8'-81 2 3/4- UNBOLTED INSTALLATION DETAILS FOR OPTION J2 FOR UFE SAFEII STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES -Ijili TAPCON ANCHM 1 4 TAPCON ANCHOR IZ4' TApoom ANCHORS li * TWCON ANCHORS Is 9 O.C. Ei D.C. O.C. --e-At 9. CC. NCAM CONCRi OR CONCRETE OR cow ROCK REWIRED BLOCK REQUIRBLOOMREQLREQUIREDBLOCK REOJWW POURED Cc POURED ;grM] M POURED OR CONCRETE 1 r--r -1BLOOM , Ax ��/4 M.. if a X� E. LI: - -12 3/32 - WING NUT \-I/. 3/32- WING 0 1/2- O.C- MUT WASHER (WIMW) 11/4 TAPCON WMM TAPCON ANCHORS lIr O.C. 4 I/r D.C. OTACCOM W/ MM) (StAgam W/ STD) -POURED comeRm ;�OUUIVD CONCRETE OR CONCRETE BLOCK OR CONCRETE BLOCK REQUIRED wi mOvImpaINSTALLAnONWi REC9 MWONG INSULLAM AV-C 2 WHAO"k-MEL SCALE 3/8--1- no -2 0 F=E N PANEL w SCALE 3/8*.1* TYPE A ANCHOR vft ��AIAII■ 1/4'.tHPmN = -Am. mom room 04 --- 3 SCHEDULE FOR ED. UM THAN *C"IM ON SUMU RED= ANCHOR SPAOSIG BY UMTOLVVC SPAOING SHOWN ON B`Mi "ALAI 1= 3 =A Ili OK omm #wow BY THE FOUOWAO FACTOR& FOR THIS MIDUAVO 70 BE POSSIBLE Nmm -Ilr wwm OUAMM usm FMIM SHALL MDT BE un THAN AWAMLN SFACNC WWAM Min Pi "NOR TYRE ON INS SCHEDULE - I 3 I/r son 10 -Teloa." CLAW e Late "low ED.- C 4"S.S. M.S. W/ /2' Y.S. w/ (BEYOND) V. ;3, IS 2 r IS 10 ;3WING flut WASHER O.C.I(WMOO) ___2j4* TAPOGN ANCHORS I 1 4' TAPCON 0 4 1/2' O.C. AS 4 1/2- D.C. ----Pmm Commomm CONCRETE OR CONCRETE BLOCK OR CONCRETE BLOCK REQUIRED REQUIRED WALL MWIMNO INSW"TON WALL MOUNTING mu"ml 0 Awffiftwin 0 Uff�rii SCALE 3/6'-1' SCALE 3/V-1' INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES ILA' TAPCONANCHORS 1/4* TAPCON ANCHORS go. O.C. 0 91 O.C. POURED POURED CONCRETE .4 coig"."Ock- OR CONCRETE COW w REQUIRED RECUM 1/4* 11/4- -0 A IS IWO PANELMATE PLUS W/ t 3/32' W" NUT RADNOR A , 0 8 1/4* O.C. RPURED CONCRETE OR CONCRETE BLOCK REQUIRED WALL MOUM KSTALLATHM SECTIOK 5A 0 REG" PANEL SCALE 3111 SEE OW 1 20 FOR ANCHORS TWE A ANCHOR TIRE SPACING nM##LUA= IWID WOOD - mome 0.4 3 nvm oulaw MWWA.MX:IM 9%0= AND � EM OBTAMM ARE MOCAID ON THE• -3 3 SCIANNAUE FOR ED LOS THAN INDICATED ON SDMU NOANCHOR $PAC= BY WATIPLY" WYCM SHOW ON scmmw 1 1/2 Avem Eft INK mom 10010 BY THE FOUFAL'� Fail THIS omwft To K possaL REMO JS vocw OVA*" usm FACTOR SWL MY BE LESS T10h MMM SPACHIC W"= MR FACT ANCHOR TYPE Oil Wn $04mi 1 1 3 1/2' r we me, A, 14-10*0 PANELMATf PLUS W/ We . 3I3 , wm NUT WASHER (BEYOND) -E&JM CONCRETE OR CONCRETE SLOW RECIARED WALL, Mgjj�l I ATION 0 UFE SAFETY PANEL SCALE 3/111 Hurricane -li-if Cl) (1) c- C/) C0 - > 0 C- -4-- 0 = -0 cc) cc 2 cia CO -t--f 0 -co 70-0 -= w 0 = 2 0- C 0 a) CO C 0 0 = CO Li - 4- 0 co > -F= -0 C/) E CU 0" 0- CU C:)- INSTALLATION DETAILS FOR QETION #2 FOR UFE SAFETY STORM PANEL SYSTEM INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM OEMERM- NOMi VALID E-7 IOM STOM PANEL SYSTM INTO EXISTING WOOD STRUCTURES INTO EXISTING WOOD STRUCTURES 1. E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVALLATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN Ii MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANELMATE FEMALE 0 & PANELMATE PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (7th MMON) OF THE FLORIDA BUILDING CODE. BLOCK SMALL BE 1 li 7 Ci 1j, DESIGN WIND LOADS SMALL BE DETERMINED AS PER SECTION 16200F THE ABOVE MENTIONED CODE, Ii MMULRA EMBEDMENT OF 1/4** X 7/8' CAUii ANCHORS 94ALL BE IS 7/8- INTO CONCRETE. C%j FOR A WIND SPEED AS REOLINNED BY THE JURISDICTION WHERE THESE SHUTTERS U. BE PWAULED A NO EMBEDMENT INTO ANY FINISH MATERIAL SMALL BE PERMITTED. FOR A OPECTONAUTY FACTOR Kd-(i USING ASCE 7-16 AND SMALL NOT EXCEED 1HE MAXIMUM (ALSO.) 1/4- 0-20 SS SIDESEAUK BOLTS USED SMALL K LOW ENOUCH(SHOULD ANY FINISH MATERIAL EXIST) TO fER DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 IS 26. ENGAGE 3/4- INTO ANCHORS. 1/4*0 TAPCON 0 W D.C. C.EW ol� 4*0 TAPCON Is 4r D.C. j�41-0t/TA a 6, O'C'N ORDER TO VERIFY THE ABOVE CONDITION, ULTIMUTE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 PDOW I /1 1/2, WX. THAPM 2 THIREACED 7;,:K T14READED SMALL BE FIRST REDUCED TO A-S.D. DES" WIND LOADS BY MULTIPLYING THEW BY 0.6 IN ORDER TO 9-3) IN CASE THAT PRECAST STOW. OR PRECAST CONCRETE PANELS ■BE FOUND ON THE EXIST111s; WALL C%4 PENETRATION AT WOOD WAM TO COMPARE THESE W1 M". (X54) DESIGN PRESSURE RA71NO M"TED ON SHEETS 25 IS 26. ANCHORS SMALL BE LONG DIOUGH TO REACH THE MAN STRUCTURE ODMD SUCH PANELS. ANCHORAGE -w AT WOOD 4*0 ZVI O.C.0 WANT HEADER p WADIER SMALL BE AS MENTIONED IN Ii AND IN 8-2). CL- -eon" IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS 0 THIS P.E.D. AS TESTED WERE NOT OVER STRESSED. A 33X INCREASE N /A' i/2' 1/4- I/r IN ALLOWABLE STRESS FOR WIND LOADS WAS Ii USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN C� 1/4 DETERMINED IN ACCORDANCE WITH Ni 2015- (C) ANCHORS SMALL BE WALLED FOLLOWING ALL OF THE FtECOWAM)ATMM MO SPECIFICATIONS OF THE ANCHOR's C14 MANUFACTURER. Ask, 2� wow WOOD HEADER 2- STORM PANELS ADEGUACY FOR IMPACT AM FATIGUE RESISTANCE HAS BEEN VERWWJ) IN ACCORDANCE WISH SECTION 1626 OF cl- Rli rD"- Min THE ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. INC. REPORT 1 2032. AS PROTOCOLS TAS-201, 11 IT SMALL BE THE RESPOMSIKIIY OF THE CONTRA" TO VERIFY THE SOt)PONESS OF THE STRUCTURE WHERE SHUTTER ro C= TAS-202 AND 7AS-203. ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK C-A BUILDINGS. IL 2. THIS SYSTE HAS BEEN DESIGNED TO BE INSTALLED ON THE OUTSIDE OF T14E OPENING ACCESSING THE OPENING FROM THE OR WOW FRAME C/5 CONT. i USE OF A LADDER OR LIFT. THIS APPLICATION IS VALID WHEN INSTALLATION IS INTENDED TO K PERFORMED U L-i INSIDE W/O 12. THE INSMALLATION CONTRACTOR IS To SEALICAM ALL SHUTTER COMPONENT EDGES RMGN REMAIN *I CONTWUMS -Cl w 0 CD FROM 7W INSIDE Of STRUCTURE. CONTACT WITH THE BUILDING TO PREVENT WIND/FAUN INTRUSION. CwLX AND SEAL SHUTTER TRACKS ALL AROUND FULL DUST#40 - so� PAW- W. SvvAQm LEwG1HL C= 3. SERIES 1000 INSTALLATION IS APPUCABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTALLATION IS REQUIRED TO BE Der M alum I V M.- CLASS (SM $04mku PERFORMED FROM THE INSIDE OF STRUCTURE 11 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED 1% INS MWWG PLUS ANY BUILDING AND ZONING PANEL smer, 'AT wari, 141) OUSTING Q) CK sew 10) E NOTE 1, M- (BEE WW-LELM.) i REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED to. OYfp•G(SEE CLASS 4. SERIES 2000 INSTALLATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG AND HORIZONTAL SLIDERS STYLE WW40M WHEN to wilemplim, PANEL LENGTH (S MN. 3My,H„pI! . PANEL LENGTH Sepelvalm 'L� 1, M- To (SEE WIT I BELOW) To BAN -,"y (SEE NOTE I filli To MASS ; I INSTALLATION IS REQUIRED TO BE PERFORMED FROM THE INSIDE OF STRUCTURE. 14 - 2 KIM STORM PANEL SYSTEM- IS PIE CU CLASS (on gain" -ma smilmex- (SEE sofmku PANEL LENGTH PANEL LENGTH AMN WINDOWS MO DOORS, M- E Pmw TRINE; &= LiI ow 14) ox SHM 16) /4"ll- E ON ww is) (SEE wim I BELOW) (SEE NOTE I SE1UDW) 0 CI) 5. ALL MINIMUM EXTRUSIONS TO BE 60 31 76 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) 15. W THIS PRODUCT EVALLATICHI DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER IS GOVERIC AND DOES NOT PROVIDE Y.S.1 62- THE 3r LASSNFORMATION FOR A SITE SPECIFIC PROJECT: i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.ED, So NUT 6. ALL ALUMINUM SHEET METAL USED AT CLOSURES SMALL HALITE 3105-H14 ALLOY. C iii: A/ 3/32 •A NUT (b) CONTRACTOR BE TIES 7. ALL STEEL SHEET MET& PANELS SMALL HAVE STRUCTURAL DUALITY STEEL, ASIM A-653 GRADE 50 Min., GALVANIZED STEEL THIS PRODUCT BASED ON T**S P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON E CIESCMATIOW W/Fy- 52.5 kIH (AFTER ROLLED). THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTORS RESPONS41BUTY 2 PONETIMMON At S. ALL. SCREWS TO K STA)NUESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATEC CARBON STEEL AS PER DIN (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED IWALID W MODIFIED. I 50018 W/ 50 1. YIELD STRENGTH AND 90 1 TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4 (it) SITE SPEC" PROJECTS SMALL 13E PREPARED BY A FLORIDA REGISTERED ENG04UR OR ARCHITECT WHICH WILL USE OF THE =EC WHO WILL BE RESPONSIBLE FOR THE PROM PEEW IT. G r 9. BOLTS TO BE AWN A-307 GALVANIZED STEE1- OR Ali 304 SERIES STAINLESS STEEL. WITH 35 ksi MINIMUM YIELD STRENGTH. BECOME Pie PECIRIE OF RECORD A OE= ENGINEER TO THE P.E.D. ENGINEER, SMALL 10. ANCHORS TO VALL SMALL BE AS FOLLOWS: SLJSMft TO THIS LATTER THE SITE SPECIFIC DRAWWS FOR RrAft 0 (A) TO EXISTING POURED CONCRM- THUS P-E - SMALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF p. RECORD THAT PREPARED R. Iles TAPCON ANCHORS AS MANUFACTURED BY LTM. SURD", INC. (MIN. C-3192 I.) COLT. M.S. V/ 0 X 7/5- CALK -IN ANCHORS. AS MANUFACTURED BY DEWALT INC. (MEN. ft.3000 ii -CONSTRUCTION PRO UC ACCORDANCE WITH SECTION 1702.9-3 OF FLORIDA BUILDING CODE. ONE LOOM SHAD BE PLACED FOR EVERY OPENING. -tI/k:;?/W32e4w"S4-' M.S.NUSTW/ 16� STORM PANEL MANUFACTURER'S LABEL SMALL BE LOCATED ON A READILY VISIBLE LOCATION AT P 313r sm k%n 7 ED 014-10 PANELAIATE FEMALE ID a PANCILMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO D IS. STORM AIVIL IN WASHER (KYOND) (f'-3360 p..A.) 3/32* W04 -7/5'W/32` WING HUT OX. 40 12 1/2' O.C. WASHER 0 12 1/2 L-:. LAKUNG TO COMPLY W11M SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE II, WASER KIT WASHER (BEYOND) 1/4-0 TAPOON 0 V O.C. 4 114-* TAPOOM 0 V O.C. THIPLATTO sfw) 2W WOOD RATE A. 1) MINIMUM _7jW0 3/32" WING NUT _?/S*O 3/32" WING NUT IDABEDMEW OF TAPOON ANCHORS INTO POURED CONCRETE SMALL BE 1 3/4' AND 2' FOR PANCLAIATE WASHER 0 6 1/4- O.C. PLA FEMALE 0 At PANELMATE PLUS. AA i OF PLATE TIED WASHER 0 (BEYOND) mvxoTH mowim I, I I I I i 1 -0 X 7/8- CAUL -IN ANCHORS SMALL BE 15 7/9- INTO CONCRETE. NO EMBEDMENT INTO OF PIATE OF PLATE 12!16* WOOD PLATE In GO PLATE #14- 1114-10 PANIIANTE PLUS A2) MINIMUM EMBEDMENT OF 1/4 PLATE PLATE :j V AW.FINIISH MATERIAL SMALL BE PERMITTED. 000 WALL MQUKOUR MCQUAM A. THREADED A"t. 1/4 0-20 SS SMEWALX BOLTS USED SMALL BE LONG ENOUGH(SHOULD ANY ni MATERIAL EXIST) TO ENGAGE 3/4- 0.6 WALL AS . 1/4" D.C. INSTAUAMN ALUNIM 7AW 0 KGWrAMEL AT MOWWW OF PLATE Mgrmm OF PLATE Imro ANIC"Cem iii WOOD LAM j THREAM THREADED RE�R WALL ki WALL INA7MMUM & SAW AITEN SCALE 3111 0 AR�-PANFL :40 ,y A-3) IN CAM THAT PRECAST STONL PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR AJ ALILNU SAFETY PANEL SCALE .1"s 11110101m Imalill Um WAU ✓MQUINTING ON FLOOR. ANCHORS SMALL K LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. 0 - I -A QN a RE LEL SAFE AN" PAGE SMALL GULAR PANEL "MM, Aw---N)ms� % SCALE 3/r-i SCALE 3/li mam"I V1 ALT ---■ AS N &I) AND IN A.2)� a RMLAR pm 1k. T1 P, Vit �=Ia i IS. No. 44167 .............. BLOCK ALL- GENE N VALE 3/Ei 1. MSUUATXWS AM ONLY VALID FOR WITH A.S.D. DESIGN LOOM• FLORIDA BUILDING CODE (HIgh Velocity Hu cam Zone), WALE 3/8 -1 FLORIDA BUILDING CODE (HIgh Velocity Hurricane Zone) 1/4- 0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. ITUILDEX, INC. FLORIDA BUILDING CODE (lifigh Velocity 11i one Zone) TKAU'Re's . 9 wm mmal sc. was" .2m ILI= Pie. F.P. ;/4"00 X 7/0' CALK-4N ANCHORS AS MANUFACTURED BY DEWALT' INC. (f`-1500 p..J.) sm m UP TO +51 -710 PSF NO Pkii UNON UP 70 81 I's No 44161 20 GAGE CALVAMZM STEEL STOW PANEL 20 QGE'GALVAN= STEEL STORM PANEL %D.4 1 gViN 20 GAGE GALVANIZED STEEL STORM PANEL OW" W. --f 4-1 PANELMXTE FEMALE to AND'PANELVATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION On, 2. FOR NEW WOW FRAME CONSTRUCTION, BE SOUTHERN I. mWALLATICH4 ARE ONLY wAUD FOR BUILDINGS WITH A.S.O. DESIGN LOADS #?/slam PRODUCTS (F-2071 LIP To .55.5, -72.0 PSF A40 PANEL'S LENGTH UP TO POW NO. 2. W/ SPECIFIC DENSITY OF OM OR DINIAL 0-/XVgm CLOW PRmcm PRODUCTS, LIC. am. 0/m/am GLOM NOTECT" Pmum I.M. DOE 11LIECO, OLi PROTECTION PRODUCTS. UC. DATE, 111. 7, FOR WETV WOOD FRAME CONSTALICTIOk WOOD MEMBERS TO K SOUTHERN An coinc S.W. 51 s7nm 1. -M S.W. 51 gym Sm. At SPW Is WW- FL 31 PINE NO. 2. W1 SPECIFIC 006M OF 035 OR EGUAL sless, Anes PHIDAC DISH DAVIL n- 33314 20-176 DNML fL 33314 (964)00-�+ m (�)NO-M -176 (ft4)$W 20-175 MOW. 1 20 p�oc (U4)40-7M M -INS? I OR� "-DOW,$ Nz "host 14101"1 *AwIPWMEIDPn L CA-Sexi Desest SEATER A. SUR 'k. P. *HUITR A. nuff A. P.IL I'm . of 20 FLORIDA U. a son 30 OF 21 IF= 91 .* 1. - j 441 COMPONENTS FOR SERIES 2000 A 10Q0 E-Z HANG STORM PANELS (SCALE 1/2-1 [TOTAL v4m)--- -12.500- (EFFECTIVE WIDTH) 1/4- 5 o7s Sao 2244' T 3.300^ Cow ,YIN. Twom 2. 651,• CAL%Wt= am 2. i-14-- HEMMED Typ ISM A-653 EDOE GRADE SO Y601W MAIL --------------- - N 0-M G&V. (D STORM PANE 2.470'- P&WRSED *h* TRACK tmm- LUD-m- At, W/ Nomm EDGE -CAW *04111 L%MEMC VIEW DETAIL A ROUNDED CORNER 0 ENDS OF PAWLS END UP W/ HEMMED EDGE. (N.T.S) LJ- L-2 0011 Rf)PAM OPAtIM -PSGER 1 �4 -7 r- 125• 6061-T6 Alunn. ALLOY - - ------- ... A. 1w. ow (719.) IS, No. 44167 FU ATE OF 02= aim INC. 3' ORIO... O 3"W(Max.) Ai ANGLE STOP am%SI "'i -. z T War T07M IS Dmwaxmw gim LONG 60111 Alum. ALLOYse. 1-%Fws AL C.-Gooms 3 I'= Im :i - lypi 2,500" 2.2 44' O REVERSED "i TRACK .1 2V 2.000' V Ali 2"Id"(idali ALUM. ANGLE BUILDING 2 24 ( MaID" 4,/24�NIOTE W/o tLeA& V/24 0- &(2) SEE MR 2 KID*) 3' Men, 2'/24 0, V/24 le "M 3 anaN) r I* Mn. CONCRETE ANC4M r M.. As "i FOR COMCMM ANCHORS, $9 SLaLW r-. or sm SECTO4oN Sim ,*0w SHM 2S 11W.-(Sm SCHEDULE ON sm. 1, Ali a 2 Ne. 00 OF 60 L. WTUMN Aga) P.. SEE MOYE L 3. 4 BRAN SEE NOR 2. 1 4 KLOW 01 "M D. 4 SLOW 1H I I (L S.W A-.- U.S. W/ 40 2 -1 40 Z I zi I III I I I 3�3.12- LO I "JasTax -0 OR (S) w/ OR "/am - (2) Is- t:�PAN� TO BE INSTAILUDID AT EACH • LAST PANEL (D TO K =.-.T.L NUAUM AT EACH K 1=79 TIPM& ELDMON EQR OPENING WAR KMW TO FACILITATE ."DUE: 'rAclutm 7".019 I21CAL ELEVATION EQR SE ES 1000 REM To IF WTVM TO K INSTALLED FROM E IF INTENDED TO BE INSTALLED Fill* INSIDE OF STRUCTURE, -Z HANG STORM PANE-L E-1 HANG STORM PANEL M TMM INSIDE OF STRUCTURE a ,1/4- Yew. GAP Me- GAP 1/4. Ms. Go -1 MAI jay SECTION A=A SECTION B- SM 313r . I" so" W . I" (Q. DEMfMN OF SERIFS TOM: E - Z HANGSTORM PANEL SYSTEM C67M OF PANEL + MOM, TRACKS AT TOP A, PANDA"n PLUS OR IV LONG Z K" STORM PANEL SYSTEM CONSISTING OF PANEL + (JrAi BOTTOM W/ PANEUMTEE. Cont. TRACKS TOP a BOTTOM. (2). END PANELS 94AU ALWAYS BE CONNECTED Ti- SILL - AiHENS O SMALL ALWAYS Y W/ 15 PANELS &PED BE BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR IES OR. C2)� (rS:V PROVIDED AT TOP Of SUCH PANELS. mwer CANE 10 1 WING NUT 09 1 "40-11 INTO TAPPED (2 (EXCEPT AS (3). IF END PANELS ARE C TRACK, Cl/4Q DESCRIESED ON 1/01=04 ONN O!iiiSIMILL CONSIST of ) 6 ;�4;10�=/4"S 1�1"Flem-o NUT OR (4T Is, THUMBSCREW 1/4'W A UM (3). MR CASES WHEN END PANELS ARE OF C AT TRACK- LOCATION OF FAST04M MAY 8 EITHER X44JEOITO END PANELS ARE NOT STOP BAR EXTERIOR FLAT FLANGES OF END PANEL 17-11"N. PROVIDED AT TOP OF $UGH PANELS. (4). IN CASE THAT END PANELS ARE NOY CONNECTED To BOTTOM TRACK e. A STOP W IS DAILY& PANELS SMALL BE CONNECTEDi BOTTOM TRACK (4). =$:CM.OLATOO WHEN END PANELS AND SOME INTERIOR PAWLS ARE DIRECTLY CS =%b AT I= Too T ONE WM'RM PANEL S ON ISM (3) ABOVE. IN SUCH CAM CONNECTION OF PANELS MAY KUSTOWMJOSWrMtLVEZ3 ACT M ATrACk" BOTTOM TRACK TO WALL ljONNELMATES, TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. EVICT PANEUAIATES F SHOWN ON ELEVATION AND W/ (5). V CVE2; SEE SECTION 1% 3' & 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON 54M 25. EDGE DWAACE. :�� %0VUH11" NOT NEED TO K COP gi M-EAXS.sh-u:��L=.- SUCH THAT AD.14CENT PANELS LEFT & R*ff AVE ssloTjj THEIR OVERLAPS KTMM BY I ✓ FLORIDA BUILDING CODE (High Velocity Hurricane Z*ne)l I No, 4 167 sm ?LIM WC, 20 GJ1GE GALVANIZED STEEL STORM PANEL rp -0- LLC. STAT OF 11LIECO 61"m PROTECTION'DATE, ON SX 5 sirw TW33314 u. Metier As. K 'KIML oulsol"'m m M")Bw-*M 20-176 ES INSTALLATION DETAILS FOR SERIES PANEL (1) INTO POURED CONCRETE 4 semir a) ad 5 2000 ANQ 10QO E-Z HANG OR CONCRETE BLOCK WH as Seem a) STORM 4 SEE SCHU)i SHM n IN Wnft . IN on. $D%VaSEPAMTM AT GLASS, TO CLAW MDR DeERAP L' I vdw CAN.* RODUM TIES V7 VIA -V4=14- w 0 i I , 0 WALL. AND DIRM ING INST,EfH WALL bINST.ow No L KOMT2' M INST. 0 SCALE 318-1 SCALE 3/8.1' &S'low 4 SRWUPOIDIM ILK o, a, L L M :A1 ..T.Eox 8, U RW A BOTTOM UM09MM CA. WE 3 coma A, ANY MAY TO sw ANY & parolLaot il QUAIL I •DWm E. DN 1 1: SCALilr - I- VIEW 2�) WE ce am ox ow Sm ELM TO CEILING MOUnM INST, BUILD -OUT MOUNTING I=. I SECTION 4' MA: WALE 3/9-1* 5 Hurricane O CL 0 ■ Cf) m W mi ei z z a_ SHEET NO. SH 1.2 11 I .L I " wr I I I ILO_ n-IIII ''IFL -A I I ' L I I I -- I I I - 11 I_ I - I - -'I I --- - 1-1 - I I I-- I 1 7.1 11 , 1 ----- - 11 ! _I 11 - I . I - - --- - 11111111 71 W- - --- - I 1 - - I III I 111r-1, MAXIMUM .S.D. AMT, YeaSCS.- -- I TO =-- 1 1 -WMA " .'= .06 +46.6. -753 70' OR LOS 2 9/tr I 90LIED . 1 I 1'. 2'. Y. I `w. 2*0 & 31V +66.0. -711.3 W OR LESS 1 2 7/4" 1 - - I ­­ - I Wl�gO rM "�,S.S.ftmmI, M * MMOMff AT Me* & MCO OF PANEL LENGTH 1111�lillillillillijillil�ivillilil�ill�ililli�F ki"w..y lil:.!:,-Gl.It .z.�.:".i.,i1lol.M.-ii:Lii"tii,:,:k.I'm !T0!­M =1 MAXIMUM A.S.D. DESIGN WAUM ANCHORS SIMOMM MR E. 0. - 3 Ilr - APPLICABLE 70 A:,wc"1M,.i,`CV OF THEM MAMOIN PANEL LOOM 'L' (M.) PRESSURE fmym J) TAPCON6 CAU`­OI PM4VJAME FEMALE to PANBJMR PLUS � TO CONCRETE To COOKIE" Blow TO ; �- - To mcpaw sum To wcftw I.IAONCOW ,= " 10 CoNown: I - BLOCK 12* - N/A 12* N/A 12" N/A 12, N/A I' At 2' (TOP) 11 . ,.* - 1'. '. s. A- 1. 4' )+ 12' 1. 12" 51 a' 1. ir a" [$&;;Ewp )++ 6610. N/A N/A ------- N/A N/A - ---- -- - N/A - N/A 12 1/2- - - it' - 2' (BOTTOM) -752 7' N/A I 6 1/2- N/A 4 1/2- N 4 1/2- - "/A - s (TOP) 70* OR LESS 12* ;/A 1 12' N/A Ej 9 1/2- N/A 9 1/2- 1 N/A 3' (BOTTOM) 12, /A 12 . NIA i2' N/A - _ 12, _ I N/A 4- (TOP) I 12' r 12* . 2 1/2- , . 124 it' 1 12- 1 IT- 4' (BOTTOM) I * L600 TO SOLO Cs.f. &S.C. OEM PRESSURE RATING. &SEE SHEET 26 FOR ANCHORS TYPE A SPACING roll OWALLATOO INTO YM FRAME BUILDING. ~M MOM SPACIIM *0 WdIAN EDGE ORANGE APE IMIDICKIED ON INS SDCWAF FOR ED. LESS "M MOVED ON SCHEDULE PEDLAR AND" SPAM By MIAMACYNS $PAC= ROOM CH SCHEME BY THE POLOOMAND FACTORS. FOR no OPCNUQR 70 BE POSIMLL REDLM VACNO Mon Low rACION SHAU MDT BEM LESS TOMONNUM WAMM NOWO FOR EACH ANCHOR TYPE AT USING& -ANCHORS Nip" Tv 1 1/4-. 1/41. A 1/410 1/4'. up" - MOMPApat OWMILWASE put o� - - Aticieve weetwe 0.4 3 !3 3 t3l'l.. 3 2 I/O . WMA jCWVWA W4 1 I 3 3 P;= 11. 4 =A Lb IM am" fmm --F-i- _ 1'r i 2L =-:F-- - I 11 - - - i r - 1 3 t tm I - I ,m- F%t-� + REQUIRES M-. DISTANCE BETWEEN BOTTOM OF PANEL I 1". No ®TO at tIr INFOL Ft� PKVAtM Mo. Of DISTANCE BETWEEN BOTTOM PANEL Q To BE: 3/Ir L ++ L3/16- M" CODE (Wah Velocity Hurricane �nyPONENTS FOR REGULAR , LIFE SAFETY dE E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2-17 I ----- .--I5.I2V(TDTALW1M�----­ ­------­-­- - 2.18r- -� � , ------ ---- --12.5W(EFFEC7NEWWM)----------- ----- � - .193' 1 - 1/4-0-20W4- ! r---T-lF -750'�- ­441- STUD IVAII ,L-- ­5 1/4, Mv.)­ - ­ 1 07 �- ' • 0 I" 11 OR = 14 .11c- 1 : � N : 1 2M I .374t.- .125�., • I � 1.25 - ) 1. -1.3 135-0* - I ;, W . -)w .iW-.!- 9-- .I.iaQ. '. SA`Y BE "O'C"I A I rl-3�0' 7 017 I I . . -- ',�', , -- -\ . ---- -, -- F . t " I , �j . , , I b , " 250 lb -ILI. I 3.375' � 11 11 a max 'I, twl, - V , � . ) QNLWMM STEEL t- , , * - - / - - 111�, �,�, i .064'-- I .11 EDGE ASTIM A863 v � . / IYP. 1 2.. � " I - GRAM GO -3w 2.1i15" L - .. , L- . I � ­j So / .-DIETAIAL A FED CALY, 46 ---,/ EDGE � _ ,084* ------------ - L ; �75' --",) I - - .... .. - e -- ----------- �r STORY a) - -.PAKL L-I.M. - MAL AJ L--- 2"W-- ­71 PONDS SIALL BE INSTALLED ALWAYS ­2.3117­- FROM LEFT TO ROW W/ 1/2' LED AT 00 AT UTT SIDE Of PANEL (2) "N' HEADER (�) -r (4) ANGLE MIN STUD / Tr, TOP EDGE 0.024- (Min.) ','.,t 11, I--9- Alifirt. IS Do UP ;`� -- ".1 - . or PATa GOOLVANIZED STEEL W/ Nameir wix- PANEL A � �-"­ `- *0.05' � I " - // ! 1� f - : "Not, .i33. 02M. � I, - " - - .6 , . I I- -�. DO. I --J II -- - . - ., OJ"o . 1, L i ,.a,. A M --l- - - I -1 -- ----- 2.591­---- , -,-� HEMMEQ"- , , - ­ -.�, � - o"MI � I- -2,250' - � 11., t --- I= T�--270­10itm 1� -0 OR JN� I ISOMETRIC VIEW DETAIL A I- . , -w I -- -- i M I I, . -;1 v I - ROUNDED CORER 0 ENDS OF PANEL'S I - A&L.005, U..�­ END UP W/ HEMIMED EDGE. L--L .125: -2.378- --- (N.T.S) .375 , ­PEmAN OF PANEL 2 70-1 �M HOLE -,Y- AT - 3.750' 07250 ©IHU . I I .25AI! ''Mj 305-5ALLI. = I : I ---. 11MA 2V *SEE SHEET 6 FOR ADDITIONAL2.1-750- - A r LWAM& F SELW LOOM S I r. 1- - --125' ONLY VMUD MR NSTALATONS INTO 1-I12"!- 0= STIMICTUCS L­.r- OH 2bw- 2.OIDr . . -.193' 2.ODOLLOW, . Ii � ­2.541-- ­Ilr -W--A--MASHER-.w ,, ,.(, (T-- "* • �-I , - (2REV. MUM HEADER © 'UEADER L . �� - ----R-- SLEEVE MAL @" ANGLE LENM * @ "J* TRACK @ PANEL MANGER @ * - ----- 3 ODD' MOI-76 ALLOY A, -E4 , " - (I 1/4- WIDE) ­ i - ­­­ , ,iioiw (USE ONLY FOR E-Z HANG STORM PANEL � : `� ........ � ....-.. SYSTEM) 6053-TB ALUM. ALLOY F 1 . I -I f----T-- 1.671- 00 1. � ... 0 It:5'. 11. ."a, -- - . -1 � 4 FLORIDA OVILD114C CODE (Mon High Velocity HU one Un , - i�. 2!�- i * t * TOJIM W- r.p. 2.0-- '� I - - r " *1 - , 12.3 T 9�- � 'a. --9-T - - 24 CASE GALVANIZED STEEL STORM PANEL ONM or; I A [1.201- . i I. STATE OF .-I -1 (ryp.) .. % Itsm I . srclxm - ­250' . . 1, ... VY/V/� � - - - L . 2-ow N. UN. r- . GLOBAL PROTECTION PRODUCTS. U.C. MIT, --� L- 4f­ IIILIECOING��-� .m S.W.. 61 sow ,". - - I - - CAVIL M33314 @BUILD -OUT "F' (9 BUILD -OUT "r TRACK @ & (��o WAS HIERED WINGINUT , ---/_­ -W�-:A ---=--!v"`"` - (*.)M-?bw FIX, COAH)MAW.Sen 20-175 CA-GOMIO I AM A. - !MA � IMN TRACK ANGLE (ZAAAAC 3 ALLOY) FiX IrAL,'SKP94149/Wt KNUEN A Au I - ­ FM91 f I I L am , I I ---- I INTO INSTALLATION DETAILS POURED CONCRETE FOR REGULAR PANEL OR CONCRETE BLOCK ALTERNATE CONDOM STRUCTURES ANCHORS LOCATION -TSEE SCHEDULE ON Elastwo PEOLM CoNCRETI; =1.W1F=IORl ce , Dosnw POURED C11111711. - we SHUM 9 THROUGH 10) --- , 00 CONCRETE BLOCK I SHEETS 9 THROUGH ioiL I Olt CONCRETE REDUCED. REOURED. . . \ - U. I LEG TALON CONCRETE ANCHORS ;IL I =M=ev (SEE SCHEDULE v- - swim 9 rrooucN I i ­ (1) 0- " -- �-- ­-v%I-.0 WSW HOAc � 1/2- ------ - ­ - WMI&MI-M j 1/4" saw 71X 30110, I/.*;1b ON -il/,v MAX - . I .... -----r ----I CONCRETE MICHoFIS z (SEE SCHE06U ON - -- - - 0, ,;SA""/NV` 4� 'Ir !! ----- ----I I I I I ! : (:i>- SHEETS 9 THROUGH 10) f 1111 --- - : --Q6.0 :Ovv..-, ----I F- � D, I I i "v i ED. , . - I � . , it.. :: PANEL LEMM 1 -01 I @ -- I (SEE SCHEDULE 1 I I I - - I C-a�-9 . 1 --T I i I Ofin. (D FFM� SEPARATION i TO CLASS. I It - - -- I --- 1. ��-,-�',l v Mo.. (SEE SCHEDULE I TO CLASS. ON I ,�-I-R I ON SHEETS � (SEE SCHEDULE I 9 & 10 a I ON SHEET 3) 1 - rvaio SPACER I, PANEL LENGTH t , -1 .Z.. ., A emm� -01 --- - I I I L (SEE SCHEDULE - ___SHEET3j­,IV_-- 1 - -- -- MINNOMin I utew am Y-n PANEL LENGTH I / - - lwll�. - I f - 1 ON SHEET 3) - -� (SEE SCHEDULE F ­ - -----,- t 1, SPAN -1 - 1 --(a) I ; ­&4 . L- 1._------.- . I ow SHEET 3) 1 =-� . I (SEE soqDtAE i WX ­v- - I --q) I - I I 11 I OF V MAX. OF I MAI, i --(j) I I (��y 1,4- -4't . ! . . -1 I . �L t - 1 Sox I f LO , i OF 'L 1 0 : InIr D.C. - - - ­­ - - 'Ir - � Mo. i I I -- -­ � ,1 - - ) L - --I - - " 0�1%v � . I I I I CONCRETE ANCHORS i EXI CONCRETE - REOURM , ' EDGE OF WALL OR SLAB T. CONDITION) CONCRETE ANCHORS SHE SCHEDULE ON— - I I SHEETS 9 THROUGH 10) , A(3 . (SEE SCHEDULE ON I - - - ------ --V . . -1 SHEETS 0 THROUGH OY . 2 I/r LONG MAX. ALUMINUM . -,* SPACERS 0 =* O,C, VALID FOR 5/-4- POURED CONCRETE ALL 0009" AND PANEL ' cowmm AAAcHoI �: : (SEE SCHEME ONREOUIRED. I CONCRETE BLOCK PIEOLXRM. EKISTING POURED CONCRETE LENGTHS PER SHEET 1 ­. Olt CONCRETE BLOCK I * I* MAX LONG &LW&W SPACERS ISSHEETS ­--LO, SHEETS 9 THROWN 10) .--- 12 112' D.C. (SEE TABLE #1 ON SHEETS 2 & IQ.) CEILING AILM1111110JUNTING a SCALE 318-1- RuLar MOMNG SEONN 5 SCALE 3/B-I- " WALL MOUNTING ZWR W /SPACIERS (1) OR 0 s hm SOME 3/8-1- %$$Mon , , -N 1�0/ � ...'�CENs�,� .1 1. BUILDING CODE (Man Nigh Velocity Hus FLORIDA fly, IN we Zone) - * : . G. 44167 '. I � �11= - I 24 CAGE GALVANIZED STEEL STORM PANEL ED. - EDGE DISTANCE (SEE SCHEDULE ON SHEETS 9 & 10) Nam FOR MONATION Of SECTIONS TOP * BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY i * -, * . * . . I ,E::� SS.-$... . - _ ,!TATE 0 �p - P/,>,/-- DUN W. GLOBAL PROTECTION PRODUCTS, LLC. afv/nn cNaL .m vw 5 snw aft. Wee-A.-MILM0. Me. - COAL F. 3016 -175 20 INSTALLATION. a i4l i '19 C` a, iAm iiiee� 1 00 VII-1.01, , .,= __v PIAWIL. (w)"l-row FAX. QAHWAW_AYVr - WAMM ft I - - - "MWAW./MorAg/wm C.-Gount skim . YLUt .. PL --flialak I I F509 4 I 1 I I - INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORM PANEL (1) . INTO EXISTING WOOD STRUCTURES I 11 :/4'0 LAC SCREWS 0 8, O.C. A/ - I 2- 7 1/00 LAC SCREWS 0 6* cr III I - I MI,, THREADED PENETRATION TO EX61M WOOD HEADER � I ., I I I r�/ -4 = 2*.., WOOD wkmn I 1/2' wi, THREADED P[kETPATVN . " I . I I � I - - ON EDGE To ENSTING WOW HEADER, , t, I " \ , I j ---@ Cant #,*-I- SAS. I I � - flftl* \1 ,i .. III 0 FA IND OF@ 1 8 EA DID Of (D �, "Y I , " I 'k , , , , , I -- 5 -� -� " , I , I I I I , I , , , / , , , I - TRUSS 11 A LAC SCREWS 0 5, O.C.ot, 1 2 "41� .... (SE OET.A. 1/24 k �� A, . � 1,� � . I -f - X:�-20.3 . . �" .3. 7 W/32 . = To ,I "Y" '"Coo "'AC" NOTE IA " - --- -j �t - WING RUT r OF EVERY i I yp) .!-- I 1 1 i 5 �1-, I - 1 y1f, Ak- ONEW. ppr= 4) �4 C� 014.1- S.M,S, 9 FA EMO OF 0 I I I MOM a � (I".) 0- h I T- 1 - - - 11 I - .. .,.-2 '. - I (SIVOETAP. 1/24 4 NOTE I& W-OW) 5 2 8/10 Me, 1 I -.;/2W/4' 5 W Ili 1 - ys'. ! 2 9/,S- - I - SEPARATION - 1 Zj�"-201.11 TO CLASS, I .,,/ Ll._ 5 ;Z.;YJ2* M TO CLASS I 1 12' C.C. I I 1�I MIMG MIT a 5 -- I -- . �� .# I - 3 ,/... 1- - - - I ; I / M =? I 2 9/16- W� . ,/ I L - -1 17- i - SIVARATION - .1/6*1w.' 41 I . � 1. tj U i 9 11 TO GLASS, EVERY - 9 . I ; I ! I ; I I I .1 4 . ! 11 4 -I- --- - : . . .F . I K ;- , I '­ i I : : it I ,� -- - ;- 11 i . L - I - 4 Ill e I , il I 2 ie?s.L-.S - I 4/- It I I I I ><-� I 15�� . I i .. - . - "A -� 0 ---- 2�j -�j - J!-:�;� - - - I ' - - I- -e� 0 12, 01C. 1 11 �, 'O. I-tf:E: �.? � 8 I ----I & 4'M w 44Z= . ./ 0 6 a � Y, Ciek - -11 I / -.t� I a B ' I I I .= * ; "=:`I21/1- O.C.cc - .__ 1 NOTE L. suaw) . T I 11 � .. ,i i, , 1 1/4*0 LOS SCREWS * 6' 0 -;- I L 1 4 ;,;��K THREADED PON 0 �* 'I, I 11 � " -r."LUE REQUIRED yp,-,�we- M. or IIIATE At SFAS 2000 on "I on ON EDGE =1 L:-:J� . I I Nei, PENETRATION * W " j I' %-- US L;ZV­ - .r -10 PAWILMATE PLUSW/./O" M.S. IV/ 7/8%3/32" ,ow 216 WALL MOdUNn / - I ww NOTE 1. OWLM 6\ � - \ 1 - 7. cc 'q, tkl -- - I A , , � "i =2UO* INSTALLAMON - " - I ' I �,\ d .. /4'0 LAO SCREWS 0 A' O.C� W/ - I ,/.�. LAG; SCREWS 0 A- cc, W/ , I - MV,. I. L"', \ It -'r '�- 1 1/2 RAA= PEwwTkA, �, ", It 1411, 0" ,.I.r . -VENIM PE.Em. - , . , 'I. Prouem ALTERNA7M Z� 1 � ; , ' ' " "DOD W REOUM OF PLATE ift ! - OR ON - SCALE 1/4".1' 1 1 1, I - -. 2'"' WOOD I I . 111-��, PLAIT . FIAT - CA ON - I I , I ALTERNATIVE I "W BIU]Lb�NG SCALE 1/A--1' I i �1, I'L I TO GEILjtQ MOI NTING I ALTERNATIVE 4"W I - WSTALLATIONS ARE ONLY VALID MR SUIRLONGS WITH ASO DES" LOADS I I . . 1,40041410,qq� .. ltl�k.. SCALE 1/4--l- UP TO +08.0. -75-3 Do PANELIS LOOM UP to 5 - 10, E � � � 2 s L� I , p AL Titz FOR NEW WOW FRAME CONSTIOlUCTION: WOW MEMBERS TO BE SOUTHERN I L 4 , 0 ... A. ...... PINE No. 2. W/ SPECIFIC MISTY OF 0,56 00 EQUAL - JF N. -` I I / *�.--- \�CEN,Te. aw-lb: I = .: : No. 4 , ' SET s:C At TOP AS I * -. WELL E.W. j:.#pAMX. . . I 1000 OR I =8`C`V % --'-.. STATfr0F ., , , I ,It O II, , ALTERkATIVE TOP . . i� . � -3umm COMID(TION A ��­- III !�i� TOP 81 WIT OM MOUNT IMOS CAN BE CCWNM ft ANY / my 10 SUIT ANY MTAUA3m SCAM 1,14 . I- ", , I - I NOTE SHUTTER TRAM Nor sNawNN hal 010 ,HEADER REOLOW w; am" a 4.O.0 */ W. 1101EAM PENETRATION Tin. I'm M4EADOL j�',r 4' 11,i ",MON; ._C CIVAL #I.i, sms PEA END OF 9) ' P1. . 1/24 A SrINGILE PANIMM U� AT TOP BOTTOM WITH M ORM * MAXIMUM PANEL LENGTH "L+" OR *L-" (ft.) 0 MAXIM AL&D. ". PRESSURE RATING (P.0.) I. or -) CONCRETE a WOOD INSTALLATIONS ♦t L+ IV­ 200 tz'-o* 121-01 210 It. -a* it..,. I JAG ; 1,-*, ro'-s" Ji W-10, W-0, 4" to'-r' 9,-4, ASO 91-41 81-91 I Sao 0.-1. 8'-4, S!LO #'-Y' 81-o' pao 81-31 r-r 010 0--e .11. Mo 71-8 . - r-o* no r-s- . a-- to - solo r-2 f'-r _ 850 ;.-I. 00.0 81-01 6,-2* - WILD V-91 6*-0, Two e'-Sl I $'-I 1010 120.0 trio . r1sre I FLORIDA BUILDING CODE (Mah V019city Hit cam Zon , .. I "302W IILT= w. 1p - .*! 20 GAGE GALVANIZED STEEL STORM PANEL Iwomw 0 .. � �1�r"W"Wea ­ GLOBAL PROTECTIOIN PRODUCTS, U.C.LCCUT, �-� z `400 Sit. 51 SYMEET - - p fl��,7.-, ­��--� ..", R. .1 10u., � - TI;wYTNq kl� 20-176 1\ /� I - . .IM V/ , ---. . - Row WMOI - 0 4 -;vwW;-- -guit- " .,t SEQ'StIATUREAM 04-00061"ll - - M 01MAIN; ft - "I= A TILUT .; py- 1�:11 I - . I . i -. 1 - nNG i(p.s.f.) AND CORRESPONDING 1/4, 3/4. 4/5. 5/5 & 6/5 CHEDIULE ddLY FOR REGULAR STORM STORM + IW/6. 2W/G. 3W/7 k 4W/7 REM, CONCIH TE BIACK k WOOD (t) -r MAx-- -- - ANCHORS (SEE SCHEDULE: ON 31 MAX 1 I' MIN. I SHEETS 9, 10 &11) -- -- -- ----------T-I' MIN. -I . SuaLLIAKJACI)MMUAMM AT EACH 0 -/ / I Elm wim TRACKS a) - M - a & gg 1 6 , � 0 6 , jo D.M..0, (I). 4 ,I,- r.,. - rT--]--I-r- -f- , r r-­T--T-r--r-T-­T-r ��- I DIRECT LQUICTIED AT EACH ENDS - / -I- I . . I I MAXIMUM PANEL LENGTH *L+" OR 'L-* (ft.) 0 MAXMUM ALSO. DESIGN PRESSURE RATING (P.A.) (4 - -) ' CONCRETE k WOW MPAUAT04 t AGO W-4- 1 1 13*-O' 25,0 121-10, tf,-r . Jac I r'-8, fo,-r -,&a 10•-10' 11-9* ADO 01-81 91-21 45.0 #'- I' 8--r- Sao *,-7* 8*-2* Soo e*-J* r-9, 60.0 I 8'-O* 71-5" 7•-1. 71-2* -66.0 M.0 r.1. 61-11, no 7*-2* e*-8* 80c 11-1. 01-3* Also ,-O. 01-r Sao f'-9, 61-1* 93.0 0--7 . s--Io- - ?Gag dr-j- -- S,-r 1010 6l-31 s'-4* r­r;0.0 --- - I s--I- - 1 4'-10'- MINIMUM SEPARATION TO GLASS SCHEDULE - MAxlMUwI PANEL LENGTH WIND SPEED 4 170 ..Ah ­ WIND SPEW > 170 ..P.h (I.) UNRESTRAINED I RESTRAINED 30 OR LESS I. I I- 5 1/4, >33 10 90 1. � 2- 7 1/.2-- TO ,: '* 1/2* 7 1/2' '-"- -, F- i I- umunu PAwn I ruffm A.) FAR A 12111i NIOLINITIM111 CMnfnOW ------_7- WTM OBLECT MOUNT I. HEADER ... HEADER I. 11"XI-5, . ANGLE Ir TRACK WILP-aff Ir TRACK ANCLE NICK - I - DOW MOUNT 40- 32" '. _ 1. - w -9=L 1. 50' .S'xi.5" STUD ANGLE 1. 32' 3r 32* 42' 1. 3r 4.4 - "r TRACK i; w 32 . 1. 42, or 60' 1. - - So. 1. 3r 1. -39- W. 56" - 1% MN "A"i W, WE GO No, 1--.---�- - -- I-- 1 1 60- I - I -:':j * I 11 11 11 Vl� ", 8 I i --- 1. - --- , -- ----- "T - 1 ­-­----/ d , -�!�1, "-ITTT-1 I ,---_ OM70 PANELS W1 I ; I -9-.S. M.S. BOLT Wl 0 0 EA OVIERIAP i " ,�/-- I/ 1, I (SEE SECTIONS AS APPUCAELIn � I , , ,'. . I I I I i I I I , / ! I � oJ- 1i I I i4l --O - - 1-1- - -----I -J� L --------r --- - - r - 1/4. 3/4, 4/5, 5/5 & 6/5 1" UK VW/6, 2W/6, 3W/7 k 4W/7 : --ANCHORS (SEE SCHEDULE ON SHIM 9. TO hit)- - - - --REGULAR STORM PANEL - arLynos /4' Ma. GAP ­ ­2�­­ N.T.S. I -I r- ma. GAP = I - - - SECTION A -A �� N.T.S. MOVES, (1) L.: %VJWJM ALLOWABLE PA4M LENGTH FOR A GIVEN POSITIVE A,S.O. DESIGN LOW L­ MAIL ALLOWABLE Ma MM FOR A OWN �� ASO. DESIGN LOAD (2) PROCEDURE TO WOKOX NAM" PANEL Lbgft OM04 A POWITME A.S.D. M" LOAD. DETERMINE MNAM PANEL LENGTH 'L." FROM " INNER A CRO PC WOEL LENGTH 'L-* FROM SO V NEGATIVE DEMLO 1A FINAL AXONIUM AL= LAD ThEMAk!! 'MOTHE FAMM XMWVHEO PANEL I Kywmw ,L+* AND -L-" (3) SEE SCHEME BELOW FOR MIN PANEL LENGTH FOR POROSITY QUALIFICATION. r INSTALLATIONS INTO WOW ARE LOURED TO f 05 P.M. MAX A.S.D. DESIGN PRESSURE RATING 44167 ". It * : I . * - , .; ,-- TE OF ��� �� RiOt... icalri'V-7/1144- . M egm ?L"= Na _ J��� 2si0!---* CA-00mis 114012 4 IN 0. , FUKM 4419? 24 GAGE GALVANIZED STEEL STORM PANEL ". DOM 01. - - - M PRODUCTS, LLC. OLDBAL 4= &w. 51 SrIMOT tectai ISH COAL FL 3331, )ww­7U& Ite, 0.)... 07/V/2m a .,L. 20-175 . ft WIS AW. TIEDI AVA I -. i - I - I I I ! Z1=3 , I F"9 1 INSTALLATION DETAILS FOR REGULAR EANEL (11 ­ - - 1. -- INTO WOOD STRUCTURES ----� ----T-- -V� I'� ... ---- ------) ,� i il 7� . � � � I . i! ,-7, i h - . SEPWWTION I 4 �� tl---i 1 (j) --- - 11 - � -� WOOD ANCHORS � I ---- TOI=Ms. --- I /I 1; - (SEE - . � �-Tsu SCHEDULE ON 11 � ­ , . /1-ti-20.1- - il , I - � I I - -- Sw I" WLI, ON SHEET 3) SHEET I 1) I I F i (i) I - - -ai -r. 0 I . 1 4 0 , 1 . 11 - I -- III -- -- l� / ,-- -- 4 'le or� . - - =m � , umc . ? �j x �", , " I , � / , ; , I j � "I I I I 'I, ,/ I I i ,. L . --------I ex;:;�� ,v Moe. I , I . t -- -- ---I PANEL LENGTH LA . G, I - -(D WOOD - WOW ER � " I , , , I 1 (SEE SCHEME -EM-a9 . - � I. � -�- -11 = i i .- , .1 -­- ­­ . I 1� I i 1/4' (SEE I /-- , - I r- I -- ! ON SHEET I 1 FOR SHEET 11) .1 �ai 11 0;- 1 SPACER 0 z / . .1 MAX. SO, � -IIn ;I "Tw T :�� - � I OF L . I I1. _-SPACER-_ I/ . . . . . . .-I - I I I LENGTH ­(j) " I i- - -- ---I � i � /! \ P I . - --_ . . I WOW WADIE& � 11 I ED F : . � ,,� 1� 11 � , ,� --- I � � , / " il " �� . . i I ArounEl) / I : 11 1::"��- r� .---=:: I , - I , , MK I -- - � 1 : I " , � --- w . I - I ,�, \ � I , I i � � ED I .��� (D 11 I I- �� - ;j I I I- I 1 - MAX. LONG --- I ----j I I � I j � � � , � -@I ALLMNW PACE" 0 12 1/2- I , I : .� 1 � O.C. (SEE TAKE ft ON SKEET 11.) I ! i i i I 1, 1 lj� � SEE NOTE - BELOW FOR LIMITATIONS FOR -0 I SEPARATION I *L* MAX. I 1L* � I 1 1/2- LOW sLEEITS. I - MLEMNGTH 70 GLASS. - I I I 7 I I I i PANEL PANEL LENGTH , I r- (SEE SCHEDULE � --,� �, f ! I ON SHEET 3) i (SEE SCHEDULE I I (SEE SCHEDULE ON SHEET 3) 1- I ON SHEET 3) , ' ' _PANEL MATE FEMALE to OR PANEL MATE I•- - -- : PLUS (SEE SO4MM ON SHEET III) I ,� , I I - I � ­ I I 'it, - I � r M'/M�. Or - ! I I j �., I - _ _ ' SEPARATION I I � I I =%rkn On I I 1 2*�4" L � - ,0/ " -----�jy OL-iss. I I ;. ­­ - - I GLJI� SCHEDULE- PLATE REOUOU =9- �- :-- i --(D SHEET 3) DIRECT MOUNT WOO SPACER I I ON I a L­­ I I * I . ­11- - ­1 �- -T­- I ALTERNATIVE 21111". I F- i , -- ----,!* SCALE 3/8.1" I i -0) . r,47n,- 1 1 SEE MAX.I I sox. I I i 0 12 1/2- D.C. N2!LEA�[I ON SHEET I 1 FOR PANEL LENGTHS & ,- '.I A I OF "L ­- ­- P, � t .0 DESIGN LOADS FOR THIS INSTALLATION. ED - . I , " �-� ! -6 - .0:18O:'. - 1, --_- ­­ : T - , E6 - TI '. '-, 1 1 - . -------I , -314- �', I & 12 1/2- O.C. 1.,- I ; 6- ,�. ` -1- !� �-A . � I i WOOD --- 4-- 1 ANCHORS * * am- + - 0- - - --- ­- -1- -A , I , E11� - STAGGERED W1 STUD � I I ! 'I" , (SEE SCHEDULE ON &%= SA NOT ME I 11r LOW It. t , ,i ::4:� � � � 4, I \ - , 1 � � ', , � ., I 94EET 11) (1) pentaluavow a Lomm 70 A 09 SORT' OULOM WITH IT-W 1 --�. *am. 11 - MAX WOW WOW HMW (WO 0 A NDUCMU "IOU AM - ,, - � I . I 2".4' WOOD �� --� , , I SuLaw MDOW mummy MCA= ON SHIM 11), PLATE REOURED ',: 1 1 900 " " t 1 �- � I 11 MR. sakmKr.am To aim ,\ �� 1 - � 7:�- -"-:-- '.4* WOOD I SfAOOI = STUD ON ONW S MAY WE MIDUOM TE REOUIRED MAHMM NA gypa MAX mmu 10 all / I" , 'i LI:WS Ll w = , , , , - - - ­- � 4:0001 'L,�m , (SEE ! LOW AS THE FOUR �=YQ AW4I. 0 "I= MO" AT 6 I/r 06C Sim I 1) 00%0= lam . tM 9 A Merrelonate FROM It t/r D.C. wWCwc miom ON \1 SOW 0). I - - I (1) wam Mo mm" Pon$= . 1101411 6 *00, -0 �f. (3) MAL 24 wff psa Unem a I"= To w Ar ANY OPDMW �� ill -1 ­­ ­ I ­ , (2) Nvolew SIM Pon. LEWIN a WALL mouNnNG 6 DIRECT MOUNT = WSHEE04MM FROM LARGER PANEL UDIMB NAM= ON I 11. � WALL MOUNTING (3) WNW PM& 064UNO 4 ONLY ALTERNATIVE 7W (All Iff LOW SAMID! OWOM IRA IML K AS POWD 04 L Z LM SNOW SA Be ONLY � INTO AN =SW$g MM FRAME WALL SCALE 3/8-1- I SHEET MWMW Or ALTERNATIVE I W WLO FOR NO MM 2 I. 3 06 MOM MY APM E-IM SLVOW AM THE MON) (70 ­ - ­- E FLOBOA WALE 3/8.1- I-) MLNAIUM "A (PLY MR Mo WAAM cm MM 1, 2 A 3 POW ASM E lteg-M I I . I . Notim, , - ............... \�CEN ... . FLOWRI BUILDING CODE (Mon Hilgh Velocity Nvu Cam Zone) - NOTE FOR N OF SECTIONS: 1. INSTALLATION ARE ONLY VALID FOR MAX. &S.D. 1*: NO. 44167 *- i -am TILWOD. ANC r.p. DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS : 2 24 GAGE GAILVAN(EED STEEL STORM PANEL ON- W. - . :*! ;`-- - TOP & BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEETS (EXCEPT FOR - ; * - COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W') lk �•$% STATE O'W- .a. \ GLOBAL PROTECTION PRODUCTS, U.C. wit".20" Z 11LIECO, INSTALLATION. _�ORID - , .= S.W. 31 STIMET - , - , �;.�� "LOOT 'M 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD 15.0 1� - - K. - We. - WAVIA. . Iiiet, Ce. OWL FL 333. . MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC 4. - 00 -'aw =•DON -- Now-wwa. 'Ati, (W)MOD-FrOr, 20-175 ii� � DENSITY OF 0.55 OR EOUI11- . c�000vis !E.1 - I- . - I OW." ft I _ I IM0131 A. TUB - -- , r`N`NN"`MM""�"N"UW`MN" riam - A *41,174 ;w .---.I I I . I GENERAL NOTES ��1AWMMO (C)FS=�g,��A--Q�ft:9� M O HAS IANC ACCORDANCE l/,.i�UF.,.WgUILDEX. INC WITH THE 2020 (7th EDITION) OF THE FLORIDA WILLING CODE. nes STOMA PANEL SHALL NOT BE INSTALLED AT HMGH - 014-10 PANEL AWE PLUS ANCHORS, AS MAINUIFACTURED BY ELrO CONSTRUCTION PRODUCTS. WLOCTTY HURRICANE ZONES (MVM-a4M / MOVIOARD COUNTIES). - 1/4-# LAC SCREWS PER N.O.S- DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE. FOR A BASIC WIND - 7/16'0 ,STD' WOOD BILISHING, AS DISTRIBUTED BY ALL P004T SCREW. BOLT At SPECIALTY CO SPEED AS REQUIRED BY THE JURISDICTION WHERE STORM PANEL WILL BE INSTALLED. AND FOR A DIRECTMAUTY FACTOR KO-053. USING ASCE 7-16 AND SHALL NO EXCEED THE MAXIMUM QLSM.) DESIGN PW3%UW RAMMIGS INDICATED ON SHEETS CA) MINIMUM THR(AM PENETRATION INTO WOOD OF TAPCON M04M StNU. SE 1 1/2- AND r FOR CLOD PAHEUAkTE PLUS 3. 0 i;iU 12 k 17, 18. AND PANEUAAUE FEMALE O. IN ORDER TO VERMY THE ABOVE COMMON, ULTIMATE DESIGN INNO LOADS DETERMINED PER ASCE 7-16 SHALL SE FVW REDUCED TO A.S.O.DESIGN PRESSURE RATING BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX, (A.S.D.) C.2) MRAIUM THREADED PENETRATION OF LAC SCREW. INTO THE WOW FRAME UNIT SHALL BE 1 1/2-. NO THREADED DESIGN PRESSURE RATINGS INDICATED ON SHEETS 19 THRIJ 12 & 17, 18 PENETRATION INTO STUCCO SHALL SE CONSIDERED AS PART Or THE REQUIRED THREADED PENETRATION. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.O. AS TESTED YOM NOT OVER STRESSED, A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOAM WAS = USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS KEN Dmvwwm IN C.3) W&AN EDGE DISTANCE OF LAC SCREWS, INTO WOOD SHALL BE AS INDICATED ON THIS OAAW0x 510NM PANCLS AEOWCY FOR aPACT AND WIND RESISTANCE HAS OEEN VERRRW W ACCORDANCE WfM SECTION ' -2 OF . ) IBNRMUY PETETRATKIN OF W000 BUSHING SOUL E S/6'. 1/4' h20 SCWEWS USED SHALL % 1 t/2' LONG MM14W THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS J0114.01-01 AND 10219.02- . AS SHOULD STUCCO EXISt, ANp I WALLS wm, IG STUCCO, PER SSM 12-99 Al ASTU E 330-02 STANCAFM, AND AMERICAN TESTING LAO SOUTH FLOP" REPORT 1112101-10 AS PER TAS-20I AND TAS-2013 PROTOCOLS. AND AS PER CALCULATIONS PERFORMED N ACCORDANCE W/ SECTION 1604 OF THE C 5) IN CASE THAT PRECAST STONE. OR PRIOCAst CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING FLORIDA BUILDING OWE. WALL. ANCHORS 94ALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIMIC) SUCH PANELS. ANCHORAGE SHALL BE AS MENTIONED IN CA). C.7) & C.4) 2. ALL ALUMINUM EXTRUSIONS TO SE SCi ALLOY NO TEMPER. (UNLESS OTHERWISE NOTED). SEE SHEET 2 (0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 3, ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL NAVE 3105-HI4 ALLOY. IS, PANELS MAY 04-W BE tWS7ALLFD HORIZONTALLY FOLLOWING NSTNJAT04 DETAILS SHOWN ON SECTION I THROUGH 0 (SHEETS 4 4. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEFI. ASTIA A-W GRAM SO MINIMUM. G-60 GALVANIZED THROUGH S) EXCEPT THAT HEADERS® k® SHALL NOT BE USED STEEL DESIGNATION W/FY- 22.2 kvA (AFTER ROLLED). 9. IT 94ALL BE THE RESPONSIBILITY Or THE CONTRACTOR TO VERITY THE SOUNDNESS Or THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED T40 INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME S. ALL SCREWS TO SE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AL ONBURLDINGS, A50018 W/ 50 W YIELD SIRENCM AND 90 W TENSILE STRENGTH MO SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. 10. EACH REGULAR STORM PAWL WITH LENGTHS OVER W. AS PER SECTIONS 1, 2. 4. S. 6 AND ALTERNATIVES IN. 3W & AM ON SHEETS 4. 5, 6 & 7 RESPECTIVELY: SHALL. HAVE A LEGIBLE MO READILY VISIBLE MARRING INSTRUCTING OWNER OR TENOVIT TO 6 BOLTS TO BE ASTAII A-307 GALVANIZED StEEL. OR AM 504 SERIES STAINLESS STEEL, WITH 36 ks MINIMUM YIELD STRENGTH, SECURE PANELS WITH APPLICABLE PONFORCEWWr DURING PERIODS OF HURRICANE WARe . 7. ANCHORS TO WALL SHALL BE AS FOLLOWS, 11, THE INWAILLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH KNOWN IN CONTINUOUS CONTACT WITH THE BUILDW TO PREVENT WM/RAIN INTRUSION. (A) M COSTING PQIJ&E0LQxx2= - 1/4'0 TAKON ANCHORS AS MOUOUFACTURED BY I.T.M. BUILDER, INC. (Mi., 1'­3192 P.,,.) 12. STOMA PANEL WAAAAT04 SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING NO ZONING REGULATIONS - 1/4' 0 I 7/8' CAU(-AN ANCHORS. AS MANUFACTURED BY DEWALT ONC. PROVIDED By THE JURTSOICtION WHERE POW IS APPUED M. - 1/4-of.: 3/4* SOU() -SET ANCHORS, AS DISTRIBUTED By ALL POINT SCREW. BOLT At SPECIALTY CO. (1111 13. (a) THIS PRODUCT EVALUATION DOCUMENT (P.EO-) PREPARED Or THIS ENGINICIDT IS GENERIC AID DOES HOT PROVIDE INFORMATION -30DO P-..i) - 014- 'D PANIELMATIE FEMALE 0 & PANELMATE PLUS AND40M AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. FOR A SITE SPECIFIC PROJECT, i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE POD. - 1/4-0 Z4A1AC NAAUN ANCHORS. AS MANUFACTURED BY DONALT. INC. (b) CONTRACTOR 10 BE RESPONSIBLE FOR THE SELECTION. PURCHASE MO INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT AI) MINIMU14 EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHOAL BE 1 3/4-. 2- FOR ELCO PANELMATE AND BASED ON THIS P.E.O. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. 1 3/4- FOR ZAMIAC NAILIN ANCHORS. (C) THITS PRODUCT EVALUAT04 DOCUMENT WILL SE CONSIDERED MAO Of NOWNED. A., ) CALX-ON & SOLID -SET ANCHORS SHALL SEE EMBEDDED 7/6' INTO THE POURED CONCRETE NO EMBEDMENT INTO STUCCOSHALL BE PERMITTED. 1/4- 0­20 SCREWS USED SHALL BE 1 1/2-LONG MINIMUM SHOULD STUCCO EXIST. (4) SITE SPECIFIC PROJECTS SHALL SE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE AND Ik4#4WUM FOR WALLS WITH NO STLICCO, AND WAY BE HEADED SCREWS OR ALL TREADED SCREWS W/O HEAD, ENGINEER OF RECORD (E.O.R THE BE RESPONSIBLE FOR THE = BUT WITH YANG NUTS PROPER USE OF THE P.E.D. 01=61CZASILAL DELEGATED ENG104CM TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. A.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS. STOCCO OR WOOD WARDS BE FOUND ON THE CM14C WALL OR FLOOR. ANCHORS SHALL SE LONG ENOUM TO MACH THE MAN STRUCTURE! BEHIND RK34 PANELS. (a) THIS P.E.O. SMALL BEAR THE DATE AND ORIGINAL SEAL AND SIQMTURE OF THE PR0FeSSIOW4L ANCHORAGE SHALL BE AS MENTIONED IN ALI) AND IN A.2) ENGINEER OF RECORD THAT PREPARED IT (8) ASTM C-Sa 14. SHUTTER MANUFACTIUREVS LABEL SHALL SE LOCATED ON A READILY VISIBLE LOCATION AT STORM !Q,Lj=,M.���IJFACTURED BY 1. T. W. BUTUDEX. INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.2 Of FLORIDA BUILDING CODE. ONE LABEL SHALL K PLACED FOR EVERY OPENING. LASEUNG TO COMPLY VITTH SECTION 1709.9.3 OF THE - 1/4' OF . 71Ir CALK -IN ANCHORS. AS MANUFACTURED By DEVIALT. INC. FLORIDA BUILDING CODE, - 1/4-0 X 3/4- SOLID -SET ANCHORS. AS DISTRIBUTED BY ALL POW SCREW. BOLT & SPECIALTY CO. 014-10 PANELMATE FIEMAUE 0 AND PANDUAATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION #tNu# : 1/4' 0 ZAIANC MASON ANCHORS, AS MANUFACTURED BY DEWALT. INC '. ..: ...... . 8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS. CLOD PANELVATES AND ZAMAC M04UN ANCHOR. INTO THE E .. FLORIDA BUILDING CODE (Mon High Velocity Cam za") .� BLOCK UNIT SHALL BE 1 1/4* : 1. - . .� 'emm Oet - 0.2) CALK -IN * SOLID -SET ANCHORS SHALL BE EMBEDDED 7/3- INTO THE CONCRETE BLOCK UNIT- NO . F%J6,44 7 11. 24 CAGE GALVANIZED STEEL STORM PANEL DAVVV lr� I StUCCD SHALL BE PERMITTED. 1/4- 0-20 SCREWS USED SHALL SE 1 1/2* LONG MINIMUM SHOULD EAST, * - AND I' MINIMUM FOR WALLS WITH NO STUCCO. %. S GLOBAL PRMCM PROMM LLC. IU I �­ �-L - --- ­­ I . ', -. . ILA, " ...., - - ft .. A CAVIL I, =I. 0.3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS 13E FOU . I . , -/--- He - - . - '"'" 16r= ieeae� (W)�lsw - I'Mi" 20-175 N ...... , . . - Wal- - COSTING WALL ANCHORS SHALL BE LOW ENOUGH TO REAC14 THE MAN STRUCTURE BERM SRkXN , - ANCHORAGE SHALL BE AS MENTIONED IN ELI) *0 IN 11.2). 0 - 0`0 --,% --," ­­ oveee- I I�00106`1. - - i - I Mt. EUXIM - J ,,,, i I Of :: A1W'0Z SE./UP.nOM/In WILTIO, " TOLUT .A. PE .! I -.1-1. F09 I I I INSTALLATION INTO POURED T-W.MM"Ur", MAILS FOR REGULAR PANEL CONCRETE OR CONCRETE BLOCK ­--J&PSTING POURED CONCRETE . COMO" Mo" ­­ Cc nj STRUCTURES 11 " , " REQUM. Mo" 11 MUM' "'A"ED ;� CONCRETE ANCHM - (SEE SCINIEDLU ON ', sHEM 2 THROUGH 10) --4) CONCRETE! ANCHORS (SEE SO4EDULE ON - SHEEMM I TIM"MUICH 10) 7 -- 14) 11) t���. EXISTING POURED CONCRETE OR F- imL,� I 'i �11­ CONCRETE SUOqK . ­ RECKARED. -4) I I'll , - - ­ v. 1 , I � , - .gr I A, �,-.?�.-, I -­ --I . --- -------- i CONCRETE ANCHORS I (SEE SON&OLU olit --- ----I E.D Z�l I ! - . ,- ! ", jj I i I I I : i I ! -q) I I I : I - r-- 11an I SEPARATID �. - TO cONSi � (SEE SCHEDULE , OLT% I a 11 � (IL 'L' Mo.. , I- 4IN .0 . 1 -3� TO i I i (SEE 1- =41=81-n , I - - .. . . . . I i i : I I I -- i =�ji ON SHEET 3) - I - - I PANEL LENGTH I ON 3) 1 I 1 (SEE SO4EDULE ON SHEET 3) I i I 1 'L" M.. All", SEPARATION 'L* Y.N. PANEL LENGTH 10 CLASS. i LENGTH (SEE SCHEDULE ' - cokrRm ANCHORS L- - - AA- -- (SEE SCHEDULE ON ',I - . - (PANEL I - SEE SCHEDUtZ - - � (SEE SCHEDULE , �. ,A , : ON SHEET 3) i ON SHEET 3) I "27 It I `L -L - SHIM 9 I i -IT . 1 -� --- -t - I I Sox i Of v i . EX-111,53 ---(�) . I I I =-11 I I : 0-1 I MAX. I -- _x.1t;WC::1_ ax, 1 562 i I (i) � , I WA#* 6 i/e at � 'I i I I E-D. L - -I I E.D. i I . 1� I E.O. '1,I I - . I- - `!& , I - , 9= �. I : 0 12 1/2' as i - I (AS APPLICABLE) I , i � 1* Not .N*" � ; - � r4XIE, � a CONCRETE BLOCK 1, � I I CONCRETE ANCHORS � Q I 'L W- ­�-jp- : I/r-MV S.S. ILOL W/ VA . 12 11. - REQUIRED, I -. --- ---I--- - -f (SEE SOFAIDDUCE ON - ------j - - I - -ALTERNATE - 1. IS, - -==) . LEG LOCATION --4) SET :-� Fv- IN-" ­-EXISYIMG POURED CONCRETE ALTERNATE CONCRETE- jQ:SnNG CONCRETE ANCHORS OCK REQUIRED. 0 OOAC� at I CONCRETE ANC"M_ StAGGERED St/ ON CONCRETE BLOCK ARE USED. REQUIRED. (SEE SCHEDULE ON SHEETS 2 THROUGH 10) (SEE SCHEDULE ON SHEETS TO THROUGH 10) stan-pla mpumma tm,� WAIJMKG , SCALE 3/8-1- WALL MOUN161,&!ff MOUNT SCALE 3/8-l' It I A Tz ­* ......Z.... ... DEN ... I FLOP40A BUILDING CODE (Mon High Vvlowty Nurrkone Zone) E.D. - EDGE DISTANCE F SECTIONS: .* . .'. , .44167 , I = Ir. * 4 3 . -'%- -4-�- - 1 1'. STATE OCC.i - , - UNIX` "LIM W. 24 CARE GALVANIZED STEEL STORM PANEL GLOBAL PROTECTION PRODUCTS. LLC. FY DWM On. C`/F`/WWW Cm. (SEE SCHEDULE ON SHEETS 9 At 10) TOP B: BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. _ - '-,,' .,��',- � ,, IOFIIO�.�,� V -,-,Ap ... - AA _OA .m ". 51 STREET CAW. ". =I. -10,Q--"C -90--"" PHoVI DW)MIA-I"s, - lestper-Owirr C.-Gowit 1 - - I ,I - I Ve 20-175 DOMMIA; ft. . . IOU I a, PAL A I - - F539 I I "=&1l` A, I SAW 4 ON 4 I - - --- I INSTALLATION DETAILS FOR REGULAR - ,;�-,---�,,�-,- I Yam; PANELC)INTO WOOD 4%r W;5a / , /, I i � /I ALTERNATE LEG (W) EXISTING :/- KAM REQUIRED STRUC L I - , "� I , 7,-, '�.- 1-7 ;; ;­ % 1­15DOOKIN , ADEOLIACY OF EXISTM WOOD ' // � BEAM TO K CERTIFIED BY � � -- -?- , , I I � . ,,, � . I REGISTERED 0-11 ,�A­#­ -WSALr1T" I/ / i / � ARCHITECT PRIOR INSTALLATION. / I/ I / �� --- ,, i " WOOD ANCHORS ALTERNATE . M..-X-.Q-- / . - --TSEE SCHEDULE ON (SEE 4 �,­' , A, , / I . I' Min. - r" .0 waHp MEN) I - Or � I ,;/'/ , SHEET I 1) SOW I 1) � , � � , S� C� t� � --,EQ-T-EO­-,--ye.!.A=,;r . � "wM0./C:V` / 11 � , - � � Tin. I , , , . -L� . i , - .. ­ - I I / I 1/4' MAX, WOW HEADER_ ' I ., I / i L I � , ,, � " � 1/2' - --I--- . ­ _._._I REOUR" , -A 7 'T, 1, � - I ------, I*- I *­ GLASS \ I WOW ANCHORS ' ': / ,A /2 . i r -11 Or -- Q:1�11 I 1 I - ; ; (SEE SCHEME 6W , , 77- I I . 1 I Mn. �EPARATON TO I I aim I 1) : ; (a) I / / , ­. !;, I I v 11 , . 4- 1 --(a) GLASS.(W -1 SCHEDULE - . 1 't.-Ii-SCI. . I I ON SHEET 3) - -1 . MAL I n SLOWO I � MO. SEPARATION - I TO GLASS. - : I IV L ­ -- . I - III,— ,4 I Ipw I I r-4.) I (SEE SCHEDULE ON SHEET 3) - ,,.-�,- MAX ILL It PANEL uEp� I I .. we. am *L" MAX. � L , - - I - - I 11 �-N-,, - . . ,,,- - A; Ax. ' (SEE SOMILE I -- - PANEL LENGTH --- --I (SEE SCHEDULE I "W� I I I MM oir-1-ii-) ON SHEET 3) 1 I-- ---- -, 1 . - ON SHEET 3) I - I - -----,-.a I I 1 ,�) I --- I - ­­-'­ ---- I I 1 5ft "L I 4 I . MAX. I OF � 1 : L I (->-, I 0 12 1/2- D.C. . . - ---- I ---.- I - - - ___--_j I i ---- I .i I " ­ ALLOV i -- I LL I , --I_ " L SCUS Q I j I - - - --- 1- ­-j L- L,'L " Z� , Or .j� 9 : 'A. 11 LI-L------- ­ - - -- --- --- 95 WOOO 2%4' WOW PL � 11 . 1; " � i I 1, . WOOD ANCHORS 11�--:- -­-- - --- REOURMED _ATL - C; - _L REQUIRED ` 1� --I --- �� - L !ji 1 L. i (SEE SCHEDULE ON ON _;�= (SHEET 3 - -__ _ L , I 1- I , p . I I 1 SHEET it) SHEET 11) I r, CEILING CEILING AN FLOOR MOUNTING BUILD ALTERRHATIVE M SCOAX 3/8-1- -mO--$-"� -OUT MOUNTING ALTERNATIVE 4w SCALE 3/6-i Am, NOTE FOR QQMeb&M OF SECTIONS: 1. INSTAUXTION ARE ONLY VAUD FOR MAX. TOP & BOTTOM MOUNTINGS CAN BE DESIGN F:&SXLE RAT:G . J�AND PANEL LENGTHS COMBINED IN ANY WAY TO SUIT ANY AS PER ES ON SHEET INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOW MEMBERS TO 13E SOUTHERN PINE No 2. W1 SPECIFIC DENSITY OF OM OR EOLIAL -6-0 a) (1) _C C/) -0 -Cu > (3) = -6-0 -0 L_ (1) (1) L- 0- 0- = 0 0 L- = ­ 0) CU -4-0 0 -0 (1) .62, a- C/) - (1) -6--p "Fn- a) -0 �2 C 0 = 0 C:)- C 0 3�: ICU C .0 M - ICU . (n .- -0 E cD -�- 2 F- ..io . c (/) c- < u 44 A w C*%i " = " / " 0: = Ila �Cv . - - 0, 42- CL - ,- � LU -= 1= c1f ) 6 - r- = M C-., CV -�E I= >K ­; LZ Ca.. . N = A C In C14 1i Ln = CID --x CV � 3: w .2! :5 GO C= I a-. = CLI .= - -41C = . 5 2 -i6 w -1=7 = w w :5 = >. ..X a- `Ln & -= a E r 2-- - U) -,I-, " a) (D (D = i -4--i U) =3 CU > 0 L- U) 0- CL < (D -f-e-11 0 C :3 -0 (v 0 L- a- 0 a) " W CU " M RRRRR1 w z> < z z -j Q- I 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 (1) SYSTEMS ' t 1 1 ©� ,® OR 1 I r", wow woow raw SOO VINES `` ® Te ALLOY COx1. MAIN. r MA.y 4 & '. REIXIO® 'ME RM ,/41 . , 3/4• 1 2 1/2- IA•CON O 12' O.C. +• --' Min. la. r, BLOCK OR 2"' OM FRANC POUND)�waE,L E ,/4Y . , 7/4' TA430N REDIARID - CONCRETE,Y o.c •. 2 ,/ 1 1---� OR® wa,a GOT - .GOO FIGURE 1 `n \ HALF ItIIE! It WED CUT ANCIIWEau TERNAff LED LOCATKN W1, i`�YCON O IT` D.C.vANES I Y +• r 4 Ds7• m -- (1 5 2 Y' . S' • D!S' CNHI. ' 1 S M- Sr< L Olt iL4 MU. 1 0 0 31105-HI54 Pd1Rm CONCRETE. CONCRETE --'�----- R 1- iMC NET& ALUM. RNT PUN[ BLOCK OR 2•.4' WOOD FRAME { YX 4'].+25 t+w.) REOURFD 31a5-Nt4 OR / I 1 ' O BOO,-m ALLOT _• 2• 1 CANT. ALLOW. AINME �/ _----------11�0.---- J M•¢ SAP I/4' • 101T .e . 4` . 072' • 7r O.C. 3105-Nt4 OR SO&B To ALM w/JIC Nut C4 At- AMU CASE A (PLAN) CASE B (PLAN) CASE C (PLAN) CASED (PLAN) SCALE 1/4--l- SCALE 1/4•-1• SCALE 1/4•.t- SCALE 1/4--l- __ ]DUD -SET Cr CAUX-6/ OR ELCO NMOI _ 1 \, r••- - f�1 'O Pd111FD ODMCRETE� .. D04,B4O 1101 4T 'PANEUMrtMAU: T ND OR CONC EiE EOP TDP BORON OR PMQM OE PINS ((SSEEEE I.SX P,XAED 1 1 OR 2•.4' WOOD SOES OF OPENING S[1QARE ON SHEETS 0, - (NN. PANEL 21", CONCRETE BLOC), ar M.-1 © & ® FRAME AEOUwfD AS APPLXAWA too I') ONERI.AP BEYOND ` 2'N' MOOD it3UE OPENING WIDTH) VQUIIED CONCRETE ONCRm REQUIRED BLOCK OR 2•N• wow FIGURE \` .\,•\\\\\\\\\\•�, l vARIES 1 ; V•' © OR® 1 1 .ENT W/ UrD10iED TwTT . O O PA S�✓m sr Ma 1 mu (Tn POAKO X . 90, DISTANCE 1 z ---- ,.. m GAL NATO wQ '� SS:1(PLAN) SCALE 1/4•.1• Nnr �°°` 3: •'•�,IGENf•'' °9 VALR) FOR DIRECT MOUNT INSTALLATION ONLY B w • •' o.c (t• WALLS .• S CERTIFIED PANEL INSTALLATION AT W/ _ NO. 44167 = SURFACE LEVEL VAWATONS WITHIN 3/4- A' * : tt = FLORIDA BUILDING CODE Non High V*Ioclty Hu cam ZonB CASE E (PLAN) CASE F (PLAN) F . �� �°°° nt�a K 24 CAGE GALVANIZED STEEL STORM PANEL F.P. F gN SCALE 1/4".I' (DRIDt`,. SCALE 1/4--1- 4O'C4l` ,F .��� _- "A�,,,H IL ECOEBBc. GLOBAL PROTECTION PRODUCTS, LLC. w N -• TaAHr ! OMZaa1WIH0 ANC' 46m SW. A . ae O,`-,u'e . t3,q"�-;.n M PHac M4�iMa FAS! tlw)•M-B1B7 20-175 4,Nwr- ear G GIIMNo h« °Ng67,• P.O. YNJWOMTUIE/OAL RAiEII A 1M11, Jr., PZ w ,s.tA NO ow a OF Is MI MAXIMUM A.S.D. DESIGN PRESSURE RATING s t) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL 6) INSTALLATIONS INTO WOOD STRUCTURES (VALID ONLY FOR PANEL 10MSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 & 7) MAX. AS.O. DESIGN PRESSURE RATING (p.al J MAXBYJY ANCHORS SPACOO FOR E.O. - AS SHOWN ON SHEETS 6 & 7 APPUCAD TO ALTVIONATIt R AIfI C OF THE 1; PAiEI. LENGTH T.' (R.) TAPCON HAG SCREW PANELMATE FEMALE 0 PANELM TE PUNS WOOD BI1510Ki 13' 1 3 1 3 13- 13- W (TOP tT 13• 13• 13, 13, lW (BORON) 6 t/2" 5 1/2• 6 1/2' 6 1/2' 6 1/2' 2w (RIP) - - 6 1/4- 12 1/2• a 1/4' ON (OOTT.•) 5,--0oil 8- a' 8' B• - froP) LESS 8• a. a- e• - 3W MOTION) - 13' - il' 13• 13, ,3- ,P (TOP) -u' OR LESS 13• t3• 13' t3' 13, (OMW 13' 13' l3• 13- a 1/2' w (TOP) 13• lr 13' /3• r tw (BOTTOM) 6 1/2• 5 1/2• 5 1/2• 5 1/2• 6 1/2' (TOP) - _ a 1/e 12 1/2' 6 Ile 5 1/2' 5 1/2' - (FOP) t4'-e 4 I/2' 4 1/2` Y T' 3W (BOTTOM) 10 1/2' 9 1/2• 12' 12- 4- TOP) t3• tr 13' I fY a 1/2r" (BORON) • SEE TABLE /1 FOR MAX A.S.O. DESIGN LOADS & MAX. PANEL L0461M WHEN SPACER" 6 USED. CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 MAX. A.S.D. DESIGN PRESSURE RATING TONG (p.6./.) MAXIMUM ANCHORS SPACING FOR E-0.. AS SHOWN ON SHEETS 6 4: 7 APPLICABLE TDUMPANEL _� t _ OF THEMY, WUMW (K) TAPCON HAG SCREW PANEL E ID FEMALE ID E PLUS wowPANIIAAT� BUSH0IIG ly ly Ir tJ' ITS Ir tY ,r IJ" r 1w (Wrrixt) 6 1/2- 6 1/2' 6 1/2- 6 1/2- 6 1/2' PIT (COP) - - 6 1/4' 12 1/2- 6 1/4' 2W (B/TT.•) 5'-0' 7. -- 7 1/2.- B. B. - ..H(OP) H� 7 1/2• a• B• - Jw (BOTIOY) t3• 13• 13` - _e' - Ir tr GOT (TOP) +45. -45 TO ♦75. -7S 1J' 73' 13, 13' tY 4W (BOTTOM) 13' 13, 1]• Ir to" lw (TOP) 13' Ir 13, 13, a Ile IN (BOTTOM) 6 1/2. 6 1/2• 6 1/2• 6 1/2• 6 1/2• 2W (TOP) - - a 1/e 12 1/2' 6 1/4` 211 (BOTH.•) >5ro 4 t/2• s" 7 ,/2• 7 1/2 - 3w (HOP) 7•-S• 5" 5 1/2' a' It. - SW (BOTTOM) tY 12• 13' 13, 5 1/2' GOT (TOP) t3• 13• 13' 13• to* 4W MDE101110) • SEE TABLE /1 FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER @ ISl USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 TAe,L A+ A A.S.D. DESIGN LOAD �NPANEL 40 PSF OR LESS 6'-B. > 40 PSF TO 50 PSF 5'-2• > 50 PSF TO 60 PSF W-10' A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE_FPAALE 10 OR PANEL MATE PLUS ANCHORS & W/ " ?w.A4p` Nt!1I,4 1/2. O.C. INSTALLATION DETAILS FOR LIFE SAFETY PANEL in INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4-0 TA::T!_ �POtRED 1/a1 TAPCON _ QOS POURED ANCHOR 9' O.C. % OR CONCRETE BLOCK ANCFIOR GO 9' O.0 _ CONCRETE BLOCK / REOURRCD. FEOUNXD. i O F.D.• E.D• CONCRETE k0_2 CONCRETE BLOCK REQUIRED. 1/4.6 PANDUOTE P(,Vy ANCHOR O 12 1/2' a C. 1• PANEL LENGTH (SEE ELEVATION ON SHEET 12) L/2 NI• SEE BEERS 15 O 11 TOR ANCHORS TYPE It S►ACNO FOR 14T&UIONS INTO WOOD FRAME N N==. MAMRAI ANCHOR SPYpN98 AND MARGIN EDOW DISTANCE ARE ROGOM ON THIS SCH04AL FOR E.O. U 33 THAN tlDGTID ON M>EDIA.E REDUCE ANCUR SPAO,C eI ARLTPLYNO W%C MG scow ON SCHEDULE BT THE FOLWWOO FACTORS FOR The OPERATION TO OE POSSIBLE. REDUCED SPACING OBTNED USING FACTOR SNMLL NOT IT LESS THAN MOOKw SINGING POOAIM FOR EACH AWNMR TYPE ON TBS SCHEDULE ,/41 1/4'. AIIIWER IONIC- - -,- - - MNYAI mom Wpm Da) 3 3 •4BaWrwBW lYNA4N R) ] 3 MIAEA 0O4,4M w B4) 3 3 in ROTE Q 0�1Q W IIS'1011 -- -]_ dry• ----- eJ - - ------ r a90 ,m i' Min YAAT D OLA d CONCRETE IXISTINO POURED. E D OR REQUIRE BLOCK REOURfO. 1/4.0 PNNELMATE ANCHOR (BEYOND) SCALE 3/8-1- WALL MOUNTINGS 6a16 r I I I 1• MAA i 6• PANEL LENGTH I ... ....- (SEE L' r tm I , ON SHEET 12) FLORIDA BUILDING Hurricane MAXIMUM A.S.D. DESIGN PRESSURE RATING (QL,f) AAND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR NORM PANELi) INSTA ATIONS INTO CONCRETE A( CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANEL OINSTALLATIONS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 & 5) MAX. As.D. Desch10 PRESSURE MAXON ANCHORS SPACING FOR Mel E.D. PER SCHEDULE BELOW t PHA. IFNGlH (ry)"Com MAX AS.D. DESK.T4 PRESSURE (. p MAO" ANCHORS SPACN46 FOR MIN LD. PER SCHEDULE BELOW APPLICABLE A �YY MAXIMUM PANEL IEMGTH ()RATING TAPCON SOLD-SEr PANELYAfE FEMALE 0 PLUS 7AMl4C-NAUN CALIL-W TAPCgN BOLA -SET PANEIMIITE fEMAi D P PLUS YARMAC-NNLNI CAI( -IN T2[ OOH T[ 10 mcmm 10 m m NATION 4 45 1J• 1]' Ir Ir 13' 13' tJ" 13' ,J' 1J' t 3 tJ" 1 CLIP) OR LEES �-u +65, -a 1 Y ,S' 1J'IrS 1 ] lY 13' Y 13' 7 J' ,t 1 / , (,0P) OR 1� 13' Ir Ir 13, Ir is, tY 1Y tY IY ,Y 13• 1 (BOTTOM) tY tY U• 13' it it tY IY tY tY IS• I/ 1/2 1 (a0TT0M) ,r tY 13" _ 13, tr 13• 13, U• 13' tY 'r ,3• 2 (TOP) 13• tY tr lr Sr 13• tr 13• 1r 13• U• It t/1 2 (RIP) 13• U• tY 1Y ,3 U' 13 13• t3• 13' Ir lr 2 (BOTTOA) 13• 13' Ir 13' Ir Ir tr 13" Ir 1r tr tt 1/2 2 (WrM&Q I 13' ,r t3" Ir 13• 1r tr 13' t3• 13• tr 3 (TOP) 1J' 13 13 13 IT 7]' 1]' 1J' IS, 13• I3• 11 t/1 3 (TOP) 12 1 12 1/2 B 1/4' a t/4• 12 1/2-12 1/2 a 7/4' 6 t/4' ] (BOTTOM) - 2 1/2 12 t/2 6 t/4' 0 1/C t1 t/7" 12 1/x - - e Ile 6 Ile 3 (BOr101) a' 8•L e• e• 6' B' e• 8• a' 8• 7 //2' 4 (TOP) a . s 1/2' a' e" e• 6 1/2' a' 7 1/Y 0' 61 6- 5• 4 (TOP) q• _- q•4 (BOTTOM) a- Y - 6 - 8• - a• 8• 7r it 7r U• ID• 1Y 1r 1r 7r 13• /Y 3 (TOP) 1] 13' 13' 13• 1Y 1r 1r 1r ,T 13' ,3- 11 1/T 5 CLOP) 13' tY IS" IY it 13' 13• 13' 13" ,r 5 (BOTTOM) 13 Ir 13 13 IS` ,Y Ir 13• Ir tr 13• 11 1lY13• 13• 13• ,r Ir 1r 13• 13• 13-1Y 1r 1]• lY IY Ir I3• IY Ir 13' 11 1/2 6 (TOP) _ - 8 1/4• 6 1/4' 6 1/4' - - - - 6 1/4' 6 1/4. 6 CBOT,.") - - 6 1/4• 6 1/4' 6 1/4` 6 1/4' - - - - 5 1 4' 61/4• 5LESS 13" 910 1/2 Ir r 13• r 7 1/2 5 1/2 13• 4 1/2- 1 (LOP) TO 14'-4• lr 6• tY 13, it 8 1/2• it 6 1/2 p I/2' 6 1/1' tr 5 1/2" 1 (TOP) >5. e. Toe 0.-1. Ir 7` Ir IY 9 1/2 13• 9 1/2 10 1/2 7 1/2 13' 6' 1 (BOTTOM) lY 7 1/Y tr 13` IY to' fY to' it' a• I3' 6 1/2' 1 (BOTTOM) Ir S' t3• 10 1/2 tY 7- 1 13' r 1 7 1/2 s 1/2 13• 4 1/2' 2 (TOP) 13, 6• Ir 13' Ir 8 1/2' 13' 8 1/2' 9 1/2' 6 1/2' is' 5 l/Y 2 (IOP) 13" 7' 13' tY /r 9 1/2 lr 9 1/2 10 1/2 7 1/2 :7' 6 1/2. 2 (BOTTOM) 13' 7 t/Y 1 13' 13' Ir to' Ir 10' it' a' tr 6 1/2. 2 (BORON) 13• 7' 13• tr ls• 9 1/2 13• 9 1/2 10 1/2 7 1/2 Is- 6 t/2. 3 (TOP) 13' 7 1/2" IS- 13, 13• IQ' lr 10' 11' 9- 13' 6 1/i' 3 (TOP) - - 12 1/2'12 1/2 6 1/4' 6 1/4' 12 1/2' 6 ,/4' - - 6 1/4' 6 1/4' ] (8011DM) - - 2 1/2' 12 1/Y a 1/4' 6 //4' 12 ,/1'11 I/2 - - 0 1/a' B 1/4' 3 (BOTTOM) 7' 3- a- 5 1/2- 7- 3 1/2" 0' 4• 4 1/2- S' 6 1/2- Y 4 (TOP) 7 1/2' r W 5- r 4' 1 A' 4• 4 1/2- 3 1/2- 6 1/2-1 3• 4 (TOP) 8' a• - a' a' 5 1/2' 7 1/2'Alle 4 (BOTtOIF) a' 5' a' - a• 5 1/2' 7 1/2' - (BOTTOM) ll• r Ir ,3" 13• B 1/2- 13' 9 I/2. 10 1/2 7 I/2' 13 5 (lop) ,r a l/Y tr Ir Ir 10' 13- to' II• e- IS` a 1/2. 5 (TOP) 13' T 13" 13• Ir 0 1/r Ir 9 1/2" 0 1/2 7 1/Y 13 8s (BOTTOM) 13• a 1/r Ir lr Ir 10• 13, 10' it' a• Ir a 1/Y 5 (BOTTOM) tY s' it ,D I/2 1r r ,r 7• 7 1/2' 5 1/2" lr 46 CROP) 13' r 13' 13, U' a ,/2' 13• 8 1/2• 9 1/2• 6 1/2• 13' S 1/Y 6 (HOP) - - 1 6 1/4. 6 1/4' 6 i/4• 6 1/4' - - - - 6 7/4' 6IS (soft.") - - 6 I/4• 6 1/4` 6 1/{' 6 1/4" - - - - 6 I/4' 6 1/4' 6 (W" .- SEE SWEET It FOR MINORS TYPE Or SPACING FOR INSTALLATIONS INTO WOW IRMK DUUNM • MMNR 4I0UR SPACRLS AND NATO" EDGE DISTANCE ARE 1INCOMID ON THIS SCHEDULE FOR LO NUS THAT, OC%To ON SCHEDULE REDUCE ANCHOR SPACING BF MA.TIPL`04 SPACING 1404N ON SCHEDULE ITT THE FOLLOWING FACTORS. FOR THIS M MTON TO WE POSSIBLE. ,HIKED SPACING OBTAINED USING FACTOR BULL NOT BE LESS THAN MIMIMUY SPACING NDW D FOR EACH ANCHOR TYPE W TIE SC"IMMU L I/e. 1/0. t/4•. ANCHOR ITPE ,/PCVN _,/4•. Bela-Q - - IGNORE ,1/4.0Qiwuw -I/41_ 7NPc-FFMBF wM-N IRBRM ANCHOR SPACING (PL) 3 ] 3 3 3 ,/r ] 1/2 WAVDAM90IN a-) 1 3 3 1/r 3 ow"m ii' H BDO, 3 ] ,n' 3 ,n' 3 In 3 11r Amft EDP osP/R fAO10R 11/r - - - .. ---- -r-- --_ _.. - 541 ,- nAT i oo m._ - '• SPAt3NGS ONLY VNJD WHEN SPACER 6 USED. SEE T /) FOR MAX. A.S.D. DESIGN LOADS & MAX. PAAEL WHEN SPAM � USED. - ,GBaL, r, A A". DESIGN LOAD VAVAIIUM PANEL LENGTH 40 PSF OR LESS 6'-S. > 40 PSF TO 50 PSF 6'-2- 1, 50 PSF TO 60 PSF 5'-10- A MAX. PANEL LENGTHS ARE VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS At W/SPACER AT 12 1/2. O.C. -.ANCHORS (SEE SECTIONS 6 ALTERNATIVES ON STREETS 1S, 14. Is R76)- --- -- 3• wX. R-IA/13. R-2A/13, R-3A/14. R-18/13. R-29/13, R-30/14. D.M.4 Z). -1 R-CAW/15. R-2AW/15. R-3AW/16. R-111W/16, R-281111/16. R-301111/16. - O O O 0 0 0 O j - -�- --- ,----------r ' , ---------�- i I 3• MAX. ," MITI. L/2 , 4"r2o.r Ss. Bars w� t' (USE FOR PANEL LENGTH— OOVER 7'-e') (7 1 PANEL LENGTH REGULAR STORM PAP41 REGULAR STORM PANEL Ir-W O +40.0. -40.0 R.I. 1 (W/ °NERIAP MID PANEL LENGTH BOLT) �- _ _--_- I I , LIRE SAFETY STORM PMVFl '�i __._ _,.___�___t_r �____ __ ___________.-# (W/O OJEmIP MO PANEL LENGTH BOLT) A : A ; USE 21-e' W& PANEL LENGTH 1 /4'•-20P I • , _..-�,,, - - _ • - - • - - - - • - - - - i - ROS - - - - - AT ALL MOUNI 1/4 eaLrs w�1 AT EA OVDaA� q , AT STUD L6CATON 0 LIFE SAFETY , PANEL BOTTOM CORNERS O T �, •-pER1AP--OVFJaAP- orO WING NUr AT EXTERIOR -7NG NUT AT J• SAX. LEFT PANEL _ �3_ _ _ RIGHT PANEL Y 'A•GX; T INSTALLATIONS ONLY VALID FOR WHO I' MIN. R-IA `13. R-2A/13, R-3A/14, R-1B/13, R-29/13, R-30/14, I- MIN'. SPEED UP TO 170 ,n.p.h. R-CAW/15, R-2AW/15, R-3AW/16. * R-IBW/I5, R-28110/15, R-3901/16. _... __ANCHORS (SEE SECTIONS & ALTERNATIVES ON SAM 13, . 1415 BIG) 1/4' MAIL GAP A/7�J LIFE SAFETY STORM PANEL n ELEVATION (t) '- REGULAR REGULAR PANEL =____ (MIL OVERLAP -1BOIE VALLEY) SCALE 1/1 7_____________ eSTORM PANEL; •.••'•'•.w, ---- -- -- - ---- Ile MAX. GAP �9= g 3 *:f87 _ - _ * s LIFE � PANEL '•* a FLORIDA BUILDING CODE Non High Velocity Nurrlcarm EXTERIOR 'F� .'ORNDA . 'FAQ, �0 n,Eoa .c 24 GAGE GALVANIZED STEEL STORM PANEL aw g/ ••.......GAGA. SECTION A -A k - E C O t6tl . AL PROTECTION PRODUCTS, LLC. 4" S.W. 5, snw SCALE Ile-1' �,77 :02.> rr. ON . AN. IweN4.Hl IT- n1., IA,.0 F. 3131a 20 PNW O.-,w, NHO,E: (a.)BeF7a46, FAX: Im4)Mss-wA7 INSTALLATION DETAILS INTO FOR LIFE SAFETY WOOD STRUCTURES PANEL Gin _- HEADER S' GUTTED wm HEADER WO NfiA�� jii OD HEADER DOEtH I, WIRED �\ I l I I 1 a'0 TAPCON 1./40 TAPCpI 1 t1 TA:CON i 4'6 nPCON p O Y O.C. R ANCHOR O 9' O.C. • 9. O.0 - : OR O 9" O.C. -AI) IjI - O Ij' fl VAX i • . 1 • MAX-___ -_.•, 2 II , 'HM - 2'2• 4II : i ; j I I 1 I I % IXITT G1A55 _ - - S ♦ �_ , av-m,• s- S Wars r ♦ - f ,. i- H> IXIss6TMyYp -s t Si sars • % �' _1 A fA GLASS SnN It ; CdA55 y _ w 1 , 41-m+' N : I •rAMq I IOLrs • -: a "'�"'� -.1 r I i' - oWE AI MIS "-•f I fA/SS R ]IKON D.a1 r-�H 0 i ; ` 1 1 1• ,fl0t. H I UL4WN m r-E7 :. 9 / 1 { 1' IAA J %e ¢_ _ 1 ... _ Mo>L W_ _._ _ _ ___. 6 (SEE ELEVATION II 3- _ __ a _ L.. I - _ _ _ l 1. 1M.. -- '``--- 6' (SEE ELEVATION , - -'- --- - --- I p L- ��'(SEE ELEVATION 0 _- 0 1 I I - r-- - - tl oQ SHEET 1T) •- w- .__ I PANEL LENGTH ; - _ ATOM p T l ON SHEET 12) --{ _ I�� ON SKEET 11) p O 12) To I I' Win. a --'SEPARATION- i TO GLASS. I iT -� 6. 0 Ta CLASS i _.. 4. _ ;¢ - �_,_ i % L/22 .. � TO GLASS. ; O E• p 3 ® �n 1 Ell P, OC ED. JEO. \- _. -_1 ._ ) EO , '_ 1/1' H,- 4• C _1--.-. ,,// WOW T PLATE .. San 4 7 4'• TAPCON J �.. - 1/4.0 TAPCON REQUIRED _ • u , ox 2'we WC .�4.0 TAPCON Y.4' WOQD ANCHOR O 9' O.C. w/ STUD ANCNOt O 9. O.C. STAGGERED w/ CRUD \ - j ANCHOR O B- O.C. PLATE y I_ .Jj4Y TAPCON IIN _ ANCHOR O 9' O.C. ( - �� •.- �STAGOERED PURE I1000 A1j�M• ':--_.�. WDOD -RHEOUAM -- _' REQUIRED -- �L ILPAdELS O me E T -AAMEL WALL MOU"INGS SCALE 3/8-1*yl$.... - iSCALE lwT - WALL MOUNTINGS Slaw ` GFJVS • 1107FS �' FLORIDA BUILDING CODE Non High Velocity Nurricam Ion9 44167 ': _ 1L7�O "c 24 GAGE GALVANIZED STEEL STORM PANEL OPTION "an 1. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN RATINGS (P.s.f) AND PANEL LENGTHS AS PER ELEVATION ON SHEET 12. . ITPRESSURE s .Q STATE 0- PROTECTKMI PRODUCTS, LLC. Gn/]7/>m4 ' AMC. t» 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC i 9 •. 4•°0 6w 51 II1-1 S 0 ' F(DRIDF: ' •� 3B. a ,M A TWIN 4Nma n N 1NW, n_ =14 DENSITY OF 0.56 OR EOWL. . F ,. L S/Vrt •• A,.. �: ON�ForI-',Ws a .n-w, PHMC Lgo,)MN-7546• DINS (m4)Nl►-6T07 20-175 4B.rN. Mau Iwr.N r oMRO I4x IWi. A TILLF 0., P.E MIBr 15 B is MAXIMUM A.S.D. DESIGN PRESSURE RATING (R,s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE c FOR REGULAR STORM PANEL 6) INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANEL((]) INSTALLATIONS AS PER SECTIONS I THRU 6. ON SHEETS 4 & 5) MAX. A.S.D. X;NP PRESSURE �i1'oj MMBRWI ANCHORS SPACING FOR MIN E-0. PER SCHEDULE BfILw A�PPLICABUi & tJrY MAXIMUM PAQL LENGTH IL" DESIGN A.S.O. PRESSURE RATING (RAP_�j MAXIMUM ANCHORS SPACING FOR WN EA PER SC EDULE BELOW roAPPUCAAE IS � THEM PAt4N. UN M () TAPCON SOLID -SET ID iiMAC-NNI.M CN,LK-IN TAPCON SOLID -SET PLUS 7AMAC-NIQUIN G"LR-IN m m10 m Tocatam m 10 To m 10to IQ 70 To To 10Cm >.SS, -66 1° +75. -77 Ir 11• 13' Ir 13` Ir 13' lY 1Y 12' 13' 10' 1 5•-6, OR Lk13 >+7�-7s .4-Itu IY 5• 13' 0 1/x 13' 6 1/2 tY 6 1/Y 7 1/2' 5 1/2' Ir 4 1/2. 1 (TOP OR 1E55 Ir 11' 13• 13' tr 13' ts• 13' 13• 12• 13• 10• 1 (BOTTOM) Ir 6 1/2• 13• IY tr 9' 13" 9• To* 7 1/2' 13• 6- 1 (8°rTO) ,}' „' tY tT t3" IY 71' t]- tY t2• 1!' ,0' 2 (TIN) IY s' 13' 10 1/2 lr i 6 /2 ,]' 1 • a /2 7 1/2' /" 6 /2 f]' 4 1 - /2 2 (TOP) 13' it' 13' 1J' 13' 1]' 13' 1J' ,]• 12' ,J" 10' 2 (BDIRDM) ,r r 13' 1J• 1r B t • /i 13 91 •10 /1 t '7, /2 /: 13' 61 2' / 2 (aOT,ON) 13' it* ,3" 13• tY 13' 13' 13• 13• 12' 7]• 10' 3 (TOP) IJ' 7' 13' 13• tr 9 t/Y 17' 9 1/2. 10 1/1' 7 1/2' Ir 6• 3 (TOP) 12 1/2'12 t/ 6 1/4' 6 1/4• 12 1/2 12 1/2 - - 6 Ile 6 I/4' 3 (80TRCG) - - 2 1/2. 12 1/2 6 I/4' 6 1/4• 2 1, 6 1/4' - - 6 1/4• 6 Iµ• 3 (BOTTOM) 6' S' 6' B' e' 6• a' 6 1/2• r 3' e' 4 1/2` 4 (TOP) Y ]' 6• 5 1/2• r 3 1/2' Y 4• 4 1/2• 3' 8 1/2' 2 1/2' 4 (TOP) p' - a' - 6- - 8" B' a• - a' - 4 (BOTTOM) B' -- a 1/2' - 6' - 8• - 5 1/2" - r - 4 (BOTTOM) 13• „- 13' 13' 15- 13' ,3• 13- 13' 12' 13' to- s (TOP) IJ" 6 1/1' 13' t3' tr r 13• 9" TO- 7 1/2- 1r 6' S (TOP) ,r 11' tY 13- lr tY 13- U• ,J• 12- lY 10• 3 (BOTTOM) Ir 7• it ,3• IY 9 1/2" 13' 9 1/2' 10 1/2- 7 1/2- 13' 6- 5 (BOTTOM) l3• It- 13• 13• tr Ir 1r 1Y /J- 12- IY 10, 6 (TOP) Ir r 13• 10 1/2 13' 6 1/2' 13• 5 1/2' 7 1/2' 5 1/2' i]' 4 1/2' 8 (TOP) _ _ 6 1/P 6 I/4' a ,/4• n 1/4' - - - - 6 ,/{' 6 I/1' 6 (SORT«) _ - 0 f//• 6 1/4' 6 1/1' e Ile a 1/4' 6 1/0 - - • 1/4' 6 1/4' 6 (ROTC`•) 13• 7 1/2' 13' lS' 13• IW Ir 10' ,f' a• tY 6 1/2. 1 (TOP) TO 0 -9 Ir 5- 13' 0 1 tr 6 1/2' tY 6 1/ 7 1/2' 5 1/2' Ir 4 1/2' 1 OP) >6'-6' TO Y-0' 13' 7 1/2• IY 13, 13" 0 1/2 tY 10 1/2 11 1/ a' 13' r 1 (wrraw) iT 6 1/r 1r ,J• 13• 9' ,r 91 TO- 7 1/2- ,r - I (BORON) 13' 7 1/Y 13• 13• lY to' 13• to- it' a' 13• 6 1/2' 2 (TOP) Ir 5" 13" 10 1/2 IS- 6 1/2" 13' 6 1/2' 7 1/2' s 1/2, lr 2 (TOP) 13• 7 1/Y lY 13• 13' 10 1/2 13' 10 f/2 11 1/2• 8- lr 7- 2 (BO17O41) 13• r 13' lY ,r G 1/2• 13' 9 1/2• 0 1/2 7 1/2' 13• 2 (BOTICM) 13' 7 1/2' 13' t3' 13' 10 1/2 13' 10 1/2 11 1/1 a' IJ' Y J (TOP) U" T 13• tr 1r 9 1/2' Ir 9 1/2" 10 1/2' 7 1/2" 13'3 (TOP) 12 1/2' 12 1/1 5 1/4> 6 1/4. 12 1/2- 6 1/{' - - 6 1/4' 6 1/4. 3 (BOTTOM) - - 2 1/2 12 1/ 6 I/4• 6 I/4" 2 1/2. 6 1/4' - - 0 1/4' r1/2' 3 (B0TTa1M) 7 1/2" 3 1/2' a• 6- 7 1/2' 4• 8• 4 1/2- 5' 3 1/2- r Y A (TOP) 7' 3' 9' 5 1/2- 7• 3 1/2- W 4' 4 1/2' 3' 6 1/2' 4 (TOP) a• - 8' - e' - 6• - a' - 4 (80TTOM) e' - 0 1/Y - e' - Y - 5 1/2' - Y4 (BOTTOM) 13• 7 1/2' 13' 13' t3• 10 1/1 IS• ,0 1/2 11 ,/2 8• 1]' 7• 5 (TOP) l3• 6 1/2• ,r 13• W 9• 1J'M7� '10- (TOP) 13' 7 1/1' I]' ,J' 1J' 10 1/2 13' 10 1/2-11 1/2 B' U' Y 5 (BOTTOM) ,3" r 13' tJ' ,r B t/2' /3• 7 I/1' 13' 6lr 7 1/2' tr 1]• ,r 10 1/2 ,3• ,0 1/2 1 1/ 0' 1]' r 6 (TOP) ,r rt/Y lY at/2'13' ♦ t/2'6I/461/4' a 1 4' 6 1//' 6 1/4' 6 1/t' 8 (BDT!•) - - 6 1/4' 8 1/4• 6 1/4' 6 1/4- - - 6 1/4" 18 1/4' 6 (ROT!' SET SHEET 11 FOR UNCMORS TYPE 0 SAACNG TOR 4BiALIATIOHO INTO WOOD FARE BUM.DRRA • NNWYIB ANCHOR SPA:N9S AD MNRLAI mY DOW= ARE INDICATED ON THIS SCHEDULE FOR EO. ITS$ THAN POICATED ON SCHEDULE MEIRU ANCOR SPACING n MMTPMYNG WAD* MCC ON SCHEDULE BY THE FoLU R►B FACTORS. FOR IM OPERATION TO BE POBOOGE. NwD M SN&IGO ONE4,= TIRING FACTOR SHALL HOT BE LOS THAN MINIMUM SPACING ISCATO FOR EACH 410" TYPE ON THIS SCHEDULE. ANCHOR TIRE VIC K SMD-W - -- U TS 7INM-•OWN vYlt-Y MINIMUM ANCHOR SPACING (a) 3 3 3 3 2 ,/r 2 In IMOMIMPS96E PN) r 3 3 1/r 3 CBTANC OD3 BL001 3 3 ,I2' 3 ,n- 3 1n 3 ,/Y 4 ACIIAII .OBE ONV*= FAC1011 om d •• SPAC94GS ONLY VAI WHEN SPACER 6 USED. SEE T %1 FOR MAX A.S.D. DESK.YH LOADS & VAX. PANEL LENGTHS WHEN SPACER 0 IS USED. TABLE 11A A.SA. DESIGN LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS e'-B• > 40 PSF TO 50 PSF 6'-2" > 50 PSF TO 60 PSF 5'-10" A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS & Al SPACER AT 12 1/2. O.C. INSTALLATION DETAILS FOR LIFE SAFETY PANEL C1� INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES I/4.0 TAPCON--- ._.L7ILSTNG POURED 1/4-0 TAP'CON_ ,-_ E7fISTINc PoIj t/4.6 TAPCON-_ - -- QfISTWG POURED 1/4•0 TAPCON ANCHOR O 9' O.C. COFICREIE OR ANCHOR O 9' O.C.-.-R)NCRETE OR ANCHOR O 9' O.C. f CONCRETE OR ANCHOR O 9 OC. OR CONCRETE BLOCK CONCRETE BLOCK ' CONCRETE BLOCK CONCRETE BLOCK i/ REQUIRED. REQUIRED. REQUIRED. j REpU9ED. _Q 1/4, ( t/2' 1/4" f r/2' 1/4' E- / T12'/e 1 / E D0 f i LD.• ; coo / 1 E.0.4 Ifl. a I 9--SEPARATION 1 /a1H-mt• EXtSTI�.A t° GLASS. t/•Y-mt• % I , 1•N-mI• E7tt5t,I1GIiISS I +/4b-m+• IXISRR(¢-% r GLHyeS p - ,• -�-. _ _-Ef. Clan w E)USRTrSr ,1_ _ WOLn r : GLASS p_ GLASS a �. �.' 1 R -_ _ -yr.i T _-. d G R Gl/S5 �AME AN NINE.. �. �i. i R -A p 1 1HNN O s.49 N j II i IDEIG1 VAR T-C 0 I A l I 1 ( 1' Mu. Y I 1 11 MAX- p 1 1• MAX 0 I 1• MAX. p 1 PANEL LENGTH i i 6' PANEL LENGTH N I 'PANEL ILRGIH e -) iii 6' PANEL LENGTH (SEE ELEVATION I I (SEE ELEVATION %___. _._,/ T -- ON SHEET 12) N I (SEE i 1 ON SELETTION MFm. 1 ON SHREET 12) % _ _ - -i ON SHEET 12) �_ RIr w 1 II - T_... I ARA 1 D 1 II I TO C1A55. i0 CLASS. 1 ¢_ Y ED• ED4 E.D.• I E.D.0 EL• I i' I 0,? /i ,y ; Bnt/r oD EO r I }/4• ,� 1 ___.-!_.._ _J t _ ___ 1_ _ _1 L EOI - Hid 4•Ks. EDI4•MS 11 12 0 Oars Bm�i�yD - 0 12 rm,(1Lsy0/p 1/4"0 T � ,.. 1/40 TAPCON '._--,I/4"0 TAPCON 1/1'0 TAPCON ANCHOR O III O.C. ANCHOR O 9' O.C. ANCHOR O 9. O.C. ANCHOR O 9' O.C. DOING POLAED CONCRETE OR E)(W" POURED CONCRETE OR _ EXISTING POURED CONCRETE OR EXISTING POURED CONCRETE OR ���__CONCRETE BLOCK REQUIRED. -CONCRETES BLOCK REQUIRED. -CONCRETE BLOCK REQUIRED. $ ��� - -CONCRETE BLOCK REQUIRED. O REGULAR EELS O Un9* PANEL O WGU� PALNELS O LI E�SAFET�ANEL WALL MOUNITINGS WALL WOUNTINGS WALE 3/8-1*,SCALE 3/a-l- A._ SEE SHEETS 15 ! 16 IN ANCHORS ANMM Tog - 1/4•1- TYPE Or SPACING FOR NPPLOOG Nro UPON MNMIIL mom mom ] WOOD FRAME SU DOM WNW" ANCHOR SPACIBS AND M INARA 4MIBN/102 I I'- ONJ ] EDGE "STANCE ARE R6)IGT[D oN TINS SCHEDULE FOR ED. LESS THAN IOBATEO ON SCHEDULE REDUCE ANCHOR SPAfiE0.6 4vAna0M63 �� (� ) aT Mu1BLYNc ssACINc aHDWN aA SCHEDULE SIT THE FOLLOWING FACTORS. ROREIL p0E ppO1Q gyp•) now 1 1/2• WO FOR IRS OPERATION TO BE POSSIBLE. REDUCED ALL O RIND THAN FACTOMPM SHALL NOT WE LESS THAN 2 ,/.2. __ _ _ ____- WI FOR EACH ANMRN SPACING TWO SCHEDULE ANCHOR TTP[ ON 11116 9MIEDUIL r -__-__-__._ 018 ] 1 7' - FLORIDA BUILDING INSTALLATION DETAILS FOR UEE SAFETY PANELffl INTO WOOD STRUCTURES I / ` I II � I : •C- � II -($ IWREBL fl R IEMRRED i \ j •I 1 4'0 IAPCON , 41 TAPCON A\ ) T 7 1/2, 1/e 1/2, Ile I M'in Min @'I I i I I O O � j A j_ ,/,gym,• ft 90.rs A A p 1 GLASS _..I 5• PANEL LENGTH PANEL LEFM,TH I (SEE ELEVATION (SEE ELEVATION•-.._ _,r--_ -r__ ON SHEER 12) I m.. .1 ON SNIT 12) R 1 p I II 1' Wn. I 1 --I TO CLASS. ; Q ._..�; w M 1 .1 Wntd Hu 1 6n1/r oc EU 1 //1 CC L .' 2'.4 WOUQ , it 2.4' WOO) i -' 1 y PLATE PLATE REWIRED 1/4'6 PAN.LMAIE PUNS GOAD Ir PANEL3ATE PLUS ._1/IY ANCHOR O 12 1/2. O.C. `- M40M O 12 1/2. O.CLL �gRNAT1YE R �� - O REGULAR PANELS ANEW V,n HNNrrrb WALL MOUNITINGS ��VGENBF �0' S 4l' 0.44167 FLORIDA BUILDING CODE (Non High Velocity Hurrfeon4 Zone), IT ¢ 61aD nlrco. 110 24 GAGE GALVANIZED STEEL STORM PANEL 10 1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. STATE :•4r _. W_ N' PANEL YA�D'• A. JQ�x� 4N/Ttne2e (RESIGN PRESSURE RATANS (p.W.f) ANDSHEET LENGTHS AS PER ELEVATION ON SMELT 12. S F OR1 IL E C O GINS GLOBAL PROTECTKN PROWICIS, LLC. OAR: 2. FOR W000 FRAME CONSTRUCTION: WOOD �� `S/ONAL F•� T �DRAL "333144 1 NEW (�-..+7.VJ as 3a a B6. 2R. ,oBM ¢emW FL INn4HQIMM* / 20-175 MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC ! -.am- aw 4"­_AFCNc (04ham -7m. FA° n (m4Xvw_S DENSITY OF 0.55 OR EOUAL „>.- - - REARMING NP 1J'.. PE 9FAAL/61M4471PE/IMOE BALTG PC W,F,N OQT ,4 or ,I L V/ U 0_ O C= .CM CQ U N CU O (U Cn O O O W � C) 0 U _ CU Cn _ s` a) ku L 0- Q a z z w J N N CL - O FLU v I CL) 77 > W CD r_ o CL L` G M. M E.3 RI >a m x C u• GL TO C - N L d O N Y as CO CD .L C C C C 3 3 IV I- m ou • LN O3 C C] cu CE •_� 1.. N G � C E CD � c3 I.. W CU O CDL 0- U 0 Q_ CU W W Q Z Z Q J SHEET NO. SH 1.4_ Ez1/18, EZIW/18 ANCHORS -- (SEE SECTION EII a ALTERNATIVE EZIW ON SHEET is) -.43. wit.,-. T• AGn. 4(5EE NOTE 2)-`"./W/� ^\J (PWEE 2) OF �* ^ POOP6'1MlFf ALUMINUM I/2' O O O O O O O O O O---.r_ _----I � I I I I I i i I I I []PANEL yoz -- r-i'_*. _,. T ( T _ _ OF •L' r i- T I (END PANEL) I � I (INTERIOR PANEL) ()NTERIOR PANEL) ! ' (INTERIOR PANEL) (END PANEL) I MAX SEE NOTES 2. 3, 4 1I I i l I SEE NOTES 2, 3, 4 II f I Pw+LE NGnT - 80L?EO PANELS W/ I/M-]OY t' I E I 5 5 BOLTS W O EA VJEASM (SEE ISECiroas1 w51 APPLICABLE) SOIL OF JJ_LL_LLJJILLJJ_LZJJ_1LLJJ„�CLJJ111JJ_LLJJ11r1JJ_ilJJJ 4 � • SEE NOTE 4 3• uRR..- t' Mn SEE SEE 4:n NOTE 3 ANCHORS N07E 3 _----(SEE SECTION Qt a ALTERNATIVE Q1W ON $F+EEi IB) - ---- -- EZt/18, EZ1 W/18 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL a) SYSTEM (t) SCALE-: 3/32'm1" 2.88]'(IYN� 1/1' MOA. GAP \ ` -1 WHOLE `IALIE',) MAX. Go SECTIONA -A KL,rtittrr,rr,,,,, / SCALE: 3/32-=I' s."(�P, TI(�/Tav,A at ENGINEERING ENGINEERING EXPRESS® PRODUCT EVALUATION REPORT September 15, 2020 Application Number: 17869.1 - R2 EX Project Number: 20-31543 Product Manufacturer: At American Shutters and Glass Manufacturer Address: 1540 Donna Road West Palm Beach. FL 33409 Product Name 6 Descriptions: 24ga Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation: This Product Evaktatlon Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Fkdds Building Commission) Rule Chapter 81 G20-3.OD5, FA.C., for statewide acceptance per Method 1(d). The product noted above has been tested and/or evaluated as summarized herein to show compliance with the Florida Building Code Seventh Edition (2020) and Is. for the purpose Intended, at least equivalent to that required by the Code. Re-evaluation of this product shell be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: • PRODUCT EVALUATION EX drawing #20-31543 tided "249a Galvanized Steel Storm Panels (HVHZ d Non-HVHZ)•, sheets 1-5, prepared by Engineering Express, signed 6 sealed by Frank Bernardo, P.E. Is an Integral pert of this Evaluation Report • TEST REPORTS Uniform static structural performance has been tested in accordance With TAS 202 test standards par test r s eBT-ASG-17-001 Bleckwater Testing, Inc. ePDTt() by rg. Large missile Impact resistance and cyclic loading performance has been tested in accordance with TAS 201 and TAS 203 test standards per test report(s) SBT-ASG-17-001 by Blockwater Testing. Inc. • $TRl1CTURAI ENGiNEER1N0 CALCULATIONS SUuctural engineering cakulatiorre have bean prepared which evaluate the product traced on comparative and/or rational anayds to qualify the following design criteria: 1. Maximum Allowable Spans 2. Minimum Allowable Sports 3. Minimum Glen Separation 4. Anchor Spacing 160 SW 12'" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354.0660 1 (866) 396-9999 TEAM 0ENGINEERINGEx Peess.COM ENGmEERINGExPrESS.COM _w4 ON LN M IV TFfFLw MA 4 ` fSt all 1 r01 �TERMTE 19J[IDDIIr - NWPRIM: E%mlUSI0N5 - � r r LEC D. C.Mo 4 i c'a �z Iv C•utl I H Lrl - FiS..J - •J�E 1 r I MM:N111IRH:1 MI+IIpI tiH:I ION L J;i I?,l.t.lF * LAST PANEL(D TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE PROVIDED W/ REAR HANDLE TO FACILITATE INSTALLATION IF INTENDED 70 BE INSTALLED FROM INSIDE OF STRUCTURE. NOTES (1NITION OF SERIES 20I E-Z HANG STORM PANEL SYSTEM CONSISTING OF PANEL + Cont TRACKS TOP & BOTTOM. (2). END PANELS SHALL ALWAYS BE CONNECTED TO BOTTOM TRACK OTHERWISE A STOP BAR SHALL BE PROVIDED AT TOP OF SUCH PANELS. (3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION SHALL CONSIST OF 1/4•020x3/4• MS W/ 7/8"ec3/32' WING NUT OR 7 4•ox3 4' Win. THUMBSCREW T BOTTOM TRACK. LOCATION OF FASTENERS MAY BE AT EITHER OF TWO EXTERIOR FIAT FLAINGES OF END PANEL. (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (;e. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO PANELS SHALL BE CONNECTED TO BOTTOM TRACk USING SPECS INDICATED ON NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. t INSTALLATIONS ONLY VALID FOR WIND SPEED UP TO '70 Ill FLORIDA BUILDING CODE (Non Hlah Velocity Hurricane re ENGINEERING Page 2 of 2 All American Shutters and Glass - 24ga Galvanized Steel Storm Panels No 33% increase In allowable stress has been used in the design of this product Separation from glazing is not required for installations outside of wind zone 4 and essential fadlibes. Impact Resistance: Large Impact Resistance has been demonstrated as evidenced in previously Ifeted test report(s), and is accounted for In the engineering design of this product. Wind Load Resistance This product has been designed to resist wind loads as Indicated in the span schodule(s) on the respective Product Evaluation Document (i.e. engineering drawing). installation This product shall be Installed in strict complance with its respective Product Evaluation Document (i.e. engineering drawing), along with all components noted therein. Product components shall be of the material specified in that product's respective Product Evaluation Document (i.e. engineering drawing). Limitations & Conditions of Use: Use of this product shall be in sW accordance with the respective Product Evaluation Document (i.e. engineering drawing) as noted herein. All supporting host structures shall be designed to resist all superimposed bads and shall be of a material Wed 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 sae -specific basis by a registered professional engineer. All components which are permanently installed shall be protected against corrosion, contamination, and other such damage at all times. This product has been designed for Use within and outside the High Velocity Hurricane Zone (HVHZ). Respecttillly. s,rx+AL _ Frank Bennardo. PE ENGINEERING EXPRE88e OPE0046549 I Cem Auth. 9885 160 SW 121" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396-9999 TEAM th ENGINEERINGEXPRESS.COM ENGINEERING EXPRESS.COM Auix, wNt� uW¢.! rr,•n+x.wr-1 or I Nit u d P.' ,z _ c N YI HIRI H� C ;1= y A _Bitw W .I _ W TLI F �c �E 3 (n� „-NN I N ) Wn- H l - cD - 'ITTPRP`7'--GYP I4ALi fi t-'' ''�' a�CC1LING/Il00R NDUM 9CRIW1 - * U1 :. H 1. aI MACTIFI, rw.- 4_ 1I+A Yiw MM1v V M t-LPL LH. ,F. : H ✓ H1^� P N 0 5 wI 1 i * ti3 'SCR a' ID. "cti T t ..- In1Ai�t� r m JN,r :.>ryrtn '•nATIP R:..:. ' /\ OD7IprygL roD/BOTTOM cLOSURF D_TAILM1`� � - 23s�£dt_YY.Y_EYY ��l 11H ill !a!�!6 " $i1 1 20-31543 I INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL C1� INTO POURED CONCRETE. CONCRETE BLOCK AND WOOD STRUCTURES li- IT -VISTING POURED CONCRETE OR 1'/•e TAPOON CONCRETE BLOCK _ REOUTAED. I ANCHOR a 12. O.G. / 1 /4'e TAPCON 1 y' - _-114.1' HEX HEAD TER WOOD HEADER_114x1' HEX HEAD TEN I' ---� FROM 4• FROM ANCHOR a 12' 0.6 SCREW 9(64' REQUIRED ,' SCREW a /I i171 EDGE OF Iii. ..-lT 9I EDGE OF li 1 i 3 I E D l in -- -1/2'TL ' 1. 1L '..//.. 1 -7 /46 ---I/12 ••c-aIlni'e sit IOLM W9/1J 1 �9«N I 1 112' . II 1 win. I I R-SEPARATION 1 ND1N(�� 1' Mn 1 To c1A55. ; Ill 31LLUMINLW POP -FL/NRNUY POP GLASS 11 /� CLASS-'1 TO GLASS, /� RIVET a t -{ T) RNEr ,ply-m.r• y t� �_-�- B._O. ;--f`-=---I-� --- 6,_O. S.S. cane N 1 YA%. i/41F-2O1• -a ���- //nn I MAX. PANEL LENGTH RIPn e ; _. _ ._ _ _-i -. _ _ _ r PANEL LENGTH e 1 A-— nU t' Min. R^SEPARATON SEPAM I - _-L/41-20M2• -- ro GLASS. 502 THUMBSCREW 'L' U I 6os n To am. OF U I - THUM�REW OF 'L' N -%/ f/ /j i I N I /7 it/1if" I 1 + J - - __ J.._ -.I /2' I--- � � 1 wX 1 _ - 7 t -{ TAPCON ANCHOR .. J4'1 e 12• G.D. 1/4-0 TAPCON _ II _ 2•N• W000 ANCHOR a 12 0 C. %f pc P 7lATE CONSCD)IEOR J IE OR '-� CONCRETE BLOCK y�.. - REWIRED REQUIRED. ° WALL MOUNTING WALL MOUNTING SECTION EZi AAL RNATIVE E21W SCALE 3/8=1" SCALE 3/8-1' E,ununuN, T!(L/J✓'+�, AXN .- ,$ENfB ' :� ;s FLORIDA BUILDING CODE Non High Velocity Hurricane Zone no= a MIN. PANEL LENGTH 3 D. 441 - Pmxo mi[c6. we 11. 1. INSTALLATfON ARE ONLY VALID FOR MAX. A.S.D. DESIGN SHALL BE 2'-6" .k •j * 24 GAGE GALVANIZED STEEL STORY PANEL OW11i1 BT: *' -^.,� PRESSURE RATING +/- 40.0 P-e.f. AND 6'-0" MAX - PANEL LENGTH. __ o -, STATE 0 _ - I L E G O I lE c GLOBAL PROTECTION PRODUCTS, LLC. °' a/re2%0 . 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD %�0�: FCOR10 A ! ANY Imo SW al STROM . MEMBERS TO BE SOUTHERN PINE No 2, W SPECIFIC `° °- "' m w°e"-'' °"°°o''L ""4' DWE. FL will 20-175 / S Sf • • • •-�� nilK rra: NN . PI,..: wi - RA, 4WE1 m-.an (BE418n-11a6. (WHxAAe-Bm V DENSTY OF 0.55 OR EQUAL. 4 � l e10i•"'" oaa4lex: Mr. �� p +r+rulnNW IDAc/wre CA-rna7te a,,, TGLTEP w nW W., PL Y ^'w +'a SHEET U or is 41 1Mi BB+N Oil, FE N O[{w445N9 G iIBB ALL AMERICAN SHUTTERS AND GLASS MAXIMUM ALLOWABLE I'l. sillF, illy ' DESIGN PRESSURES:7D1`4ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZmr AS NOTED IN DESIGN DESIGN NOTES: I SCHEDULES WIDTH UNLIMITED POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED IN i FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER r n 6 (PE0.P. TO PANEL TED SPAN) SEPARATE ENGINEEFLING IN ACCORDANCE WITH THE DEfERMM[NED IN ACCOR�AUNRCE RWITHIA ENTS 7 D CHAPTER �- E W TOP MOUNT (CONN TYP. ISM OF THE FLORIDA BUILDING CODE SHALL BE LESS THAN - ,0 L=t TYPE AS REQ'D) SECTIONS OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN "E>• ` OPTIONAL /` -20 STITCH PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ( !. < lu - BOLTS WITH WASHERED ASSEMBLY AS SHOWN. r m ' WINGNUTS FASTENED 0 NI Li OVERLAPS 0 MI DSPAN (USE GENERAL NO -TES: S 0 E APPROPRIATE SPAN TABLE) 1. TH15 SPECIFICATION HAS BEEN DESIGNED AND SHALL BE FABRICATED IN _ p ACCORDANCE WITH TMEftEQUIRIMENTS O F THE FLORIDABLI-11. CODE 'ii OW 1: PLAN VIEW SEVENTH EDITION (2020 FOR USE INSIDE AND OUTSIDE OFTHE HVHZ. PER m O 4 li+ y TAS 201, 202 AND 2D3 T�ST PROTOCOLS. CONTRACTOR SHALL INVESTIGATE y E p AND CONFORM TO ALL LOCAL BUILDING CODE AMENDMENTS WHICH MAY u a till APPLY. DP.SIGN CRITERIA BEYOND A5 STATED Hl REIN MAY REcil fn = 6 R0, 156" ADDT!TONAL USPECIFIC SEALED ENGINEERING. 2, NO 33A/3% INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. 3. THE ARCHITECTIENGINEER OF RECORD FOR THE PROJECT SUPERSTRUCTUR! WITH WHICH THIS DESIGN IS USEDSHALL Se RESPONSIBLE FOR THEINTEGRITY OFALLSUPPORTINO SURFACESTO THIS DESIGN WHICH 0 f / SHALL BE COORDINATED BY THE PERMITTING CONTRACTOR: ( ) 4 R PAMTE 'Site -SPECIFIC' SEALED ENGINEERING SHALL RE ATQUMO IN ORDER TO DEVIATE FROM LOpp$, DEFLECTIONS. 6R SPANS CONTAINED _ BOTTOM MOUNT \ ( ) HEREIN. CONTACTTHIS ENGINEER F-00. ALTERNATE SPAN CALCULATIONSAS ICON IN TYPE 0.G \ I MAYBE REQUI0.E 0. N REQ'D) \ 5. THE S TEM DETAILED 118 1N IS GENERIC AND DOES NOT PROVIDE Q[ d 4 R0, 91" / INFORMATION FORA SPECIFIC STPE. TOR 6tR CON DITION6 OffFEREr+T ROM W " 6.`- / 0.375° THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER 00. REGISTERED L O MAY BE AT T ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN Ppl a BOTTOM J CDILIUNCTION IYTTM THIS DOOIMEMT 1 TYPICAL VERTICAL MOUNT ELEVATION PRESSURES DIVIDED BY A 1.6. DESI N PRESSURES 5 SAFETY D HERSFACTOR, N ARE BASED ON MAXIMUM TESTED = >q 7, ALL FASTENERS TO B! K'ALLID OR GREATER SAL GRADE 5 UNLESS NOrED V) gg 3yo� 1 N.T.S. ELEVATION OTHERIISE. FASTENERS SMBE CADMIUM -PLATED OR OTHERWISE Z i� CORROSION -RESISTANT MATERIAL AND SHALL COMPLY WITH"SPECIFICATIONS FOR ALUMINUM STRUCT!IRE6' SECTION 3.3 BY THE ALUMINUM ASSOCIATION, INC.: I. ANY APPLICABLE FEDERAL, STATE, AND/OR LOCAL CODES. TOP MOUNT LIT. B. Al STORM PANELS SMALL BE 24CA ST!!L. t.0024". P-y 9. STORM PANELS 511ALL CONFORM TO ASTM AB53 STRUCTURAL UAI-ITY C CONN TYPE Q (SPAN E 10. L.LLALU OEW VAIN EXT COATING° WITH A MINIMUM F M&1 M. W t--A5 �0 D) ( 7RUCTION) 10. ALL ALUf•WIUM EXTRUSIONS SHALLBE 60fi3-Tb ALUMINUM ALLOY, I III, T NOTEDOTIIERNYISE. < 11 rON B EDTTOFI Ry`I5 s SHOWN MAY Be 1NTERC nNueeO 0.5 F e D BOTTOM CONDITIONS DICTATE. PANELS MAYBE MOUNTED VERTICALLY OR J CUNT HORIZONTALLY AS APPLICABLE. J J� 12. CONCRETE ANCHORS NOTED HEREIN SHALL8E EMOEDDEOTO Q (CONN TYPENON-CRACKED CONCRETE ONLY. INSTALL ALL CONCRETE ANCHORS PER AS REQ'D) MANUFACTURER'S RECOMMENDATIONS. r 13, THE CONTRACTOR 15 RESPONSIBLE TO INSULATE OR PROTECT ALL tCLL�O O i MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS, mN T -OBSTRUCTION 74, ENGINEER SEAL AFFI%EOHERE 70VALIDA ES STRUCTURAL a E$LGN A6 1 a O SHOWN ONLY. USE I THIS L ES THIS ENGINEER CONTRACTOR ST al. I LOCATION MAY VA0.Y qq qq I ) INDEMNIFIES 6 SL FEE HARMLELL TE F SPESO FOR ALL COST B DAMAGES Q w E INCLUDING LEGAL FEES F APPELLATE FEES RESULTING FROM MATERIAL 2 > TOP MOUNT FABRICATION, SYSTEM ERECTION, STATE, I F!Dl!RA+ PRACTICES BEYOND THAT ■■ .J / p O WHICH O CALLED FOR BY LOCAL, STAR', A FEDERAL CODES 6 FROM E t2 8 H F3 AS TYPE 13, "DNS OF THIS PLAN. _ AS REQ'D) ]5, EXCA I AS E R AFFSLY PgOVlDA HEREIN, NO ADDITIONAL CERT]FL. LATHSONS S; AFTITIONS,O ARE INTENDED. L A ALTPMTITTE ADDITIONS: IA OTHER CERTIFICATION IOTMIS DOCU MENT ARE -PERMITTED AND RMANEDAR TMIS CERTIFICATION. gg Lmax 17. PANELS SHALL BE PERMANENTLY LIBELED WITH MIN IMVM OF (1) LABEL a e IiL BOTTOM MOUNT {OQ(W PER EVERY 3.0 FEET. CONTAINING THE FOLLOTING IN FORMATION: (SPA N BELOW �yj G TYPE AS REQ'D) OBSTRUCTION) ALLANFRICAH SHUTTERS AND GLASS 11 6YEST PALM BEACH, T PANELS MAY BE NOTCHED A50.E201 QUIRED, OPTIONAL i/+'-205FLO410A' PRTASODU20aCT ACPFWALNUMSER AT9AlbMfPAVa1F1NA1mIE PROVIDED THAT CONNECTIONS AND BOLTS WITH WASHERED ERED L ANCHORS ARE USED WHICH SATISFY WINGNITS FASTENED 0 20-31543 OVERLAPS Q MIDSPAN (USE h SPANS ABOVE&BELOW OBSTRIICTICNAPPROPRIATE SPAN TABLE) VISIT ECALCAC/81543 ■ $j� VERTICAL MOUNT ELEVATION AF:R 3'^i'S N'DC:I:.Ti S 2 NOTCHED PANELS WaT Bi61NFHWUNEYIRBBe fAMlaTORE ■ /'J 1 N.T.S. ELEVATION r HALMA IeDMrBatJeeancs CI(JII ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 24 GAUGE PANELS MINIMUM STORM P U PANEL T SEPARA ION FROM GLASS (HVNZ WIND ZONE 4 A ESS N FAL FACILITIES) r MAXIMUM ... DESIGN ALLOWABLE ' INSTALLATIONS IONS LESS i INSTALLATIONS SG0.EATER d PRESSURE l SPAN Rmarl iNAN 30' ABOVE GRADE THAN 30ABOVE GRADE (PSF) I •/ 30 130.01. _- 6.06'. ------ _-2.161._----- - 130D In . ♦ --.. (40 130.0 In 6.061. _ -_.- 606 in _ 2,161. -.._ 2161n /50 ! 730.01n 6.06 Vn 3.16 in SS 106. 6..0e In 235m / 832. fFL __ 6091n .._ _ 2,63 in P/.65 � S98. '6.112721. 4n �_-__ I /�70 36An _T_- 6.111n 2.901n i _ e142 --1. 2701n 6.131n J , �2.9a in :INAN 5LHtUULt NU I t5: 1. ENTER AN SCHEDULES WITH NEGATIVE SPAN DESIGN LOAD aPANHFASTENER SPACING To DETERMINE ' MAXIMUM ALLOWABLE STORM PANEL ' SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 2. PANEL FASTENERS ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS ('F--TRACK, STUDDED ANGLE, ETC.). USE 6.25 O.C. PANEL FASTENER SPACING TABLE VALUES FOR ALL'M- AND'U'-HEADER$ (INCLUDING BUILD OUT CONDITIONS). 3. UNEAR INTERPOLATION BETWEEN LOADS IS ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD. E. ENTER SPAR SCHEDULE - POSITIVE IO - LOAD TO DETERMINE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED. 2. SCHEDULE IS REQUIRED FOR USE WITM POSITIVE LOADS ONLY. INTER OlATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD. 3. FOR INSTALLATIONS OUTSIDE OF THE MVMZ AND OUTSIDE OF ESSENTIAL FACILITIES IN ASTM WIND ZONES I THROUGH 3, THE GLASS SEPARATION SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE PROTECTED OPENING IS REQUIRED. T MINIMUM ALLOWABLE SPAN SCHEDULE TOP MOUNT S !14511 �P 4 ¢ II I I B . IPN� �` �a YI' Heater 0" 0' 7 29" 2 r 2r 24' 23` euitilt e'If' Mini 0" IF 2S 24" 25' n: 21 0" 24• 2T 26• 2.5 a'Lr Meader O" Cr Q' 23" 2r 25' 2Y 2r IF 2r Zr 26' C 2.5a9Nd 23" 23" 23' 1t" 30' 31' t]• 30' Zr 30' it' 93' RWk W'P TTacA 24* z ,C z 4' 30' 4r 5P 2C 4s x 4^ 4B• 30" Sr •F Track 25' 2S 25' 31' S0' SY 90' SET 25" !KF 31' S5" g O Sw A M6an 2Y 2Y 2'r 11' 2r 30' 11' 21F 2Y 2P 11' 7 • t I erect Mo un 2 r zr 2 r 3C 4c so• 2B' 4C 2 r 4s' 30' 53- 'U" NaaWT 0' P O' 2Y 2 r 2S 2Y 2 r' CrP 2 23' 2e' m v me zr xr zr 37 4s 50 zr At zr 4B 7C sit SRM Sill 23- 2T 33' I t' 30' 31' it- 3P zT 3T 11' 3Y 'C'T.0 2r 2S 33' S3- 55• 1 31• 1E3 2f 57 7S Sit' CPYDIT10N6 AT iOP OR 04TTONnrPAME1 LEMGTH6lES5 THEW TNDY NDRD IN Tga.E ABOV! 4AEMNOT ((U)//)) ACCEPTABLE. J 1. NO SE- iDIM FROM GLASS IS PEpARED WHEN PWEL ,FN4T,+ IS GREARA THAN THAT NOTED FOR �Jl RESPE{T1VE MOUNTING co"NNATION ABOUT. J. SLOE CLOSURES ABO IN RE ED IRFOR ALL BUil MIXRYrS TABLE VE. WHERE SIDE CLOSURES ARE fY¢T 1' YJ QU USED WITH WllL MOT, 22o CWITH CA IR . SEPARATION ,ROM GLA56 M-S, a BE PEP ITHA TINE REW P rAeL[ AWLIES v 00Tn z2 , rwr1H DR wrrHrwr STITC71 IgL16 WD PANELS. a BprH w1i++ AYcet 9 1 149a Z cw6TENE S 12OR 4- 5'OC 0. e 5' 5. PANELS MAY SPAN MINIMUM USING OIli OF 1 OPTIONALORBOTTOMROSUaFs Al OPENING (PEA DETA+I'M I. ), USSNG AM MOVNRMG CONOfiION SHOWN IN. TNESf [NMWIAGS . L N.T.S. OPTIONAL INTERIOR FASTENING DETAIL In CIE: S 6 LA6r PANEL INStALLED kIXM IHTENOR y3 A �T W K--]0M 1'S5.SIDfw 4BOLT OP MKnirK IAFW nW A- DNA . +NOTE S J _ to DN {N5,'DFASMEAED WINGMUT < MACHINE SCBE'A STUD WI WASHERED WINtRIVr a i155-O.C- �.�•��1 ! � F CONNC BOTTOM MOUNT El ON 1r]ADW.EMT yy 9pp PANa.I BOTTOM MOUNL ,CONK TMo PS Al GN_ a �� di EMBED ., Eyyr1 �:" � a G HIM i COINN TYPE AS REQ'O R �v DOPlneIfPMIk IeMReR D (ENSURE AM.MORS AT 20-31543 _ EAISTIHG CONCRETE. SIACiNG OF MAY THE IWILOWBLOCKOP VALVEG1-1.AH-OR 'AD00 HtAMING $RACING TABLE. P EACM 04HE1 AwACEM TO EGRESS PANECI M OPTIONAL EGRESS PANEL DETAIL 'ffi INTERIOR FASTENING /•( rRNNKDOAMDO PC DEAN6 -P SBBS 470 f3 0�9=60'-T'-0 094:.NQ77��1' _ 625S �,Lzs°94FO-S" `� 1 T'- 10 GAt,_y " TYP. Iri TYP 25 -0.3 0,09a" r T 1.930" 0•�2 062I i�062 .375°, 0,125 " 2.000' �M� - 0 062" J 1.35 A30" 00' -� 2D20„250" -I 2.000" -i 2,000" TYP. �w=x!Q �.721" I.lIR)" ny N' ApEp 3 �SULLO-OUT'Lr FADER lOµ J-PNI CLOSURE ©SRM ANOIE c a C- 1 . t I N 'i ry I I 3.380" MAX. 0.313g" 1, 51 .560"I�-IL560" 510" 0.365" 31° 6SS° 0 g•" 00�6�5" 0376' 0.01�'�55' 035d' y�c �1 0.179'-JI, pp 0.19D' ,gg6" 12,500" PANEL-Q.-I. AGE �- " LILAC ]__�C 14375" PANEL LENGTH ILA fo s4s" 0.524.150" D 2�" I-0.050' $ O O "till e a1 W ORFR ON T- 0.090" T- D,09D" rr,� NAY BE 0.065' 0.250" ---I- ��'. 1.1 OOQ°0 9p �.Awwnvrn 0.215" I �215 0.710" A0.135" .305" N TYP. TYP. 2, 0.700' V BUILD-OUT'r TPAOK "F' iRACi I � D. ae,'•D' TKACK IWMINUT o,9s7• LT- V ! R t . O.DB MIN. I 0.3135°2 � C7 0376"40.655° O.I90° vvrv.np Z < m - M LEG tJ3 L ICI d DIRECTION OC F t FVTe Cr °-Y •.::3' 'rye, nEVERSED O z ,, .'� A�:lw :rTJu ,Ga"F' ANGLE - YRAfX (IXTENDED] � � i� y ':5 I`;YIV. C:f ii_V_C 3=:CwTCP T S QVERLAP 1 a 4" Max. n CORNERCLDSURE DETAIL MAX. I 018X9 ]- MtiN Here �.25" MAX. LYSUL asa - U.1 b m Tm :l•n BUILD -OUT is .,r .� m .V.cn.Y" F d W+ 'WA 1 NU R IIFIA F 1 a l v1 v DISTANCE EMED fir. I+. [A �.n:•:!. < 1,DOD" OVERLAP wlro. 3 820" d' a' a uE+Yi� Lam. MAX. y N T.SUI P R Ax, ' MIN. d{{ 1.500" 4,. MAX , MIN a T Y � I iii In tUs nr4L CORNERCtDSURE OEINL !� ( V �i.Y a _` v a BED I^TMP MOUNT CLOSURE pETAtt " NT.S g 1 ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS; PANEL FASTENERS a 12.S" O.G. MR /,�,,✓//,..G//✓1/,.0,�/.-./ SHE W MORMV /�,.,%/.., ✓bit ,,./.i.,, J� MAN DtORON ANONO0. PRESYUNL rns PSP YC011M I" e'"'+' �CONN >.P I• rn! u a c3 a TYP! CI c2 c3 CA [OMNIrn! CI [1 C'3 C4 VI.-4 T' EMBED 33 .. Fw 41 48 52 T2 L2.5 160' 16,0" 109 12S 16.0 160' 7. " 5 12,5 16.00760 67' 12.5" ]6,0' 16 D" &e" 12 15 D 6.1' 12 5 16 p^ 34.6 b.0" 125' 16.0' 160 75- 12S'160 14 7 N 12.5 16.0'147 60" 115' 1Z5' ]6.0 16.0° 1E 147 6.9" .0" 6 12. 5' 12.5" 360 16❑ 14.7 6.0' -07' 1 7,0' 122,5 157 " L ' SB.v ] 2"OI6CD n 11 P1 U 33 WOODSCREW 41 78 52 72 l2 5 16.0' 16,0 ]0.1" 12 5 16 " O 12.1 7;0' 12 S 1fi.0- ]0B .8' 6 2" L2.51 16.0' 141" &1' 125' 16.0 ,7' 9 5.6" 12.5 0" S6. 9.7" 5 6" L2.5 L2.5' 125' ]6.0' 120' 36 0' 1L I' 16.019.6" 7 O' 6.4' 5.6' 12 5 12.5' 12, S' 16 0' 16.D' 16.0' 9,6 5,6" 0.6 5.6' 96" $,6" 12 SO 12 T 12.Tp 16.0' 9.6' S.6" ]5.0' 9.6" 5 6" Ill 9.6' Ill $O V4" 41-1J4' CMKQ 33 TAD ORa•CMS• 41 .y 4B oe. 52 72 12.5" 26.0' 16.0" 12.E 16A" 11.5" 12.5 16.0' 101" L25' 16,0" 13.3- 12.5 160 91' MEM 12.5 36.0" 9.2" L25' 16.i 0 ILA' 12.5 L2 5" 11 !' 16.0" 16.0 51 12 S 12.5 16 0' i'l. 9,1" 9 1 12,5 u.5 16.0' 9.1' Lev" 9.1• ]10'Y •8'EMBED ! d 33 YIIIN NRA4H 41 WOOD W"It10 48 52 7Z 12 5 36.0' 8 6' 7.3" 12.6 15. ' 5 6.0 5.1" f 2 S 3 d. " 1 .8 5.3 5 12 5' 16.0' 7 0' S 9" 1 2 Ill 2. 1 5 lI ' 8 4.1' 6.25" 12,-0" 4 6' 4.1" 12 5" 154' 5.9 5.0" 6 25' 12.3 4.7d 4.0" 6.25" 12.3" 4.7 4.0" 11 S" 1 �2 S.S d 4,7 6 25' 12. " 3 4,r" 1.0" 6 25' 12 3' 4 7 4.0" 6.25" 12.3' 4.7" 4.0' 6.25' 12.3" 9. J" 9.0" EZS' 32.3" 4.T 4.0" ANCHOR NOTES: 1. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED H T IFI HEREIN, 6U ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING. MAWMUM ALLOWABLE SPANS ANO P U N T RE55 TIES ] DICA ED 2, SPAN SCHEDULE $HALL APPLY, 2. ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENE0. SPACING, THE EXISTING STRUCTURE MATERIAL, a ANCHOR TYPE. SELECT DESIGN LOAD GREATE0. THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPANSELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON SHEET 2 FOR IDENTIFICATION OF CONNECTION TYPE). 3. "PANEL FASTENERS' ARE STUDS USED IN COMUNCT70N WITH ALL MOUNTING EXTRUSIONS ('P'-TRACK STUDDED ANGLE ETC. 6 5 O, SPACING - .PANEL FASTENER SPANG TABLE VALUES FOR ) USE .2 " Al AND "U'-HEADERS (INCLUDING BUILDOUT CONDITIIXNS). 4- ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. S. HOLLOW BLOCK HOST STRUCTURE SHALLCONFORM TO ASTM C90 BLOCK 6, MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE, 7- MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINISHES. WALL FINISHES SHALL BE LIMITED TO 1/4" MAX OR SHALLBE VERIFIED BY OTHERS TO ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE. B. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY, 9. WHERE EXISTING STRUCTURE 15 WOOD FRAMING EXISTING CONDITIONS MAY C NOT VARY FIELD VERIFY THAT FASTENERS ARE INTOADE ATE WOOD FRAMING MEMBERS, NOT W QU B $, O PLYWOOD, FASTENING TO PLYWOOD I$ ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES, ED. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" X 4" MIN. WOOD STUD '4"®GE DISTANCE S A ( ) (/I ACCEPTABLE FOR WOOD FRAMING), PHILL STUD SHALL BE "SOUTHERN PINE' G-0,55 O0. GREATER DENSITY. LAG SORELY SHALL HAVE PiB LOPS PAN HEAD OR HEX HEAD. 11. REMOVABLE ANCHORS ARE: DEWALT PANELMATE ALL -POINTS SCUD -SET B BRA 55 BUSH G. N 12- MACh4NE SCAEVS SHALL HAVE 1/2" MINIMUM ENGAGEMENT OF THREADS INTO THE BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U.N.O. 13. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES, 14, ii DESIGNATES ANCHOR GOFDIfION51NHICHAtrE NOT ACCEPTABLE USES, 15. * DIRECT MOUNTING CONDITIONS. 1 6, LINEAR INTERPOLATION 15 NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON THIS SHEET, All 20-31543 9 s U) -00 O .•... U N 0_ O C .CM CIO U �- C CCf-co O O O O �'ii'' W CIO 0 O LL_ O .w -0 Cn E O ��/'� O 0_ -0 .� VJ Q N nit LLU ."15 E� N VI N L VJ O EO d > B 3 c R tJ i c 7 l9 T U t/1 E C m o u aQ ♦a�J CD i r-+--a #--a U) �\�J � \I O 0_ U O U � C0 I.LI c G Z Z Z Q J SHEET NO. SH 1.5