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Home My WebLink About6689 Bar S Bar Trl3 x m rn LO L 0 cn Q N CV O 9 A N O I m rn r� iv 0 0 Cn 0 Q N 0 cV M O N i LO v Cn a C1 c Y 3 Q N N a N E O S C J N 0 v v 0 UI U 0 i U z y I c 0 U a� EZ 14 W,W 1 as] 0 1 Lei M 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-Condifioner 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 orA.H.U. Air Handler Unit FR DR French Door RECEPT Receptacle ALT orALT. Alternate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft. Foot/ Feet REINF Reinforcing BF Bifold Door FTG or Ftg. Footing REQD 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 Brill. 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 orHdr. 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 SO FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SO or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community K/WALL or KIWall 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 ILL 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 Cemenfitious 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 WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UG 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 (shoe'^r 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. Owner's 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. SK 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 orFF or Fin. Flr. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS, DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 ADDED VAULT. CLG. 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 08-27-19 4.1 ENG. REVIEW FOR 150—C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA 12-12-19 4.3 ELEV. B EXTEND ENTRY SLAB 12-15-20 4.4 OVERHANG OVER SGD REV. TO 3' PER C.M. 12-19-20 5.0 FBC 2020 CODE UPDATE 06-14-21 5.1 HVAC DOOR TO 2652 PER C.M. 11-29-21 6.0 ADDED ELEV KLM PER C.M. i IF ill 111VI 1941 Al B1 KLM INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 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 moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. Care and Maintenance Yearly maintenance and inspections by the builder/homeowner are necessary for the future life of this home. Care must be taken to check windows and doors for caulking, remove leaves and debris off roofs, make sure that water flow is away from the house and have your home repainted every 3 - 5 years to protect the coatings. The designer and engineer of record are not responsible for the upkeep of the home and will not be held liable for instances that may occur over the normal life of the home without proper maintenance. o (D_r_p` 0 O aU'N 0— Z m LL -0 '0 > U .;® M c-1, �) Q>? > �-- CZ N N 0 N M N N id0 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. HCD W E ti a o N� N, U O m 8 J ul. C ��00 .0)# LL W a 0)cn�� LL W Q 6M'T 0 4 y J L.LLL d W S 0 ix 2 '@ CV CO W 0 J Wtl�pjbi Z Loro)N M Z U) O ILa U Z O U W b(]� ti✓ ,e�j � N M p�pp o Z a0 N z o � Q J tZ � a� 04--1 Nf� ,0LL w E (� to m 4C+ V O " o ul w �V) "— — e ® LLI J m 1 1 L $ x� Ci ij v°'i Q � o e N CA o CO WW M N o E wo os z� <R I= O wZ zm oa UO ca C O E 20 ¢¢ <Z O� wZ N o ¢ W L c o 0 m 0, Z, YZ m �z N OQ Zo <U `% a U r� <o dZ T� r- o w< =3 �o O O V z¢ x r a3 .0 O ('Q L /rA, rn Q 0 � � N Ji 04 N Cr 0 r^ Y VJ m m QI O 04 N � � c. M CV r ui E = o z z E r to `m c c 0- E o v m U J Q Q aci J JOB NO: 22-02392 SCALE : AS DOTED SHEET NO. C S rn m LO c cn 0 J rn N 0 I m L0 ;v 0 V) C, J N 0 I c Cr Q c 3 a N N a F2 2 0 c J tN t7 0 pU C v U a� .O a z I i 0 v 0 a, ti N N ti O 0 0 a N N N 0 s M m 0 an, r)" 55'-10" V-7" T-7" 15'-0" 3" VERIFYMETER 1'-4" A LOCH ION WITH T-0" S3 BUILDER H.B. 1----------- T I 36 O O 5-SH 6" DPI R&S ----------- Fo VERIFY LOCATION _ W,H, "' ELECTRICAL PANEL I I I I I ��,P K °� LINEN* - _ ' OWNER'S SUITE m W.1.C. I O BUILDER TO PROVIDE 2`6" APPLIANCE PROTECTION I I I I I I 1 I I 1 S4 GARAGE OPENING s B `° 8'-0"CLG. - �_0 _ 8'-0" CLG. Mrs 1 WHEN REQUIRED PER FBC I 1 I I CARPET TILE - CARPET U, 2 CAR GARAGE 6 I3'-0" =v) O�� I N 1T-$" '' T T-8" its I 8'-0" CLG. 20' O8" I I 7ff_8 I M C9 ! 2668 I I oc 2 W I I QO II II 1 HANSON 1 p l @ 36" I EDGE OF SLAB 2" oBOX oCD r A.F.F. BEYOND WALL I W I O I 1 60"x36" DRYER VENT 1 K? 83 I I I nl SHOWER THRU ROO I W I I 00 G to 00 S3 241 (3) 2x4 #2 SPF w/ FIBERGL SS - :2 ES� A I I I DTT2Z @ BASE RROU D I I I T: TYP @ 1 STORY I PT W OPT. D 5'-118" I 4'-0" I A I I S3 j I/X P I NOTE: FINISHED I I I _ ULO ¢ ¢d WALLS TO BE I I AHU L ( FLUSH. VERIFY IN I I - CD I FIELD. I I col r i F, - `l• _ ILE -_-- __1----- I - - - - - I K 0 C D c `' S3 (3) 2x4 #2 SPF w/ 3 G.T. s- 0 8 8 DTT2Z @ BASE _ "' ' I FAMILY RM R.A.G. _ i� �' q --_� - - r O M 2:12 VAULTED CLG.` ^ j 9'-4" CLG. b _ CARPET � I I 3068 ' ' ;- 9'-4j' CL . T I - A 0 E RY ENTRY _zo 1 23'-8" 3'-10" T-8" 10'-10& 3, I I 8'-0" CLG. m 6 7„ 1 I HDR AT T-4" 1 ^ R&S ^ 2668 io --------------- 0 --- - R&S---- 2668 r 7 4'-0" 1 V-78'' 1 6'-10" F4 4'-7" 8'-8" N 5'-4" °' 14'-6" 5'-4" C`' `� I T-6" 11 5068 B.F. 4068 B.F. in � a 1 T j I I I OPT. 1 'v o I a PATIO CAFE 1 REF, BEDROOM to ° Z 2 `" N ,_ W °�' �� - J U) I ----- - ! - , o - � F - - -� r 8'-0"CLG. BEDROOM 3 PBED8R 4 �r A O MG. C.0 VAULT. CLG. ,// ui r 1 1 0 o 00 :3 j CARPET I 8-0 CLG. PATH GLOM W o -- 0o CARPET 'n O coo �� 1 Q N > (D U 3L- 21W.J ,9 1 ^� I b T - ,� CARPET I 7 I ILE I r CA PET r + SI Kw/ ISP o i 21'-2"0. 1 _� 2'- " 10'4' f 2" 10'-4z � 2'-4' I 5 -3 I 11'-0" 2'-2" ULI". I I� m �I w00IO - TYP @ 1I NANTY '- =w I STORY `r'� fil FIBERGLASS-- 3s PAD /,� I ----- O" --- r5-SH SURROUNMAC DEEP 11141 I 111 H B EGRESS EGRESS O A S3 O 29'-8" 15'-10" 19'-6" 65'-0" 10. HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required " VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED *' SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X254 S.H. 13 20 X 38 J . 18 4 X 371 S.H. 14 20 X 50 1 18 4 X 50 S.H. 15 20 X 63 18 # X 62 � S.H. 16 20X72 184X714 S.H. 1 H2 27 1/4 X 26 26 X 25 J S.H. 1 H3 27 114 X 38 J 26 x 371 S.H. 1 H4 27 4 X 50 J 26 x 50 S.H. 11-15 27JX63 26X621/2 S.H. 11-16 27JX72 26X711/2 S.H. 22 37 J X 26 36 J X 25 1/2 S.H. 23 37 J X 38 J 36 4 X 37 3/4 S.H. 24 37 J X 50 J 36 4 X 50 S.H. 25 37 4 X 63 36 4 X 62 1/2 S.H. 26 37 J X 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73J WIDE S.H. 32 54 X 26 52 J X 25 4 S.H. 33 54 X 38 J 52 4 X 37 1 S.H. 34 54 X 50 52 X 50 S.H. 35 54 X 63 52 � X 62 } S.H. 36 54 X 72 52 4 X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. TIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE General Notes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section fR312.2.2. 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. OPENING PRESSURES ENCLOSED - EXPOSURE "C" AA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 DE +26.6 / -29.1 OF +26.6 / -33.5 GO SEE SN SHEET HO SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +29.7 / -39.7 WALL LEGEND 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 11B1" 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 ENTRY 24 TOTAL AREA 2376 PATIO 23 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 FLOOR PLAN ELEV-B1 EXT FRAME 2 x 6 CONDITIONED CEILING R- KRAFT FACED R-3-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) I GARAGE SEPARATION I R-11/R-13 KRAFT FACED SCALE: %4'=1'-0" (GARAGE / LIVING) Z7 N > Imo- �c"UM QED .. - (B LL p_ •- -O O o _� N '. G) 0 N Q3 :3 U,` >+ w ; �-, w .0 M O O, C a - "0 O Lu N 0 N M CV E o - 4 F/ l r- 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 bode - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H v 00 a o M8 0 ��a00 N it LL W N rnrr-� w a a a cico- Y " co- " aLu� o z 0 13 rT0 OF W in�CP aIz Z N C, W O O LLW OU �cn� z 0 �❑❑ v M !�2 N O 2, o N o Q n M U) 0 a) 0 N w o O tit6 t- J ELL, m ., � w 0 o Of U) `c 3 0 m f` o10 w C1> cM < o z g E -.0 =cd-o zo <R Z® Q E' 8 w oa co f•- M X U. ¢¢ Uw 7 °U O� O N � Q 2 wo Q W 2 L (a Cy � U m � O OLL z _ C ill .0 F Q W z �, aLcni $� go Q > son a C) o aF �o c zl< a ° 3 O N Irr LO aLO 0 � � N M CID J N r N Y 0 O rC V^ ! ' m m IT - ¢I O N c) O co O Ln E E N O Z Z 6i E f c 'a U a _J p � JOB NO: 22.02392 SCALE : AS NOTED SHEET NO. 1 E VARIES, 2" LESS THAN CABINETS BELOW I it MIRROR VARIES / w MEDICINE CABINET 00 d OQ Oj O > CV M M M M KITCHEN ISLAND 24" TOWEL BAR ON WALL ABOVE TOILET I TOILET PAPER HOLDER CV FIN. FLR. KITCHEN O 00 0 Fe) NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. CURTAIN ROD TOWEL BAR ON BATHROOM WALL co 0 d o 1 M SHWR. HEAD TOWEL BAR IN TUB OR SHWR. SHWR. o VALVES SOAP DISH q BATHROOMS, SHOWERS AND TUBS 0 DOUBLE RODS SINGLE ROD CLOSETS / LAUNDRY ' FI- M O N 0 0 OPT. REF. O KITCHEN O 80 O MIRROR O M OWNER'S BATH INTERIOR ELEVATIONS 42" H UPPER CABINETS 36" H UPPER CABINETS — 16" FOR LINEN 30" H UPPER 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET — 36" H BASE 0 FINISHED CABINETS - o COUNTER TOP 30 H BASE 0 00 LO a 0 2x T U 00 FRAMING r CO C0 1 /2" GYP _c? BOARD — T FIN. FLR. 2x P.T. SHELVING CABINETS - 0 0 T 1 N ISLAND COUNTER SCALE: 1 /2"=1'-0" 0 T I N N FIN. FLR. CABINET BLOCKING SCALE: 1/2"=1'-0" 1 o 0 ., �m>< M U- 0_ _ Z �(� --O'N (n_ o-+ L I^ 00�= (\FkT N i t, E r; J O N CV O N co Jo y� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W 0 c E QF O r0+) (O f` O N N oo J O N W m J LL 7 LO a0 u�i ik LL W M Q r- cnt� W a aj m v a. Y L LL a L J Z 13 0IL O O W W C) ° rn¢Om zooMa r z p'n ON ZNa UV -j u On 131313 Z N O o Z m N 1 � r rI Q � r` M v �V) o w � )1 OLLJ o N in min v 8 �r Q N o O w M M z ¢ o z � J Q E o E z oo <e ze U (6 ¢� 0 F N O 2 RU a� o ¢ so pU oQ az iOV F o <om, x (d - Y �m o o ' z� z N J 6 ¢z z z cnco o2 ¢o a i3 �r o w� >° _�<0, O to > CO L / LO � co ,— � m m Q �--+ N i o N M LO �— N T 3 (V O z ca z E T y c a 0 -j a n -j JOB NO: 22-02392 SCALE : AS NOTED SHEET NO. 2 v+ b S OD rn L0 v C tnn 0 N N 0 J rn N O I N x m Iv 0 N 0 O O J cV M O I N LO `v Cn 0 rn c Y H Q N a E E 0 x 0 v c J 177 0 E v i y U N a U a z Ca I Y v 0 J 0 N ai 0 O a tV N O N ci 0 Q m HEEL F30 T.O.M. - - HDR HGT. TEXTURED o CEMENTICIOUS ao 00 FINISH ON C.M.U: (TYP.) CD 12 5� 8"x8" SMOOTH TEXTURES CORBELS 1" x 9" SMOOTH TEXTURED FREEZE BAND F.FL. 35 SH 12 5� _ 1 5 12 5�5 — Y — — — — — — 14'-0" RIDGE VENT 3068 SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS — — -- — - -- [ E-711 MINI W-M �—+3" SMOOTH 16070 OVERHEAD DOOR TEXTURED BAND FRONT ELEVATION - B1. 12 ;:E�5 T-0" RIDGE VENT 12 �5 LEFT ELEVATION - 131 SCALE: 1 /4"=1'-0" SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS T.O.M. HDR HGT. TEXTURED o CEMENTICIOUS 0? 00 FINISH ON C.M.U. (TYP.) - - _ F.FL. REV. 09.24.21 W i o FF 0 1 r_ c= Me Qm (6 C) tU N .;Q-r-Q U (I)) > {�- rr O O 4 to O > '®`'.. LLB. N CV O N N 's cli O p v t 6a�p To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. aW O,E 10 ti o m� �o�pat N CV N # J � LL CO Q r ao jn ao NO# LL W N �=rO.�a LL w a No a = CO LL LL a J W 0 7- W C O 0O _ OlY Cl) W ff� 7 '� N (O J J W a Z M Z E N O '-') LLW Z p V U dFI❑ � N O O Z io z o � O Q J N r� � Z o o 4-1 Cn LL �C3 11, g 0 �o i� Tom+ U — � O w AM U ml ` 1 r J pEp � U ® w U 25 y 0 L U) ® Q N O44 W M M o z a � .J U- Q E z E o(10 I— C6 o� o �< az O� 04 o Q az r w L ro (f) _ O 22>z oy U m 0 o 0E Z Nm QW zz 3 son 10. a g o a _Ld o wF >° O z¢ aF °3 0 C O 7 0 rn Q H N � co NO N O Y m Q1 O N o O C') � LO N r m E cCN o z @ z y E E a 0 -j Q a -j JOB NO: 22-02392 SCALE : AS NOTED SHEET NO. 3.1 3 S Q] Ln LO L O 7 v N Q N CV 0 J N M O N m rn LO L 0 Cr v) 0 Q N CV O 0 J cV O M O I N LO LC) i C C C/Cr 7 O yC L Q cV CV N a E FT W E 0 L v c a� t� 0 v C U N 0 U :n i z y I 0 U J N N M N c 0 0 a C) 0 M N N ui 0 0 m N 12 4' OFFRIDGE VENT —�4' OFFRIDGE VENT 12 SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS I i 6'-0" Tt7M I'-O" �—---------------------- EXTENDED -- — — — — — — — — — — -------— — — — — — — — — li REAR ELEVATION - B 1 SCALE: 1/4"=1'-0" 14'-0" RIDGE VENT 1" x 9" SMOOTH — - 12 TEXTURED FREEZE BAND — - T-0" RIDGE VENT 5� 8"x8" SMOOTH 12 - — — — — -- — — TEXTURES CORBELS 5� 12 �5 I SHINGLE OR TILE ROOF PER _ COMMUNITY SPECS -INSTALLED PER -- — -- — — — — — — -- — — — = — — MANUFACTURERS SPECIFICATIONS — — - — — — -- - r- --r i---r-�--- i r `=r ".�� ---r-� �i"�,—_.fir= �T r°—T—•'-'� -- T.O.M. I I ' HDR HGT. -- —-------------- — ----------------------------------------- --- ---- -- --- — --------------------- L_OLf ,err T-011 TEXTURED CEMENTICIOUS FINISH ON C.M.U. � TEXTURED 01 3'-0" o CEMENTICIOUS bo bo (NP•) FINISH ON C.M.U. (TYP.) F. FL. +3" SMOOTH TEXTURED BAND RIGHT ELEVATION - B1 Lr=1'-011 REV. 09.24,21 in co 0- CO CUU- z cN-c- � - ea c� � _ -,t =� y 3r 0 ill �0}' > ->ILL `) O'.O N N �v se?,fk r., r 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 � h W E OD } O M N ^ # Q p . N N � � J LL ci O C J a.,� Ln c0 "O# 11l W 0 W I» to r` n 'O J W d Q N M d' LL a Y � J W U a W O Z t m W @�<o LL m W ��°'°' ¢ a a a Z N M Z W co O Z OULL b❑❑ W � N o z z r N z v L Cn t1J w m U � 0 Liz SQ)- t C Cq 8 � d 111 'a h _ E ca ¢I�.. ! V O N 0 0 N O O CD w Cl)Z o L- Q E o Wo O E v Z® I a O E N Rno U a¢ p ¢o 00 � 0< aZ i as ¢z a? (� m2 O J zz cn 7 a' w oa Z 50 4 » U azi mp air = o wz >O coz �t l� ¢ a3 � � c O 0 Iy > C.0 , L ,LO ui rn CU N 1-1 j 04 N YVJ W m T � O N F � ¢� C) coL '^ ! •— N T E N o Z Z E r co a U 0 Q p JOB NO: 22-02392 SCALE : AS NOTED SHEET NO. 3.2 IiWLl�1�� 3 x m �t- rn Cr c V 0 J CN N O I x Ci] Cn L0 ED Cn 0 .c O J N M C7 1.0 I L0 0 CN 0 �v+ 3 Q N N v a CD E O x O c C Lz: O V 0 U y 'o i z N I Y i O -U J LZ 0 N N 0N 0 0 0- cV GV z to cV U ; 0 5 0 VARIES 1'-10" 12" CAP CAP 2" *NOTE: N 1" RADIUS N FOAM TO BE USED ONLY WHEN 2" REQUIRED BY ^ _ 3 1/2" RADIUS 1/2" RADIUS �M 1„ COMMUNITY ^^ - 3/4" RADIUS 4 1'-54" 00 SPECS. IF NOT, C° DETAIL TO BE 1" 2" OPENING VARIES 2" 12 1" 1" BUILT W/ STUCCO. 1!2" RADIUS 1" 1" N 1" 4" VARIES EDGE OF OPENING - VARIES iv o 22 VARIES '- 2 VARIES iv = 1 rr 1 '_0, i .r *-IN 1 1/2" RADIUS TIL 4 42" 2" 4 2 1/2" RADIUS " 4 4 Mlv U) 3 N Ile"'� SIN CSi VARIES 1z" 32 11" 32 N Fla �N 3" 2' BASE • BASE " 3n 1 -8" 4 4 4 4" ,y N 12, *NOTE: VARIES 8" 2" FOAM TO BE USED io 3„ ONLY WHEN a REQUIRED BY 1'-6" � COMMUNITY 1" SPECS. IF NOT, 1" OPENING VARIES Z" �, �N 1" 1'-4" DETAIL TO BE 4— ^� BUILT W/ STUCCO. _ zo EDGE OF 24 • OPENING �— 1-1/2" THICK 1-1/2" THICK CV 10" � _ r24" 7CON C74" Cn 2 N 2" 4" 3„ 2,r w w rl 1-1/2" THICK 31" 21" M 2'-4" r 52' 1'-5" 52' I I 5400 ,r 3„ N 4ll 1„ 12 VARIES VARIES 2' Nw 2z" \LL ^M • VARIES VARIES l. 4�r 8�� 1 rr ¢.�� z' 3 3 6" 4" KEYSTONE F11 0 KEYSTONE F11 00 n CN. N ¢�:� " OPTIONAL OPTIONAL 00 CD j FD " 11 Rs" 2 44 w R44rr v 3., y"43,. ' 4" GARAGE DR. OPENING 4" 3 4 ' 4" WINDOW OPENING r"' 2 NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL VARIES LOOK & SMOOTH FINISH 1 • � • i • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & 3 f 2r_1r 1'4" SMOOTH FINISH 14. 4" 14 12" 2" • FOAM/ EPS MATERIAL IS ACCEPTED 5-4 1'-12" 54" T-8" 7„ CV 4" T-0" 4" 'r 1" 10r, V-4" 101, iv cD ao V N iD 1rr 1„ O N N 000 • 1" 2 d CV� - "'''kkkkk----- GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH q) O co C) N N co I>< �- LL- 0-, N = CL fa eQ�i L ;w L G O CV CD O CV M 2! s� CV O UN` Q J 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. C) W d E C a MAN-.! V N J LL '00 0 'e rn -' 04t LL d ai U)r-- r` -- J W Q �u LL awl CIL�- vcO Ii = m¢ W 0��rn 1 a Z R IL N Cl) z D O a OU Z W ❑1313 N C) o � � n � N M � I Cnn/i,, Z a �W o 4-1 �vs w G 0 ur., o U � m w J E — w 8 �.. =L ff A�A V O c w Q N o o Aft'd 00 w Cl) z z o S z a � n E Z o N z© z, O N U S no oa H W XU �a Do �U o< N L z w0 z w w try ¢ o ro (d Y U � zO z _ � N maw F rn N a °' p. z Z z go sona Im U LL N �w aLL �3 o wF �o � CO <1' z d 0 N ci rn j � C.?O Y MY W co < O N o I o N M 0) Q r CN T 0 M � Z CN O z T m a E m o 0 Z Q p JOB NO: 22-02392 SCALE : AS NOTED SHEET NO. Fill 3 v m to v- N N c"I 0 N M O 1 m to to v V) 0 0 0 J N cn K) O to to v 0 i C -L a N N iZ E a O S v J N LZ 0 U E 0 C) a CL 'o i d z I Y 0 v 0 J 17 N M N Cn 0 0 chi N N 0 0 m v rn 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. 150A/200A INDOOR PANEL CENTER MAIN 0 200 amp 150 amp UNDERGROUND �'Is POWER CO. FEED - INTERSYSTEM BONDING TERMINATION PER NEC 17. 250.94 53 NEMA1 150 AMP! 200 AMP copper to lights & outlets copper to 20 amp clds 2 copper to WH 3 copper to Dryer or 4/0 SER Alu 4 Bare Cu Ground V CLAMP PER 250.50 AND 250.52 OF NEC 17. Typical 150-200 Amp Electrical Riser Diagram REV. 04.06.21 GENERAL ELECTRICAL NOTES. NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70-17, 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 CO. 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 IW.P. WEATHERPROOF DUPLEX OUTLET 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 Q EXHAUSTFAN rot r EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) f-[e]P PUSH BUTTON SWITCH (OPTIONAL) �D 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 itl ELECTRIC METER 111111111'n ELECTRIC PANEL DISCONNECT SWITCH C. ROUGH -IN FOR OPT. CEILING FAN J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR L T J OPT. CEILING FAN (9�) (1) PHONE LINE, (1) DATA PORT III AV _ DTI, PLUMBING RISER NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE: NTS BE VERIFIED WITH PLUMBER FOR MICROWAVE RANGE HOOD PER SPECS RECEPT. FOR ALARM SYSTEM jE.'$11i VERIF METER LOCATION WITH BUILD R WP H.B. Izz A GFI I ELECTRICAL PLAN - ELEV-B1 SCALE: )/4"=1'-0" o N >_ =m ® m t.P�_ (U ''0 Q C) �t is CV CV 0 CV M N t , [ ro 1G To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. H 00 W v E00 O M N r- Yk N Uc1 lJi 0 n m r°'n ut w n 0-1 LL L L d V o Z v O 11 13 - Y ° o 0 FUJ �i -J .e N Z0 m OJ � W �2rnrn -j a Z N MZWDO ILW Z O o U -j DOD � ran Z N th o 0 z o � Q $ J N /V) Z� L o W �% 4-1 LLJ c LJ l .0 O^ ,•,., g wa c� W J _ 8 L o � M � Q N m i141� o � w h¢ z < u a E 0 zo o = 2 >F, <R Co as wa 'o 0,rc o C"!o <� <o Q ww o W >_ =' rp m� o a l am �z N o Z gZ !? ca w LL o a F N o w wa 0� �o o Will! C.0 r z< ax ° O > ('0 L / ,^) LO co Fes- NCU � __j Cr C?N O Y Y V) m CV N cM CY) Q T N r N M w N O Z c N E �_ c m a U JOB NO: 22-02392 SCALE : AS (VOTED SHEET NO. 4 ROOF PLAN - ELEV-Bl_ t M c cc - _ (z U- Q= -0 O t19 03 U 0 N N O N M N N A 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 $ F' Qo E Co '� CD N O N J 00 O LU iii tq r W a' j V LL Q N CL y (se n LL LL a.w JLU O Z 0� .cm� ='�q_� 0 J Z N MzRL0O LL a Z O U U—j N W ISO❑ LD ;! N M 0 0 00 QQN � Q Q � ire - N M N z cz� w � II O-� w g cn +J � w all �E L L Qj =O y • N - O w M CI)p z Z Z ¢ J N E g ?® Ci � E u wz CL CD CC G ¢¢ Wz O� ¢ wz NO3 N Q L M+ (d (n c o Y m O 0, Z N z ao son Ci n w Now j H =� � O O O V w < zlaTT� a O C � 1 > � n t L / N �\ a � N � N N Y O �^O V / W m •� ¢� N 0 O N c' �— N T E = N O z cc z E y E c d U JOB NO: 22-02392 SCALE : AS NOTED SHEET NO. 5 .. - A., , _,n t111... it ,._. °111�.1 Illt 11 I p, .. 11 III: 1 3 -v LO m rn 0 0 V) 0 N 0 Z. N O) N O I m rn r[7 rn a N 9 M M O I L0 0 Cn 0 .a 3 F"- N N a NC C v J N LZ 0 v b c 0 v1 N N .O U d y I Y i 0 O O N N M N ci 0 0 0 a Cl 0 N N 0 Q 0 C v 5'- 6'-4$' 6-0" TYP @ 1 STORY U.N.O. A S3 55'-10" C:03111 65'-0" W4 W 1 VERIF METER LOCATION WITH BUILDER 7-1 t H.B. I '-7' 3" �--\ ___ _ ;ems:_ :;':.• —�^ ....,............................. — _ _____ — — �— �;.I —(---- o o ' — CO � VERIFY LOCATION 2 #5 REBAR 4'-0" 12'-1" / N ,WH•i ELECTRICAL PANEL VERTICALS w/ in l BUILDER TO PROVIDE FILLED CELL I 0'-0" : (: ' Z-6" APPLIANCE PROTECTION ■; I :: : I : ; WHEN REQUIRED PER i ; FBC 35 4" 20'-6" M2 r N I Imp I I K o J T T I: S3 fV S3 Z-74" 4'-9" 4'-10" i I EDGE OF SLAB 2" I ;- ■ I CJ :: GJ I : BEYOND WALL I CJ o� I 5'-3" 1'-10" 3'-6" II CV r (2) #5 REBAR IL_ ,- I f cTa — VERTICALS w/ in -1 I OPT. WI 11 OPT. D r -3 1 /2" I r> FILLED CELL : 2'-6'x2'-6 X1'-0" FTG G W/ (3) #5 E.W. S3 r _ �. _._ �. �� I L_� J I L — — — — I 1•. L — — — — 3'-5" SLOPE I �� 7 1, (2) #5 REBAR i • : T y I �� 2'-6" x 2'-6" x 1'-0" TYP @ 1 STORY I IMt I :: AHU ( I VERTICALS w/ in I W/ 3 #5'S E.W. U.N.O. A CC S3 FILLED CELL CJ — — J T �CJ �l// :: ( - .......:. ' '_ '_ ' '._ '_ '_ - 25 -1012al.:... ..... g'-51 $„ _ _ . 2'-6"x2'-6"X1'-0" FTG 6-3" 3-1/2" MIN 3000 PSI CONC./ / W/ (3) #5 E.W. _ Cl)I 4,t I L - r INDICATES FILLED CELL w/ 3000 PSI I SLAB FOR HERNANDO/ �/ PROVIDE Y2' x 9 Y2' "' E �� SLOPE ( S3 (2) #5 REBAR CONC. GROUT FROM FT.. TO BEAM COUNTY ONLY / / RECESS FOR FRT. POOR _ VERTICALS w/ in W/ (1) #5 REBAR VERT ABOVE SLAB 3-1/2" MIN 2500 PSi GONC TOP OF CONC./ PAVER 0 BE 4'-0" I -4 4'" 4'-6" FILLED CELL I TYP @ ALL PLACES SHOWN / SLAB OVER 6 M�LVISQUEEN 0'-0 t� 4" BELOW FIN. FLR. ■ ` : ■ ■ HOOKED FTG. DOWELS 5" EMBED I VAPOR BARI R . •................................. ............ . ... ' ' ..... W/ 25" EXT. ABOVE SLAB "GRADE 40 / i / ......... I ' .............� .......... . STEEL"----- 0 4'-0" / i / 16-10" ..12'-10" o ; :. 10'-104 STEPS AS REQUIRED PER FIELD ( / / / / KITCHEN ISLAND If I. • _ / / LOW WALLS III OPT. I:: , . I CONDITIONS ■' / --------� CJIII REF. I. �J- CIL - — — — /e-,t---I-- PROVIDE I'/z"RECESS %/ — — — _----_----1===—=--== — _ = _ _ = __ TO ISLRNE — — — — — — ——CJ—aljl — / \I! tl� `' — — — TYP @1 r / I F FOR SGD. REFER TO 117 l I CHASE _)r :. / t I STORY U.N.O. L I I Ilr 1 N 60 MASON'S SLOPE FOR I I D.W. I III �' II �' III I I • •� • • • lit eo A �' in 0 � Ito—MNWIDTH I LL�__�tLl—Jl_=J�-- I III S3 `n `n / / S3 / SINK I DISP I 1 �"' -3 1 /2" L— / z I / i/ 16'-0" 2 -t 6'-10" I I} t IY 0 0 I ■ HVAC CHASE t ■ //� BASED ON /i/ LOCATION -------_--� t ih vd AC PAD --------- i---- �� ` --- —+-- --------- ---------I-- _ (" —tl -- I�•-- I ------J r J� 1 H.B+ 54" V-9$" 3'-2 3, TYP @ 1 STORY U.N.O. A S3 -10" 2'-106 „ L 5'-1164,E FOUNDATION PLAN MONO - ELEV-B1 SCALE: %4=V-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I.. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN w Q CONTROL JOINT DETAIL SCALE: 3/4" = l'-O" ',� 'r •:; •v' #5 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. ' = •. HORIZ. REBAR, TYP. U.N.O. *"Alternate: ' •; The reinf. bars shall be ��;,; �'�� ,; �';�; • ��;•; !'�� •; �'��; cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = 1'-O" � O co m 0- � � N �, ca 4 = 0 ¢ a ... O O C. C'6 s® N O N M_ y >.. is t s �" • s � £f To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. MM r� r W E m n Q O M 8coik V 4 Cf J LL (0 0� ic) N W rO h b J W d Q Q j M �t LL a Y ALL"- Lu 3:o Z me `$O r @ G O F- W N co L O J W��°' ¢ a a Z N M Z R LD LL n Z OU ULL �vvi V mf`') N CJ o :2: z o d �* J E3 — N M FL � - - LIJ N O g Tra N & "- U 1 J s win g z t g ) y 0 c m T ®0 co ¢ N oCo O w M m o Z z Li E z o c -o > zo <R �= O ze oa t— _ Xo O oo O O N h aF O ao ¢ Oa a Z ¢W L ::,- n3 C: O ZZ O Y m � c ZLL Q) z a z vi J a OE Zz �O In_j o�LL �o a �nw _ az o m� >_ O V zla aF 3 O y % (0 I..V n ' L / ✓T L' F- N O Cr O Y M SL m T QI -J N � c) � U Q T N T N E Z O Z Z E T rn E c`o c n U _j Q JOB NO: 22-02392 SCALE : AS NOTED SHEET NO. 6 i RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft AND SPEED (ULTIMATE) 140.0 MPH AND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION 1 [4:12]-[12:12] a=4ft AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 -49.57 -49.57 10 GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: 7/s' EXP. 1 (24/16) or tV32" EXP. 1 03/16) TILE: 1532' EXP. 1 C&) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1532', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2'/2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS—REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP 5PF 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 1 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" SIDS 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 1600 wl (16) 1/4" x 3" SIDSWOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR M4940 M VGT - F 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SIDS 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" SIDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ USP CIA-7000C EPDXY _ V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ ( D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10-10d SPT22 735 8-10d SP2 1010 605 12-10d SPT24 1090 12-10d HCP2 590 555 12-10d x 1 1/2" 1 HHCP2 680 570 1 (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 (A) OR 2 PLY ;ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD 0 EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (* ). (B) INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0,128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 O CC (A) 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 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. LEDGER R 2 PLY CARRIER—� x a SEE SHEET D1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV—Bl_ � `• O M CD ?� Z ®:"� 0 d U0 ° f; CV 0 N M N J?J., �y To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. H W E Qo rvi Q Co m sk N 0 m — ep # IJi O 7 u7 ,p U) ak u; W a- fA rA r r,� a M N v w a.cU Y LU In _ 0 O svo 5°�Nco O~ � O ¢ W co C5 Z ILW ¢ Q a LO N M Z OU of D 0 U_jU) Z z N ch e O o Z m Q J — PZ � n Ln z v _o _0 -1 c;; u- w U O w o N � w (? L.SJ J t— — E Rig t 8 I , i� (} o U) d o ®Q r� C:) w M o z � J tt Q O m a zo - >o z zo Eco O E ou 0¢ p UO o� Z C:) It wo ao a _ z 9Y mC) C)U) 1E - N Wn mm a ° ¢w �z o< go Q- � a N W w ao oz r- �3 O ¢F L� 10 CD w zl¢ of U �i .y O L / LO�\ U ~ N M Aa)� :3 N N 0 0 W DO ` a 04 V l Q c) N M V+ t 04 r E 2:1 E o z m n r E 1 u; U J Q [� J JOB NO: 22-02392 SCALE : AS NOTED SHEET NO. 7 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 1T-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, 7132" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �1 .0 Safe vertical load Safe horizontal load - I GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 3 f LVII ILETIN{ Will I.. KIM, 8 I 1 0 * 0 0 8F441B/1T8F40 1B/1T 8RF400B/1T 81`321B/1T FORM do GROUT SOLID CV Q O � W O j}5 BAR CONT. 8F12-1B/1T O "V" LINTEL DETAIL SCALE = N.T.S. I TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY - w 8F 16- B/1 T H J ` o r tNOMINAL. QUANTITYOF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS cif p ca�intels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #S BAR .(1)RETTOP ALTERNATE POWERS MIN. (1) REQ'D ° d CLEAR STEEL LINTEL O d d d .M.U. #5 REBAR AT TOP d' d MIN. O 1 REaD ° C, 1-1/2" CLEAR a ` c e _ d d d GROUT D < �o < G o Q C.M.U. d 5 REBAR AT m = to w - O BOTTOM OF a cn - L'u LINTEL CAVITY wo U o co Lu O OTTOM Ir U Z REINFORCING e PROVIDED IN LINTEL Q Q C7 oo z LL d w u^> ¢ _' O 3 �. #5 REBAR AT B( AS 7-5/8"ACTUAL 'NOMINAL WIDTH (VARIES) U)) u5 it a L6 INDICATED LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O O 4'-6" ILL 4'-6" LL 5'-10" ILL LINTEL PLAN - ELEVB1 SCALE: %4"=V-0" �Oen co o co W r 1 N W O G P N O CV M CV 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 E o^o c0 n qt `� N 00 J m a# uJ -a a to r)nr LL w yrNiov a W toV7 �" LL airy O T. L I 7 (6 « w z O 'm 9 W a Z N M Z E N O LL co Z00 U __1 vVi W ❑ ❑ ❑ (D M z cl ccl c, � r` v E3d � o � ry .� U O w g Ci c ;t tJ 7 a- - E I j V 1 V' o Q emo O w M M ¢ zo z ¢ LPL i? O z o 5o Fz ztc <o oa CO t- C 2 X U �Q U c U odZ O E CV Z ap ¢o ¢o , �w w� _0 i O z - J Nm Q o r ¢w z z rn � oa z go Q LL a NW U of �3 < o o O cD12� rl L % aY. o '_ U3 NO > CD L / LO O) M Q 0 � � N J 04 N 'IleCr 0 O Y ca m Q� O N 0 o N O LO Q ,- r � Ea .T. N O Z Z E r in N cu a20 U Q p � JOB NO: 22-02392 SCALE : AS NOTED SHEET NO. 8 3 v m v 0 Q N CM 0 J c" N 0 I m v C Cr I Q cV N eq J N LO I LO Cr C Cn 9 c Q N n- x v c c J y a� tz 0 v UI 'o U i z y I Y i c 0 U 9 N N M 11 -4 a N N M N v a m 0 STRUCTURAL NOTES NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR"PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS R MA D COPPER ARSENATE A- WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL AS OF DECEMBER 31ST, 2003, CH 0 TE S (CC C) 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 11 AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308,2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT T 0 A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2), 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR, 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS; WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAID) 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: 10PSF 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. 12.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2,3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. . 3.4. 2 2.3.1., 2.3:2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE/SEI 7-16 2.5. DEFLECTIONS 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND 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-1-P CONCRETE EXPOSED TO EXTERIOR: C-I-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-1851 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. 2" Y CONCRETE TYPE MIN. 28 DAY DESIGN ft) 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-1-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA, 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.C. 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 A36/36M 05 Fy= 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 461(si HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131 ", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4. 5. 7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4. 5. 8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI 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 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7. 7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN& POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4. 8 .3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9' mBst be elmoved IC: etxte°rior soUirtreatrneontar along the foundation perimeter 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11, FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 -All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 -After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes; forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 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 4'4' 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%" DRYWALL SCREWS AT 12" O.C. FOR WALLS, ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW NAIL DISTANCE FROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. W� 1 CO CD X ; .� U . +r' -0 ® C CA; 0 O' 3 > w 9 N 0 c1r M tV 0 Z..,i � :•} yr; 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 CD O E O N N J LL N 6 J G 'g - °o . c LL LL N� � ro ri -o J W a- Q�04 0 LL-r1 Y J LL W a W Z L Co =•teNO .r a L co M Z W N 0 ILW ODU�y Z b❑❑ V M � N C7 o � ti Q ti E3 ^In, � v W o 4--J en - L4� N c'FE U LU o tJ) � co LLL m L wigE I G N 0 o N m C p w M M ¢ Z Z a �- E Z. O zo Z N Q E 8 0 tiCL o � Naz a� OQ ww It 'z wo OY U mo ~O FFF z v m ''< w 1z N oa ao Q �S Ww ACO o <a �o CD( aa 01 z 3 c O 0 (O ' n L / U') rn ME Q M � � N (o : 0 r N . O Y .5.. r^ VJ m m T al � p N a) C:) O cCo (-) ai Q t- N r M N Z y T N c c a U Q p JOB NO: 22-02392 SCALE : AS NOTED SHEET NO. S N 3 -o m rn LO 0 Cr J rn LO Cn 0 I m 0 .a 0 9 C'4 M 0 i c <n CT C 3 a N C E N E 0 0 r In UI N U a� 0 i 2 M i z y I Y i 0 v 0 LC N M iv 0 0 a M M v 0 z 0 w m 0 cn THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (3/4"-1" CROWN) 11 �{ �`I Si I ::::::.::.:::::::::: I� WALL SHEATHING STAPLES @ 6" O.C. VERT BETWEEN 1'..':'::'...'..':::':':': 16GAx1-1/2" LONG (3/4"-1" STUDS (NOTED THUS:-) -OFFSET CROWN) STAPLES @ 6" MAX 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 HOME H C G GARAGE SIDE 000 5'-0" ¢ — C7 STUB -OUT FOR 1'-0" o GAS METER 0 o � U O o i:V = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'4' (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 154" (1) SIMPSON HTS20 OR (3)16d TOENAILS [—*TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" orp 5000s 1.8/1.7 nel wood panels Two 3/4" wood panels or 2 x P T 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x — + 518" 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 DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking / 1/8" gap —i FILL CELL STD. 90° HOOK BOND BEAM rn w STD.90° CONT. #5 CONT. #5 HOOK BAR BAR ��- #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRIG. WALL N.T.S. 1/8" min. }Small gap 2" min. 2" max. � 4 max. /71 Q Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. Zx4/Plywood/OSB web stiffener 2" min. 4 Place joists together nd n it from each side with 2 row of 10d nails a e to s sa a s s 4" ma required when indicated or x 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER DOUBLE JOIST CONNECTION top flange ofuthcutst. - Birdsmouth cuts. N.T.S. - Under 2nd floor cnir rmn wi Inaric 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 64 or=20 sinker lateral load. nail each side at bearing. Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls higher than 15001b BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls: - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate BC15000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d I 3-8d 14" 2-8d 5-8d BC16000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d . 6-8d BCI60s® 11-7/8' 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPSC w/(22)' NAILS 1 5/8"0 THRU BOLT SIMPSC w/(22)- NAILS 1 R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION Joist P", When joists meet over wall, provide �1 3/4" minimum bearing for each. I -Joist can be offset Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls Squash block) --10d nails SECTION @INT. BRIG. WALL require additional consideration.— 2x4 minimum Bearing wall, Versa Lam LVL or N.T.S. Glulam Beam MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (see table below) (KNOCKOUT EXEMPTS) D (see table below) \\i DO NOT cut, notchle or drill flanges ml 6 T A 1 2" ROUND HOLE MAY 6�r 6�� DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT LISTED BELOW IS REQUIRED FOR ALL HOLED GREATER THAN 1Yz �`E✓�SG'� .��.saJ.� �sn,-v,�}' v..Yy'j°�. ��,vF. � }�*�' �` �� r"�� Z vvt3 _. '.� 9 ��[y7`3 FM at V��a� a''�c"-�pe'�.R �Cr �'�':. 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. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1y" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S Joist hanger A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) -1 I I -I I 1-III-1 I Nail with 10-10d nails. &liht. SLEEVE THRU STEM 4 SEE PLAN FOR °• a . • FOUNDATION INFO d' STEM FOUNDATION GRADE \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger /W0 flange is laterally supported by joist hanger. doesn't meet height requirements `0.6 X Joist depth D ! I -JOISTS BUCKETS N.T.S. REINF. SEE PLAN �A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. -�® — LOCATION OF SECOND H10A SIMPSON H10A (WHEN w/ (18)10d x 1 112" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4' 0" v CENTERED @ PIPE PENETRATION r 4 a a -III—III—I 4 �' Iil ;illllll .• � 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE a 4 SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4' 0" -\ CENTERED @ PIPE PENETRATION A d Q PVC OR SCH40 SLEEVE Ir r-PLUMBING LINE � a SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4' 0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE TYP. FND. PENETRATIONS 11 a' a SCALE: N.T.S. — 4 a �� °° G III-III-1I I� � III a 4 Q. Q SEE FND. PLN. SIZE & REINF, O MLL-a U',� CV C=I O GV M O F� z. C z _ a 1` 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 10- ofCo f Q o. ch 'co,r is m LL N Q •2 N tntir;� U- w a o,Mv a Y Q MuLLL awl O 00 _ ? Z f0�v >O 19c m t- -o� W O _I 7 CO m J W r°�°'°' a 100 k 9 z N M Z W, D O L Z pV v�vvi W L7�❑ C C, o z m N Q J ti N lzl^^ W V O M W O w g -0, .�to 1 U F— J E m l _ = N U o ° c W ID ® 0 c N 0 S (� r- o w Cl) n 2 s5 z 2 _ m E —0 zo <a Z® Q O �� F�z¢o UO 0¢ ICa—Vr X20 0. Q=-zC,3CDO < Qa 0f " (� r�nC: C YOE U .10. m2 O Z F v N -'2. m <. N oa gO Q N a �w < �k ¢Y tY= O w a gl< M O CD L(A) ^ , �/ o� m co H L CV N C) 0'/� Y Y V! m m 1 4 1'— QI a-i N -0 0 Lid E E w �_ o z M z Nn E r a E ui U 16 _ Q 3 _J JOB NO: 22-02392 SCALE : AS NOTED SHEET NO. SIN 1 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (T (TYP*) VARIES i INSU 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. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 114" DIA. X 31/4" TAPCONS @ 24" O/C & HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH "' MOISTURE BARRIER 1 t> ° SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM A . ' ' I �1 I=1 1=1 I (_ q I. �- D7158-CLASS G or H, or ASTM i I I N I 1=1 II I III —I I I —III -1 D3161-CLASS F, INACCORDANCE w/TABLE F&ITIM61tl&ii "I_I 1=1 1=1 1=111=1 I)=1—I 1 I —I I + 1 (- R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) =1I I El l 1=1 11=1 I=1 I I III=1 1 1 I 1 I-1,[ 111 .III I li III'— —1 8' RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR �1 SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" GYP. TYPE ")C" @ GARAGE W/A HABITABLE ROOM ALUMINUM FASCIA \2'N.O.2x SUB FASCIA ABOVE) W/DRYWALL EE STRUCTURAL SCREWS @ 7" O.C. SOFFIT SHEET SS CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/6X6 - NOTE:EXTEND W1 AXW1.4 WWF OR = DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE G 'E cV ° n 0 Z o 6 MIL VAPOR BARRIER N COMP. SOIL. 7I ° — (COMPACTED TO 95% — 11 — MODIFIED PROCTOR ffl R fi �— ASTM D1557) 3° MIN. CLR. (2) #5 REBAR CONT. 1'4" (1 STORY) ON 3" CHAIRS TYP. STD. 90 HOOK (SEE U.N.O. 4^ V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" = 1'-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 � z PAVERS �M 'a —I 11=1 I I —III —III.. �9 . - —� � ,—• 1 1=11Tf I 6. 4' I I 80 T- I I 1ii SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 5/8"OR 1/2" HIGH STRENGTH ---' (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) - S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS rn" r mn nr XneInnn nn n cn 'MORTAR BETWEEN SLAB & BLOCK ELEV. 0'-0" ot A.F.F. a a a ° ELEV. 4-3 1/2" z a ~ C 2x4 CONT. G a A.F.F. p o N 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. "SHEAR WALL" 7v/1F TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O 1(O HIGH STRENGTH BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) GARAGE .) (OR %8"' GYP. TYPE O @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. CONNECTIONS. S.P.F. DOUBLE TOP PLATE ,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. (12)10d NAILS U.N.O. —2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) (ALT: 1/2"xl2" TITEN HD @ 24" --INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) ---SIMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS IF NOTED; THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND /2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE x 6 W1.4 x W1.4 INCLUDE THE WALL / 6 x 6 W14 x W1.4 WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH �31/2"MIN. . 1=n--T I'31/2"(min.)- 4" _ p b o 9/ — _— r 31/2"(min.)- A. 1TI-1Tf, —Ili III=—1 l l 31/2"(min.) - 4" V1 8„ (2) #5 CONT. 44 8 MIN. U.N.O. MIN. D SHEARWALL C TYPICAL BEARING WALL @a STEP rCC SCALE:3/4"=V-0" S3 SCALE:3/4"=V-0" S3 c�R �r ecs•��cs� S�- 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 10 o �,J 6 s LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ co`'� 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'-0" (R302.11) INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR #5 VERT. IN FILLED CELL 10'-0" (R302.11) ADDITIONAL INFORMATION SEE CC/S3 OR c.t LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 318" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT INFO. 5/8"x6" "J" BOLTS BOLT 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT @24" WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE MIN. 2500 PSI CONCRETE SLAB W/ O.C. W/ 7" EMBEDMENT (MIN. SHEAR *SIMPSON SP1 6 1/4"x31/4" TAPCONS J ) () 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR 3500# MIN. TENSION 2600# SPACED EVENLY 2X PT PLATE #5 REINFORCING ^-. FIBERMESH BAR a BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 N w/ (10)10d NAILS - WEEP SCREED INSTALLED �,P r 2x P.T. PLATE o END OF 2" x PLATE WWF OR FIBERMESH , E PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR W o ASSUMED FINISHED E ° p i o n . GRADE 40 MIN. Fy= 40ksi III n GRADE r b ° pJ z #3 & #4 LAP SPLICE [GRADE 60 MIN. F - 60ksi] rn m ° ' Ail 0M ---o FINISH GRADE 25" MIN. LAP 30" MIN. LAP y rlIII=III p h'I I I-1 i z'MONO OR STEMWALL �. [ ] I 1 I— I 1 I (— FOOTING MONO SHOWN—_ w1 FOR CLARITY _ _ O0 6 MIL VAPOR BARRIER 1I o ° rU MEL _ °DUj "��Tn I I I= #5 REINFORCING BAR c p D n b I l i III l— i Z , I I t I —III —III— r 2 #5 CO I — #5 LAP SPLICE I —III I� i i—I I� 1J.� O NOTE: x 1 I o ° _� —) I ��LI 36' MIN. LAP [36" MIN. LAP] ON 3" CHAIRS *FOR BEARING WALL -_I _I _I r COMP. SOIL. (COMPACTED TO — I _ _ - —1 -1 - - 95% MODIFIED PROCTOR ASTM j I = —_1�= _� -! I i (� ! i I' � (TYP.) $" 1' 4" W/ UPLIFT ONLY — _ — _ _ 10" „! l �I1-11 I —111 D1557) —i1—" 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK .III- ,i'�„!11= II ;Il III, ,II '11-11' 111- #6 LAP SPLICE TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION ("D� TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL w/ UPLIFT G SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH GRADE 00—r i l l a (1')"; 5 REBAR w/ OPT. ' I —I 11-1 11=1I1= II— 11=111— 11=0GREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS N ' r M n II --II I I °: T I I °° I I I—III- A IIF i SEE A/S3 OR J/S6 -I L II I I I l I, I, , , I I, 111 I I- FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STC RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" SLAB INFORMATION. S3 P.T. 2x 1/2" GYP. BD. 2" HOLD GYP. BD. 1/2" FROM SLAB 0'-0° J CONT. BEAD SEALAP — % a INTERIOR • -3 1/2" _l CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB .m e E_ - M 6 MIL VAPOR BARRIER 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 &LAYOUT DESIGN ° — — — TOP OF BEAM ° - SEE ROOF PLAN I=Ar� ° a ° a °00 (2) HTS20 FOR STRUCTURAL '.' d-rrT�, ; ,, ; ,�I 1TI I 4 �T " E BEAM SIZE & _� N rr 1 p = CONNECTION INFO r> a I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE a SEE TYP. WALL SECTION FOR ADDITIONAL w SEE PLAN FOR STRUCTURAL SLAB INFORMATION LL+ COLUMN SIZE AND BASE o w CONNECTION INFO. SLAB STEP & RECESS 0 S.G.D. rM U) 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL -� W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD _. INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `�' ' ON FLOOR PLAN w SIZE VARIES PER PLAN M CONT. BEAD SEALANT = a > w/ MIN. (2) #5 VERTICALS - z 00 — GRADE a ° �j E > FILLED SOLID (SEE PLAN FOR ° 6 x 6 W1.4 x W1.4 �t g w SIZE AND REINFORCEMENT) LU =1' - r WWF OR FIBERMESH , o w C z= F- a- w o ; -i w III —I!i w — ! I_ v 0'-0"FIN. FLR.� BRICK PAVERS or SLAB PER COMMUNITY SPECS 00 = i !=i lJ— U- `n -1 _ Z • °• n 4I IV! -- M Z ! III —; =;' LL¢+ _ •— h Lj l l=Tr I I Imo[=1 11=1 11=7T" — I —i J !—III (I— ! = FOOTING 1 � j11=� � � III___ BEYOND z i —t •''' . PAD REINFORCEMENT 3" MIN. CLEARANCE ti '• :' SEE SCHEDULE ',\ \ o - ---- - %% .. -D1 SEE SCHEDULE sv N O U N ' I a X C:N : �. a C o sll N C6 �? -0 O Q :3C _ a IU 0 N M SiA 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. W n H oCO G 7 u7 N xt L. W 0 cn1-r ° i W IL0)N m v a Y -j a�0 0 z r@ 0o W 1 01; co o Z Cl) CC CC 0 LL IL N Z 0 U U-j y W E1110 N M o z o � <c - N M � v o 1�- ru w m u 0 6, Nc� v E r L Rim 4) I u o U CS ® Q 0 44 t o W Mh¢ M o z G U- zo �� r �® o E °v Q= r6 f•— � O x� UO �U O N 1rLi np a o Kp Z w W L rp i_ z Y U ym i m O O LL Z Q! Q W z N oa Z ao U �0 a= =k w� >O o � a za o3 O > CO L OLO Q 0 � N Cr O Y m QI O N oo O .0 N co LO r N r E z `° Z E r 2 a U � ¢ p JOB NO: 22-02392 SCALE : AS NOTED SHEET NO. S3 (MONO) m O� LO v cn 0 a N 0 J C" N 0 I A m In v a ar IED Q C2 O 0 J rn N 0 LO LO v N c �C 3 N N O a. E CD 0 x C7 J v LZ v 0 U 0 U i Z N I Y i 0 J J2 N M N 0 0 a- N N N N 0 m v rn (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA.) -� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ 7 5/8" 8" DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK ❑ STEEL AND GROUT ❑ ❑ PLATE EVENLY WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR INTERIOR ❑ ❑ ❑ HEADER FLUSH TO OUTSIDE OPTION WALL FACE OF BLOCK WALL IS 21/4" 2x BLOCKING @ EACH END W/ 10d @ 77 4" O.C. FROM EACH HEADER FACE TO BLOCKING F/z (2) 2x HEADER PER PLAN -J\VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. SLI. 12 SEE TYPICAL WALL SECTION (TYp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16' O.C. W/ SIMPSON SP2 w/ (12)10d (3) 10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER + 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 NF W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING" 1/ DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN DOOR OPENING DOOR OPENING oEXTERIOR � ❑ WALL CLEAN -OUT rA WALL ❑ ❑ ❑ SCALE: N.T.S. SL) 151 ❑ 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT rD S4 SCALE: N.T.S. S4 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED % BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT / a a _4 0 8" 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 jEE VL NOTES: lO FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE J Uj FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR----_. GARAGE DOOR ROLLER CONNECTION ASSEMBLY .." GARAGE FLOOR TRAVEL DIRECTION OF --<L GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK a e ° POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. T�7 SFFANp 0� N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O,) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING --O. VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-314", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD- 2 x 6 P. J-BOLT TRACK BRACKET FOP 'a IARAGE IOOR uvvn r nn�.n 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) LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER `—(2) 2x HEADER SEE PLAN INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op �R U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ 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 12 (TYP.) SEE ELEV• SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK OVER WATER RESISTIVE BARRIER SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD USS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS W/ 2-16d TOE NAILS EACH END EB@LOCKING FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) v O/C FIELD J < r 2x TOP PLATE 2X4 PT STUDS @ 16" O.C. 2-16d NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS = _= CHORD OR BLOCKING SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB O. STUD 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT . O.C. MAX. PROVIDE P.A.F. NAILS OR IN KO BLOCK AT EA. STUD MAIN SPAN 2x P.T. PLATE EQUAL @ 12" O.C. MOISTURE BARRIER ROOF TRUSS SEE A/S3 FOR STAGGERED FROM BOT. UPLIFT CONNECTOR REINF. INFO. PLATE TO CONCRETE 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) mLil�l�>��hlZe]Z�lljl 1 #5 VERT. IN CONC. FILLED CELL) W/ STD. 90° HOOK IN K.O. BLOCKMin— ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE. N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 • SPLICE NAILS TOTAL) EA. SIDE OF SPLICE STAGGERED �10d @ 8" 0/C ATTACH ALL EXTERIOR STUDS W/ IA 16d TOENAILS TOY6PPLATE 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 �7 SIMPSON C SIMPSON SP4 SP2 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING RECESS LINTEL SIMPSON SP1 SIMPSON RECESS - S �PSON SP4 LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 2X TOP PLATE OVERLAPPING -10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) ' (4565# SPF) i (5645#SPF) i (6970# SPF) )S (9335# SPF) IN. 8" PDXIED A.T.R. I&NUT 'OXIED A.T.R. i&NUT DXIED A.T.R. I & NUT ROOF TRUSS ABOVE !- 2X BLOCKING I I 2X8 P.T. BOTTOM P ATE G' 5/8"xl0" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 0 0 BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" 0/C EDGES 0 E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM � G o 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 .r, 0 J O 0 N 0 U1 0. �. Z - y v ci y - 3;c� wgyp�{�/ N pY e w r� o 0 't N CV 0 CV N 0 f t,. i A 5 •:( :bi 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. H W aO vE Wr- M S R i# (0 �m�_ju; 0 N 10 n°oN u-w ^r- w n Q LL M v a Y aLLU. CIL (L L Z 0 L�°o O~w N O J W ��m 5 ¢ a Z N 00 MZ a =T0 p U v vi W ❑0O Z N O - o 0 Z � N J 7 N z 0 o CO M L U 0 I may. N f) N �U _ •,� ® w = E � $ mi , •..• L = L N zlr.. o a, ®0 c o� w M M o z 14 � C Q E E zo Q O wj Q N Z® oa 9 (6 (aZ M O XU b. < UO =OU O O E N C@ L¢ o z wb a � o z y U O m 0 O OLL Z -' <� Q U. �z Zo ¢ MEN N f Z O ¢ LL U a w U � ire =G oLL W =3 -0 -0 O M ui< a ct z a 0 's o Q � > (0 1/ N L O LO rn 2 cc 1 T 07 .O O Y m m O N Qr I 0 Ln r 04 E v; o z n3 � E T 2 c n U J ui Q 0 JOB NO : 22-02392 SCALE : AS NOTED SHEET NO. S4 I m rn LO 0 21 Cr V) 0 N O J c'V M O N / Of m a� L0 Iu Cr 0 J rn N `^I L0 L Cr C N 0 a 3 a N N a E 1.2 N E Cv J L%. E2 E c U w 'o i U i m Z y I Y / U J N M N di a 5 a- a N N v 0 co m 0 SIMPSON HGAM11 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) 46d 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 10/S5 BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL I 45'± / 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR �A APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 I'L" BRACE TO RIDGE FASTENED AT @ 8'-0" O/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ .• AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 10d & FROM LEDGER TO • SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA'. '• BLOCKING ' 7/16" OSB SHEATHING END ATTACHED W/ 10d GYPSUM WALL BOARD [��1/2' GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING@ 48" O.C. FOR THE FIRST CDX PLYWOOD 7H6" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED OS T 10dX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4"LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" UNSUPPORTED, BACKNAIL w/ (2)16d NAILS MAX 9" IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, NAILING SCHEDULE FOR SHEATHING IF >9" SEE 10/S5 DETAIL 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)10d & (2)10d 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" 0/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 & O.C. FIELD BOTTOM ATTACHED (2) 16d NAILS W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL 2x4 "T" ON TOP OF PANEL BLOCKING, 1/2" x 8" "J" BOLT 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING Ir BLOCKING, FASTEN WITH FASTEN WITH 10dx3" @ 4" 0/C SPACED WEEP SCREED THE FIRST (4) ROWS OF TRUSSES "" 10dx3" @ 4" 0/C @ 48" O.C. INSTALLED PER MANUF. @ 48" O.C. WEEP SCREED 2x4 "T" ON TOP OF PANEL FROM EA. END TYP. TOP &BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" SDS SCREWS TO II III 1 II 11 MOISTURE BARRIER SIMPSON META12 w/ (7)10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2 x 8' J' BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24,, 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR f X-BRACING, AND TOP coSEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION SCHEDULE FOR ' SHEATHING DETAIL BACKNAIL w/ Ill. (2)16d NAILS -WOOD TRUSSES1/ `° 600 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING 1 1 2" 1 1 2" • RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) ; BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS ATTACHED W! 2 -16d NAILS @ EA. END AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" 0/C FOR THE (2)16d NAILS 2x4 BLOCKING @ 24" ( D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF O/C w/ (2)16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5112" 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 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE 1" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -/ SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD (2) 2"x8" "L" BRACE 711 SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION K4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 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 I 11_1- EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 10dx3" @ 4" 0!C L 2x4 BLOCKING W/ (2) 12d TOENAILS NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) ) SEE TYP. WALL SECTION FOR SCALE: 3/4" =1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION g ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. �S5� 11NIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT I- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 12" SH SCHEDULE ,TTACHMENT ? SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE . 2x4 #2 SYP w/ 10d X0.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 Jit- \ �I a Il I� - � ! �!� 1!. I° ° .Ila CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP -MINIMUM (2)16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 8d @ 6"O/C 11Vr%^M -rrlr I00LO 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" TITEN TO CMU 2x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 0 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. 0 NON - LOAD BEARING LOCATION (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. �'S5 ADDITIONAL INFORMATION. 1" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. M 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. S5 3) SEE 6/S5 FOR MORE INFO. "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) -VVIV I . DC/1RIIVl] GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATI( SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. C7 _d ✓,9 CORNER JACK Y U w Z Cr O U HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. No IN No o No mmmm � F- NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2)'T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN rL� AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING 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 4 w. � O o ®UN Q. cD ?� Q- l 7 -<-- o O 0 W D_ .�. N 0 N M N N e O E � , 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 -I E Q O M8 Nit 11 C14W m b J fA t4ro-r�ro LL w a - auS M �v �[Yn ' J LL a 2 5 0 0 Z �� a o 4 Z co 0 _j N co Z x to 0 0U co Z b�❑ W N h N Z O Q � N V) c7 a 0 � W o rLn N - ,'5 r U ®llW J rn 0 C�' co0 < �m o w co z o Z < J L1- ¢ z o .- z> N <N Z® o '6 w= oa co t— <o XU �a UO 0U S � N L ¢ z w0 <� a w w �W _ Ur _ C 0 �� m� Zr 2 ¢w to W o z °� Z go a WW ¢� az �r =3 >O o �¢ 5 a o�3 V 0 > (� CC LOm T F- L M � N r N V, W m al o N o N M U') N r E 2.1 o Z ca z E r U1 E cu c a U � Q p JOB NO: 22.02392 SCALE : AS NOTED SHEET NO. S5 3 m LO v C U) 0 .o 0 0 J N O 1 m rn L0 C Cr V) 0 N O 0 J [V M O I L0 LO v V) 0 3 Q N d E F2 y N E 12 C Z v z 0 i U d z N I Y 0 v r N M to a 0 a - 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL lx4 1/2" DRYWALL DOOR JAMB (REFER 1x4 � UNACCEPTABLE INSTALLTION � DOOR JAMB (REFER TO PRODUCT TO PRODUCT P.T. TO PRODUCT APPROVAL FOR MAX 8„ PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C.. CONN. APPROVAL FOR CONN. , i ,� APPROVAL FOR CONN. %/ i y, 1 x4 � 1 X 4 1x4 P.T. � � FURRING #5 REBAR (TYP,) ` ' 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 8d COMMON �� ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4" O° 3/16" 0 X 3" LONG „ i i FURRING " 'i i� 3-1/4 LONG X 3/16 0 , � FURRING TAPCONS (2) ROWS 3/16 x 3-1/2 #5 REBAR 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED , ;.� TAPCON. INTO STAGGERED @ 16" TAPCON @ 16" O.C. & 4" 2X8 (TYP) BLOCK@ SPACING „ O.C. 2-ROWS INTO 1x8 P.T. FROM EACH END w/ MIN. 1X8 1 DETAIL 2" EDGE DIST. ATTACH o y 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH r� 1x8 w/ (2) ROWS 8d NAILS 3" DETAIL MA1x4 1-1 /2 DETAIL TD. 90 HOOK (TYP.) STD. 90 �'"�` - � @ TOP & BTTM CHORD, AND (8) P.T. & 1 x8 P.T. STAGGERED @ 12" O.C. BOTH SOLIDHOOK (TYP.) FACE NAILS 10d @TRUSS VERT. WEB 3/16" x 3 -1/2" TAPCON @ 16" 1x4 P.T. DOOR JAMB (REFER TO PRODUCT a METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL j j NOTE: EACH END W/ MIN. TO PRODUCT LAP SHEATHING TO DOOR JAMB (REFER TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. / %` 2x8 P.T. w/ (2) ROWS 3/16 ' ` BOTTOM OF BAND. JOIST TYPICAL x 3-1/2" TAPCON @ 16" APPROVAL FOR CONN. /' ,f/ (2) ROWS 3/16" x 3-1/2" �' „ 1x4 / - % j O.C. & 4 FROM EACH ; i; , FURRING TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. ' 4" FROM EACH END w/ i� 2x8 P.T. ATTACH SECOND PLY w/ ' +2 NOTC F� @FIRST COURSE ± SIMPSON HGAMIOKTA 12" O.C. @ w/ (4} 1/4x1 1/2" SIDS SCREWS ` MIN. 2" EDGE DIST. 2x8 2x P.T. AS REQ'D (2) ROWS 10dx3" ` - INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /4" DETAIL NOTCH WEB AT THE +5" FIRST 2 COURSES ` BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CG LE D CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A _ 16°10 # FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" soup wiGRouT ,r 1 PLY PRE-ENGINEERED TRUSS SEE ARCH PLAN AND r . 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS RE-ENG TRUSS DESIGN P BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS SEE NOTE 1 BELOW ° 1/2" DRYWALL * SCREWS & (5)1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d • 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) 2x SUB FASCIA ° ` LEAVE A CUT OUT IN O.S.B. ON THE 2 x 8 45" DIAGONAL (4)10d NAILS "' ALUM DRIP EDGE 71N BRACE'S) 2 x 8 BRACE/ INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED CUT HS.B. FOR BOND BEAM OR CAST IN PLACE BEAM BRIG WALL TYPE -y ALUM FASCIA FOR OVERHANGS BETWEEN OVER 1 1!2" CONTACT ENGINEER OF RECORD FOR BUILT UP PLWD. BUCK ARCH PANEL POLYHIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. I I 1-3/4" TRIM PAINTEDPER PLAN FURTHER INSTRUCTIONS.FACE SCRIBE (NOTCH) OF ARCH W/ (3) 10d NAILS TO FIT ARCH (4)S INTO 2 x $F AT EA, END RETROFIT TRUSS DETAIL SS NAIL w/ 5/16" HEADBACKSIDE CHANNEL,OVERHAN — DIA. @ 24" O.C. s' . • �� :° CONNECT W/ 8d NAILS BRACE/ BLKG. FASTENED PER ,, N.T.S. NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT .: x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSBINSTALL WDW. SCREW ANCHOR\-2 ()PROVIDE TAPCON WITHIN ARCH FACES W410d NAILS THRU OSB INTO 2 x 8 CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4"MIN. OF BRACE BLOCKING w/ 2-12d NAILS ( ) CHORD EVERY OTHER TRUSS INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW, INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH w/ 3-12d NAILS, TYP. (*) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH START OF ARC IF TRUSSES USED W/ 3 #6 X 4%' WOOD ) O NOTE: FOR OVERHANGS LESS THAN 3/4"-NO REPAIR REQ'D. - 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL / ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING 4' MAX. RAD, ARCH DETAIL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ LISTED IN THE DESIGN CRITERIA ON SHEET SN. MIN. 4" EMBEDMENT AT 16" O.C. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL 1'-0" 5'-0" SCALE: N.T.S. SS 12 JACK TRUSS PROVIDED BY SEE PRODUCT APPROVAL) F CHANNEL FASTENED TO: TRUSS COMPANY OR CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT PLAN 2x6 #2 SYP @ 24" O.C. WOOD w/ (3) 16 GA. 3/4"xl/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND INISH FLO 2 WITH x 8 BUCK - CONNECT TO BLOCK 1/4" x 31/4" TAPCON (1 1/4" MIN. SECTION ROOF SHEATHING ATTACHED i PATTERN - SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @EACH GROOVE n ° ' ' yD EMBEDMENT INTO K.) B-g PER NAILING SCHEDULE ALL ° ?•• /4" MAX � 2'-0 $ STRUCTURAL SOFFIT ° , #5 BAR 1'0 • • 2 CENTERED W/ BLOCK HEADER SOLIDBLKG. AT TOP BTWN. ARCH 5 12d NAILS SIMPSON O � S FO p• ° . 2 • - � - 9 ' •s IN TOP 1 X 4 FURRING BLKG. & BUCK H2.5A w/ 10 2X6 TO 2X4 ( ) ** SCALE: 3/4" _ 1'-0" ( ) FOR ALUMINUM SOFFITS WITH SPANS > .:' ° I KNOCKOUT / N 8d NAILS > REV. 09.23.2021 1'-4', INSTALL MID SPAN BLOCKING PER o .a 8d NAILS @ 8" O.C. AT BUCK i THE SOFFIT FL PA INSTALLATION CRITERIA it —' i_ s ° CHAIR BLOCK �- PROVIDE 2 x 8 DIAG. BRACE BT 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE 2 MIN. O PROVIDE 2x CONT. W/ (3) *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* EY MONO FOOTING _ s' TAPCON AT EA. SIDE NAILS SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" 12d JACK TRUSS PROVIDED BY AND SECTION DETAILS LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 A CLEAN FILL s A. 2 x 8 VERT. BRACES () INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. 2 X 4 #2 SYP SCAB TO SIDE OF DIRT ? z TO BE INSTALLED TRUSS AS SHOWN FOR O.H. UP TO Z-6" ?X OBE °ffTANDARD o 4'-0" MAX SEE PLAN BUILT UP PLWD. BUCK - Ryq *DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. °.. > HOOK iv SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH + + 4FNCT (2)10d NAILS @ 8" O.C. N #5 BAR IN TO FIT ARCH CONNECT W/ START OF ARC NOTE: IF TRUSSES USED) W/ (2) #6 X 4%" WOOD + + TO TRUSS TOP CHORD FILLED CELL `• '- ' 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAID SHED ROOF ENDS TO BE SCREWS @ 16" O.C. MAX. OR IF MASONRY + + INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ 4 10d NAILS EQUAL EQUAL () GABLE ONLY, CORNERS WALL USE (2)1/4" X 31/2" TAPCONS AT 16" + + PLYWOOD SHEATHING •� '� '• �'� °• ' �'� °• �'� ° �'� °• THRU OSB INTO 2 x 8 SHALL NOT BE FRAMED AS O.C. + ANCHOR INTO ARCH BLKG. HIP. + STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL �( DESIGNED ONLY FOR THE SECTION @ ENTRY L BLOCKING AS REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS INSTALLATION OF SHINGLE SCALE: 3/4" = V-0" SS TRUSS + + REQUIRED TO MONO TO STEMWALL FOOTING SECTION DETAILS AND METAL ROOF FINISH + SUPPORT SOFFIT 2X4 SYP ► ®s SCALE: 3/4" = 1'-0" EACH TRUSS GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONNECTOR °'• ° CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP SEE LINTEL EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR SCHED. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING, PROVIDE LOWER HOOKED DOWEL ENTER SO IT DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP PRECAST LINTEL —J j A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL SEE ELEVATION TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER FOR OVER HANG COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (MAX. 4'-0") >- #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP &MID OCCURS SECTION @ ROOF EXTENSION M z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER 6'-0" SCALE: 3/4" = 1'-0" 0 co SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER SS < FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP 2 w NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE °. 0 v SEE SHEET D2 AND SIMPSON HTT4 w/ (18)10d x 1 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL _. , ° x ° ° ' w 0 U A REINFORCING AS FOLLOWS: * SEALANT PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. =' `=':';'';::' _ _ _ _ — I I I �� °. I- I I (—I I �— I I- FLOOR PLAN FOR _ 1/2" NAILS TO STUDS & (1) MORE INFO ¢ a I— 1 ;;::: `:.:'; :::;.i-;: ,.- g 111LII ,-r 5/8" DIA. ALL THREAD ROD � 5x6' EM # BEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. ;. .: , _,,: •-'..:...:.......': 6' MIN. LAP SPLICE W/ — — _ P ° � I I � EPDXIED w/ SIMPSON "SET" � v z ¢ EXISTING FOOTING ' (2) #5x6 IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. - T� ° — III I I T �I EPDXY MIN. 6" EMBEDMENT & 3 MIN. EDGE DISTANCE g c/) Uj N FILLED CELL —I�=11 I DR LL 3/4 x5 MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT _ :.. , III- GRADE o. T� SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP p G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: 04 ° 'p "' REMAIN FREE OF MORTAR. z \ ' H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r u TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ t (2) #5 REBAR. (1-STORY) ` TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE \ WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16 MIN. (1-STORY) (3) #5 REBAR. (2-STORY) A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. I 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION ` MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. �a RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" =1'-0" RETROFIT FOR MISSING FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR MSTAM STRAP SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. SCALE: 3/4" = V-0" 4 � O �(� N m 4- CO fV N O N M o 9 O M y s ko, 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. H Q O M 8 n IN 12 0 N W # LL(0 r-� LL uu IL a M jLLu` aw�0 0 0 o _Z r @ v r r C �. �'@NtD O w m O0 J W W J co ¢¢ ¢ co Z N M Z L L U a R D O pV v-j vi W ❑�❑ 04 Q z N M o� z z � � 0- N N M N z M 4J — o W aFIR U OLLJ o N C N U J � � Rig 8 E t L V N 0 N vi O co w co w ¢ z0 z L - SZ E E O z o QO w > 6N Z® oCU a (— XO U 06 0�U O N az ¢o 0, az L L - ro Y U m� FF Z _ a� Nm H aw �z < �o O_ oa w I r w� as o FG o A w4 =3 >° CD za aF �U3 N O > (fl � r ♦ � ,•-�LO@ � L N j NO N 6 O Y � m m Q 0 N 0 00 T ('v LO N o z Z E a v -j Q JOB NO: 22-02392 SCALE : AS NOTED SHEET NO. SS CROSS BRACING DETAIL (TYP.) SCALE:NTS TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4)12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION.FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER &SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. CB - 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS YY/ L-IV\.1 `W LllVl1 II\VVV YYLI..! TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH TB PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP - MAX & EACH END ALTERNATE A CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. \ --- -/-WOOD TRUSS -� A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE ot VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL el � SCALE:NTS DIAGONAL - AT 8'-0" MAX TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT CL OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �'A TRUSS HIP G.T (2) 12D NAILS - AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR SIMPSON H2.5A w/ (10) 8d NAILS COLLAR TIE EVERY3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM * * 2x6 #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 TIE BEAM 2X4 CONT. ATE CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a@ INTERIOR BEARING SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT i, VARIES 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d END - NAILS TO TRUSS BOTTOM CHORD K ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. MIN. 2x4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL ; a MIN. 2X4 #2 SYP P.T. PLATE °. W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE D 16" O.C. MAX. INFO. ° SECTION @ ENTRY s SCALE:NTS SIMPSON LSTA18 w/ (12) 10d NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SCALE: NTS )IMPSON HUC410 w/ 6d INTO HEADER & ( Od INTO BEAM - SEE ZOOF PLAN FOR MOI VFO SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SC EDULDE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT rA (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS E U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM RAISED ENTRY MASONRY WALL 4 SCALE:NTS SEE PLAN FOR CANT. EXTERIOR I ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ENTRY FRONT WALL 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL EACH TRUSS TO NAILER W/ (3)1Old SEE ROOF PLAN SCALE: 3/4"=1'-0" IF 2x DOUBLE LEDGER, FOR BEAM SIZE & CONNECTION INFO. BM. SPLICE OVER ATTACH FIRST PLY CENTER OF POST w/ (4) 16d NAILS TO EA. A A END OF TRUSS THEN SEE PLAN FOR ATTACH SECOND PLY TOP OF AM w/ (3) ROWS OF 16d .= o o '_ NAILS AT 24" O.C. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR - COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) o, C SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE:NTS 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM -' t - FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE:NTS SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. GABL 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MIDDLE 8d NAILS AT 4" O.C. SEE PLAN FOR VALLEY TRUSS INFO. `-• MASONRY WALL BELOW: SIMPSON °a. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a<. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS Q COMMON TRUSS SEE ROOF PLAN FOR CONNECTION _qFrTInKI AT HIP (;ARI P SCALE:NTS SCALE: NTS ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSON LUS26 w/ (8) 10d NAILS --/ OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR LOCATION AND DIRECTION 1/2" X 4 1/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: NTS LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/-/ Z- (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE: NTS DETAILS &SECTIONS N Oco UN Q C0 X i a M l; 0 M C c� :) Z Y .ta _. O, 0 _ Q :3 r Uj N N O N N 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. rn U) w ,E �^ Q 0 O N # N N r _! 6CO 1A y "�u C �-.- �W 111 rL _- - W V)s !'n r� h a � m v Y J LL LL a Sy0 Z L � O0 l0 3 5-za" O -1 : w ��rn m¢ ¢ a Z N M Z 0: n 0 CL ZOU U=) 0 ❑�❑ Wlie 2 N M O z 9 n - 10 M VI V) � C9 (I � ( i- 0 WLn o Ln �= w c11 � • —, rco— U L o em C" �w Cl) N v z a � ce E zo wa Z� <� Q E 14F— ?o oa UO B �0 X U O¢ Do 0K O E CV az <o aZ �w L ry Cn C ¢ o y m O o r - N W.Qw to 1 a d o z ° Q WLL a Z (�W �- N� -0 w� >° o O a 00 .9O = > (0 � LO LO C m �-- c� � N T' (7 C) � U m CD m QI 0 N o O N M L.C) Q r N r M 6 Z z :3N E �- r_ a 0 _j Q a )OB NO: 22-02392 SCALE: AS NOTED SHEET NO. D 1 11 1 1' I I. ' I 1 "" 117111 11T'' ,rF y i v rn v N C-4 0 J N O I m Cn 0 N .c cV cV O J rn M O I N CV LO LO i v C Cr C!7 39 rn c 0 3 Q N N C CL 0 v c c N r7 0 v c U N CD 'o a W I Y O v 0 N M cV 0 15 a N 0 NcV 0 v a cn a m 0 FOLD UP WEATHER RESISTIVE BARRIER & WEATHER RESISTIVE BARRIER WINDOW UNIT FLASHING REQUIREMENTS TEMPORARILY SECURE DOOR ROUGH OPENING WEATHER SLOPE RESISITIVE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall p g p p BARRIER TAPE EXTERIOR WOOD FRAME CONSTR. SELF -ADHERED FLASHING 3/4"-1" BEAD OF CONSTR. 16 cm : 30.5 cm) include flashingas described in Section R703.4. a 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 EXTERIOR R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of water nssene�EovhNoow 2 NAIL BRAND OR EQUAL WEATHER CEMT. FIN. within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by Section R703.2 and a means of �- PROOF CAULKING 0 draining to the exterior water that penetrates the exterior cladding. WEATHER Q SELF -ADHERED FLASHING ` % BUILDING PAPER RESISITIVE 2 \ BARRIER SEAL TOPS OF JOISTS WIRE LATH 'Li 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 t UNDER DECKING suBFLooR / approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, (SEE DETAIL WP07) SELF -ADHERED FLASHING ' ' _ _ _ -"' .._ with the r layer lapped over h lower la layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other t upper aye app they � I pp ' _ _ - `- -- approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The No.15 asphalt HEAD FLASHING TIE-IN INSTRUXTIONS: felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building 1. Cut, fold up & temporarily secure weather RIM JOIST 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 �7 flashing installation MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape 2 1 2AV y i 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 awater-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. SELF -ADHERED FLASHING Scale: NITS FLANGED WINDOW in SELF-ADHEREDFLASHING 1 SELF -ADHERED FLASHING , Exception: Where the barrier that is has EXTERIOR DOOR WITH DECK - SECTION A CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER water -resistive applied over wood -based sheathing a water resistance FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER equal to or greater, than that of 60-minute Grade D paper and is separatedfromthe stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. EXTERIOR SHEATHING MECHANICALLY FASTEN IF RUBBERIZED ASPHALT RUBBERIZED EXTERIOR SHEATHING ,I 3/4"-1" BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB &HEAD NEEDED IN CORNERS ADHESIVE ASPHALT ADHESIVE THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be applied 3/8" CEMENT PLASTER THRESHOLD OF DOOR AND RETURN FLASHING, SEE FLASHING SELF -ADHERED FLASHING shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied membranes g g pp 12 MIL DRYLOK CMU - MASONRY BLOCK UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WI used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to prevent the EXTREME REFER TO TECHNICAL SCORED entry of water into the wall cavity or penetration of water to the building structural framing components. WINDOW LETTER ON CHEMICAL 0 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 1) SEALANT AT SELF -ADHERED FLASHING ° SELF -ADHERED FLASHING, ` BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and 4) SEALANT JOINT WINDOW BUCKTO EXTENDAMINIMUM 6" RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as OUTSIDE EDGE OF `' MASONRY WINDOW BUCK 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 2) SEALANT JOINT THRESHOLD shall be installed at the following locations: 5) SEALANT FROM INSIDE EDGE OF z s WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK SECTION -A (SEE DETAIL WP02) AND EXTEND TO s. 1.1.Exterior window and door openings. Flashing at exterior window dopenings shall extend to the surface of the exterior wall p g g ow andoor o p g 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 SEALANT ° ; shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the 6) TOOLED REQUIREMENTS 2 BEAD BRIDGING following: CLADDING AND WINDOW FRAME z SELF -ADHERED FLASHING 5 on manufacturer's on an 1.1 The fenestration installation flashing instructions, for a lications not addressed in the fenestration g ons or pp 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 are AROUND, INCLUDING SILL. 2 2 SEAL TOPS OF JOISTS 1 6 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 subsequent DO NOT FLASH OVER BOTTOM NAILING 8 DECKING Z 7 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. FLANGE (UNDER SEE DETAIL 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. _ (INTERFACE D SELF -ADHERED FLASHING , SELF -ADHERED FLASHING 1 SELF -ADHERED FLASHING �' 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. FENESTRATION INSTALLATION AND 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. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 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. ---- - --y- -- -_ - - 1 6.6.At wall and roof intersections. -- Water Resistant Barrier 7.7.At built-in utters. g JAMB, SILL AND HEAD DETAIL Lath APPROVED SHEATHING SELF -ADHERED FLASHING Sheathing THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL APPROVEDHOUSEWRAP PATCH STRUCTALATH TWIN TRACK 2.5 It /. Stucco FLASHING AND WATERPROOFING METHODS TO BE USED. ° ° d d ° ° 3/4" CEMENT PLASTER 12 MIL DRYLOK EXTREME (min) APPROVED FLASHING TAPE DOUBLE 7/8 " Cement Plaster "V" SEALANT SOCKET WITH JOIST � � II ° ° d ° d ° TOOLED APPROVED SEALANT ', it i SINGLE l L 1 WOOD BEAM j � 1 d Foundation Wall d in accordance with 7/8" Cement Plaster JOIST i \\ 1 \ BELOW SELF -ADHERED FLASHING d ° ASTMC926 in accordance with f j / ��\ SELF -ADHERED FLASHING 'I ° ° d ° ° d ° ASTMC926 2 ° d ° ° Felt backed metal 3" MIN u:. t:''A lathe in accordance Felt backed metal SELF -ADHERED SELF -ADHERED 4 with ASTMC1063 lathe in accordance FLASHING FLASHING O 2 5 with ASTMC1063 ,�, Building Paper Building Paper 7/16" O.S.B. ' sheathing O.S.B. SCS 06WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING , SELF -ADHERED FLASHING , . . FOUNDATION WEEP SCREED , ,%,% shea_02 ; Metal sheathing EXTRUDED SHOULDER DECK JOIST OUTSIDE CORNER ,: .. Flashing Weep Screed SELF -ADHERED FLASHING 2x FRAMEWALL Installed As Per Manufact. Specs. PRODUCTS DETAILS - TILE FINISH STRIP OF SAF LEGEND I SELF ADHERED FLASHING (SAF) Maintain Stampede or similar Bottom of cauk bottom Q DRAINAGE PLANE WRB DRAINAGE PLANE (DP) WEATHER RESISTANT Weep Screed joint only Lu BARRIER (WRB) - - 1 1/2" to 2" WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO � 1/2 DUROCK > > BOND BREAK WRB SELFDFURRING SF LABREAK TRESISTANT BARRIER- ( ) � Above Roof Weep Screed PER THE FBC RESIDENTIAL 7TH EDITION (2020) in I PLASTER ACCESSORY Sheathing Installed As Per SF LATH SHEATHING,'OSB', PLYWOOD, DENSGLASSS» Manufact. Specs. 1'-4° PER PLAN Z Detail Instructions ,- „ 1 0 PER PLAN I WRAP DP WRB ONTO I :fTHEVERTICAL „ 1/2 Cementitious Refer to the number marked as # in each detail that corresponds to the D p SURFACE TO TOP OF Cement Plaster Decorative Finish numbered items in the list of instructions below: FLANGE AS AN AIR In accordance BARRIER with ASTMC926 ®,. All inside and • 1. Install self -adhered flashing in order as shown by numbers SLOPE 8" CMU I 3-v2° INCH FLANGE over wood 2nd ®®®.®°• ®.� floor •° ' .°®,®, outside corner will 2. Install flashing and weather resistive barrier to form water shedding o ®o, need to be miter laps 4" OR 8" CMU ° ° - - - - - - - I ® m cut and caulked all 3. Self -adhered flashing can be substituted for building paper g g p p (PER SEAT DEPTH) Z Z STRUCTURAL FRAMING '`®•®,. ®•: buttjoints need to ®°O,o 4. Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT d :5- I I ,D•®•' becaulked using embedded in the adhesive layer) - for ease of installation and to y) ° a- a- II ^I� �I� STRUCTURAL SHEATHING o ®' Stampede or sim. minimize scoring cuts a UJ Lu THIS GAP IS A RESULT OF PLASTER STOP - NATURAL SHRINKAGE. STRIP OF SAF caulk for all 5. Remove all release per s paper a standard installation instructions and p p p ° d = CO Do NOT SEAL. CONTINUOUS BACKER DRAINAGE PLANE WRB adhere to substrate using a square piece of flashing material (6" x 6" a Ly V ROD & SEALANT DRIP SCREED PLASTIC Minimum) ° ° SLOPED MUD BED L11 _ 11J Cr ACCESSORY I i- BOND BREAK WRB 6. Fold as shown by arrows a w SF LATH it 7. Angle of corner may vary, adjust folding of the flashing accordingly to u fit tight to corner _ ° VINYL SHOWER PAN O I �� I Note: 8. Mechanicallyfasten as necessary SLOPE `n _ - - - - - _ = The building paper and metal lath must be Cement installed over the top of the weep screed. ° PLASTER STOP A Plaster 4 CONTINUOUS BACKER ROD over block 4 a a a & SEALANT 1 st floor a CEMENTITIOUS FINISH WEEP SCREED DETAIL SHOWER SEAT ■ SOFFIT/CANTILEVER • SCALE: NOT TO SCALE 0 co C) �= �-� 0 C_ Th - N W A, CN CV N n y 4 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. LO W tE I� M ti7 8 O N FAQO n w C Cp J LL V 5 a0 w 4t LL W M rnr- r;-wa N o 33 Cl Z � Y O W Loo O N tO rY OJ J T rn Q Q Q CoCo a z M Z O LLW N O V U W ❑ ❑ ❑ z � oo z � N �C r M V) 4 i--'JFE cn r6 LL, E �p O U.J g (,/ I r � U E ® L LJ J = t U o T � rn Qo ti C0 Mm w M ¢ g Z a UU E zz 00 Y N <� Iz 0 E � ¢S Z {- _ X OU 0�i 0 0U o O E C:) B ru dp ¢o o ao r ww �� rp N C _ zQ oY U N m� Fo oLL z Cn m 0a Q w go C1 LL a rn F U<� aLL z 0 CD tO a ) LOLO m Co CL co _N N Y �n Y V / ♦Ory m m ¢1 O N o � o N M � LO Q �.- N r E z z E r d U Q 0 � JOB NO: 22-02392 SCALE : AS NOTED SHEET NO. W P Mounting Brackots NO G� +V2*x+V2'x2-1Z' SeeAnchurs0ed Bcifts 1 . ir2i'D (Ty 0.) j i I. Washpir; Back cross support , (may be cut to V4) Black"(16GaUge) #145elf-Drilllng Screws Aii Vit.trit,Bottom Edge 11Z '-Horkan Se*Lockiftiq Nuts tirmy De cut to li Left Bracket 0 6 Gauge) fl all-Self-Driling.StrOVSThrU Brac!i Sr BackCrims Support IntdA/C.Unit aomm Side qyplcal- 3 oath side for hurrkane Lite) *XiGii irceaucl nonnusti an, piduniii" taw. _.K Hvmcksru Air-Bi lita," Suit Dowfts"WAtis uped" "alutir F. 41 villy) Florida Npartment of Business & Professional Regulation "a. i V I Building Codesand Standards 1WO12021 Product Approval Application Detail III:!! xxii Date Del Panxi gets Tim version optntlect Inalrim & 1.10i Vdd�"day validated Multrahnsd F&C Aracroval Approve AffiriTnAldn '=6 stnisr, vem Produdife, Int', Iiiii Ghi Hermes i Marano IRE. Loci 5,eirden P,E, Approved category: Staktural Component. �677) 441 -6368 PE4378 (3341300-1800 flubCalego, Products htro&ced as a Resultof thficasmartyintoom N-Tedhinal-gly Complian " Meri EiieWstion Report from a Florida Registered Ar,hitact ci Licensed Flori Professional Eirgirei ism Quality Assuram Apardnixedfortilts Amoroved for Use know Doxi Am*_ Product Ardidal N-b, or We- Product D .. ruill contract E,alufflcr, axis In Hi outside Mi R-hisud proads., I Smadvi ModdI#154i Dual Function Flood and Vantiation Vern IM112023 yes Yes MIA .1i 2 Model #1540-511 D* F-tion Flood ad Ventilation Vent 12J3112,12S yes Yea Ni iWloo 3 smariVent Mi #1540.,VO linsuluedR.0i 12J34/2023 Yee Y NIA +100i 4 S-rivient Mdal 415'40-5�1 insulated Flow Vert 12t3l/2023 yes NIA �liaolloo 5 5-tvant macelin5i i6i G'anigir ocid, Flood viint 1213"Gi ri fri IYA t snartVien Modeltili Wood Wall rettlahial Flood Vent 1 V2.3 Y. Yea WA -�IQM,100 8-tvent Mocial #1540,FM 14.5di Giiii Door Flood Vent IM112023 Y. Y. NIA WA Florida Department of Business Professional Regulation Building Codes and Standa i Product Approval Application Detail Page 1 " I li'l4r,921 a now am Code Eni or 121L. 1241 Due Panama Datir Im Venjort Manufacturer coxnect Erminser&Ljoens, validated ai Validateld submitted Paid Returned Arecraviel 61-1-1 Revision =2Q Drexel Metals. fro, Jasan 49humate 2.,hary R. Frost Locke Boi RE 98(10/2020 o8i ouzai lonali Approined (5021303-1511 Pi (3341 ZOO-1600 ===1. Roollng jenurnateacke-atcom, dustily Assurance Approved far Use Aparovedfitt ft. Impact Design si r or N. �6.,tact fflialraill it Dale In WHIZ outside thin litunillstant lonassure 1 Drexel Meal Roofing Spitsm, 0i 10ri OW 15M. DMC 175S Di 9006, Y. N. owiczy Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pag,e 2 of 4 lMr2022 Q91 fft Date Date pending 2& Type Version Manufacturer Contact SL License vallicisted B Validated Sublin lifted Iiii Approval Abproved status Revisnpin 202o Thermi Corporation Steve Jaspeason Lynd- F. SchmidL Pi Ryan J. King, P�E 0411 1 =1 r2i 04fi 051Q&2021 Alair-ed Categoi Exti Doors (W) B43-7626 PS-43409 (SI S) 767-6655 Subpatedibi 511i Exterior Door Asaxismi iijisapersonlijithermi Compliance Method: E-1-ti- Riedolilinam . in Florida Registered Architect i licensed Florida Professionel Engineer AnibrovIxtiftritil" Aportivaulforl.1 impact Design S-91 Number of Name Froductl[lescrurtlen Contract Exivirstion Date In HvHIZ outside 14VHZ Resistant Pressure 1 !11.!n!L1iberCbssa and Smdath-St., Nominal si &quotl rnpacAquoi Opaque 11211 No Y.. Yes WA Composite Edge Fibearglass Single, D... 2 b. Therma.Tru Fiber-Cli,ussIc.indSrixactin,Star .in pt"r 0 O"u" 17/1 No Yes Yes MIA 'Contrioste. Edge Fbaingioss, Single &;,Cvvith Zidialire(s) (ImsyhogiOutawrrli�XO: OXcrQXO aninfigure 3 d. Therma-Tru rilbei and Smooth -Star Naminal'=9:8 &iquaimpacAquot Opaque 1=112022 No Yee Yen, MIA Composite Edge Filiergliess Double Door wth or vAthoutSidelitm(ins��ing!Cuts%ving; )O�m i canngurallons) 4 1 Thermai Filber-Classic and Smooth -Star Nominal 89439;6,&9uot:impact&i Opaque J213112022 No Yes Yet Ni ,Composite Edge F�oerjlRsa Single Door (Insw4oulmi X configuration) 5 s. ThermamTru Fiber -Classic and Smooth -Star Nominal 011i iliquorquitipact4,qui Opaque 12131t2022 No Yes yes MIA Ccrapoeite Edge Fliberghass,Single Door vvi Sidwitei (1-i"ingioutisi XO; OX car OXQ configurations) 6 f; Thermai Sbexr-Classo and Smooth -Star NomjnaIS&0gr'1I1,quot,=lqv0 p,quo 42131=2 140 Yins Yes WA Ec'� 'bal loar With or ceinfigurstri 7 1 Thermi Fiber -Classic and Smxootlh�Star Ncm=39,,i9l� luotimpactitcluddi G zed ==gi 1120112022 No Yes Yes NIA Court agile Dool (Ims,singtout-4. X urai It, Thermai Fber.Classe ardErvockni NoMlnal,6&039;8,&qu6t;lMpaetgqWt Glazed 128112022 No Yes vs. NfA Composite.EdgeFiberglass Single Doorwith Scialki (linswnginOut5i Xi OXb config.ratici 9 i, Therma-Tru Fiber -Classic and Smvi Nominal 6&1 &quatImp.ctIt"i Gazod 112J3V2022 No Yes Yes NfA Compicitate, Edge Riatirglass Do.. ., .11, air AfthoutSidelites (InwingfOuttivAni OXXO confIguationsli 10 Ther-Tru Fiber -Classic, and Snecath-Star N.ml..i 811 G and 12t3l=22 No Yes Yes NfA Ce Edge `:1t11 (In I uti Xpo 11 1 Thermi Fiber-Classicand RrinoothZIar Nominal 8&#89nijdri j =oj; Glazed 12fi No yes Yes MIA Composite Edge Fiberglass 51ingle Dooi 5delita(ai XO, i OXO ci national 12 1. Thermi Fliber-Classic and Smooth -Star Mani 8axi Iquot'impactilquot Glazed lZf3l/2022 NO Yes; yes, MIA Composite Edge Fibinrglass Double Door Win or �Mthnnut Sii (Inerming/arsiving; XKor OXXO cii13 m, Th.irma,"i Fb&-Classlo and Smooi Nam %'&Aquadmpaci Glazed Molded 121 No Ye. Yea. MIA .Open Composite Edge Filarilfg1ass, Single Door 1 14 n, Tharm-Tnu Fib -Chi and Smoth-Star Glued Molded 1211 No Yes, Yea MIA Open Com posts Edge FilbalgessiSingle Dow vAth Glazed Molded Open $Idelbi (InsivingrOutsi XO; Ox or OXO co.fiaudididi 15 o, Thermi Filder-Cruseb and Smooti Nominal 6&11 8 &Auot;lmpact&quat;,GIuec1 Molded 12ri No Yes, yes. MIA Open Composite Edge Fiberglass DoubleDoor vAth orwillbout,Glazed ad Ooen Sidefivs _1 nsAingloull I. OXXO coxif�'qtrnai II 5vixinglIXX 16 F. Th.-i Fib-Classi. and Smdxdihi Nominal Bali &d.juctImpactilquidi Opaque 112ii3l/2022 No Y.. Yee, WA Composite Eago Fiberglass Single Door wO Molded open sidelitzi OX or OXO configurations) 17 q. Ther-7m Fiber-Classio and Sinvooth-Star Nomina i S&439iS 11quotImpactkuoi Opaque i2ti NO Yes Yes WA Florida Departmord of Business-& Professional Regulation 11 of I Building Codes and Standards 110=21 Product Approval Application Detall o i i i r ilimi i 1 i i 1 � serenade: 1: Data Data Fe.dinar 20 71 vension Manufacturer Conta, arard"m 6 License Validated 5V validated atidbinflitted Rao Aparov Approved atelus Revision 20Z PoTinckatries, jare Resi Mliurl-Ddis Ei -'C�R Mlern-Did, SOCO - VAL 1111912020 101 1112412020 Approved category; Suli Dexra (a4l)486-0100 (786)215�2590 S.bcahigorr Slaing Exti Door A.-InIhs jr, -kI@pglnluAn ComplIen-All d; Carl", Lon More or LlatIng cualltv Assuriani Await for tres Arxeroved for i Met= Mai flumber., Ms., moduct lb-pition on Date in HWZ outside HVHZ Freshavair priessun, 9 70 (Lari Mta�llblri Vii 8111 Gai Door 041412021 Y'm Yii,s Y. i Categoi.ruirl'Subcategory Manufacturer Product Descriiii on Approvat Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS IFiber-Class,ic A. SWINGING ThermaTru and Smooth -Star (INIONi-IMPACT) FL20461.1 +67.0/-67.0 pst 12/31/2022 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FI 20468 +67.0/1 psf 12/31/2022 Therm aTru Fiber -Classic and Sm ooth-Star (IMPACT) FL20470 +,80.0/-80.0 psf 12/31/2022 B. SLIDING MI Windovvs and Doors Series 420 FL1 5332.1 - FL1 5332.5 +40.0/40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38,.71-38.7 psf 4/1412026 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) F L8248.1 0 +30.0/-33.5 psf 12131/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16X7) FL8248.11 +34.4/1111111 psf 12/31/2023 D. METAL LOUVERED DRS Curries Diiiiiiision of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL1 1537.1 N/A (see inst sht) 12131/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/1 psf 10/81 2023 PGT Series 5500 FL239.2 N/A 7/30/2025 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 F Ll 535 1.1 +55.0/-55.0 psf 2/1612024 C. FIXE D MI Windows and Doors Series 185 F Ll 53-49.1 +60.0/-60.0 psf 413/2023 PGT Series 552-0 FL243.5 NIA 4/3012025 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/2024 PGT Series 5,500 FL261.1 N/A 5/2612026 E. OTHER 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL1 31911 - FL1 3192.2 A. SIDING NIA 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit F Ll 5272.1 - FL1 5272.2 +75.0/1 psf 12/3112023 A 1pha A lum 1 num, Inc. Solid and Vented Aluminum Soffit FL16544 R5 + 54.2/-54.2 psf 7/3012023 C. OTHER 4. ROOFING PRODUCTS A. AS P HA LT S HINGLE S ]Tamko GAF 3 Tab, Dimensional FL10124.1 NIA 12116/2022 B. UNDERLAYMENTS 151b Felt Underlayment FL12,328 NtA 6/29(2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 919/2026 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12131/2024 Lomanco, Inc DA4 Exahust Vent FL17202.1 +97.5/1 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849�27 - FL7849.28 N/A 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 10ONS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL1 7679.1 +01-180 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 Storrn Panels FL178691.11 NIA 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 FL1 999.1 - FL1 999A NIA 12/3112024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 12/31/2022 C. ENGINEERED LUMBER Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 NIA 3/31/2023 -.Weyerhaeuser D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 NIA 5/21/2022 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1 774 Iti 5/2512024 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 3 IJ25022 mom 92a Entity o Pik Date lojendina IM Wri IMnufacturer conta yaliddi validated Ultbritied f8C Approval Alilitgued mu Revision 2020 Thermi Corporation Lyndori Schmidt, P.E. Ryan J. King pi 07M=20 07MV2020 07]1 101`13/2020 Appirovei Cabolici Exterior Do (900) 842"7628 PE43409 (813) 767-8555 SUbCatapri Svinging Extei Door Assernalies gjasbarsoneiIthermatri Compliance Mottled: Ealustion Report from a. in Florida Registered -Archriteat or Licensed Florida PraIressiani Engineer A= le" Approved for Use AD130 i i use S-9 Prod Ili Model, Num bar or Name ProductDoserlmlon ComtractEftiratimin Onto in fiv Outside KVIFIZ Pressure 1 a, Therrini Filber-Classio and Smooth -Stair Nominal 6itfM 8 &q"ot: Oamposh Edge Fiberglass Impactilitri opaque 1MI12M t' n2le Occir yes Yes Yee WA 2 b. Thmil Rber-Clai end Smoth-Star X -irffiguratorl Nominal ii tiquotimpactliquot,Qlaaque, Coni , iter, Edge Filbergass,Singlis lwi= Doci Yes, Yes yes NIA 3 c. Thermai Plber-Classlo and Smooll�stsr Sidelte(s) (InwAng/Outawrip; configurations). ' Nomina 16111 ltiquorImpact6i,quot Zdmposrti�Fdile Fiberglass Wthout'Sicialliters XQ; Oxor OXO Opaque lVain= Double Door Wth or Yes Yes yes WA 4 d, Thermi RiberCassid, and Smothister (InsviiinglOutei ponfigunatiori Nominal 81111 &quoMmp?ct&qu0I;,Ppai Composite,Edge Filbengliss XX or QXXO 12li Single- Door Yes Yeg Yes NIA 5 li Tihearni Fiboar-010.16rand Smoli 'aslivirt Oulawing; X-confillarati.ri) I tl'i 0 8qLdltInipbt&q.cfl' Composite rdge Fiberglass Opaque 12islacm Single Door qfth XQ. or yes, Yes, Yea i 6 t Tinemna-Tru Fiber-Ciassi and Smooth -Star Sd#Ilte(s)'0:);vinWOuh-i configarsto Nominal Bili &,cluMlimpactli ComposileEdge Fiberglass Skielitera Ox OXO Opaque 1 m1f= Double Door With or Yes. Yea. Yes WA 7 1 Thean ajru Fil lbia,Craninic�iamd Ernoth-Stiar ,,Atho.t configonird.u.) Nam t fpljl II'4qudI:,.1r,,.sjTquc1, am I". , lis Edge 30(., 0)0' 0 Glued 'I V3ta= Door Yea. Yea, Yaxi� NIA 8 h. Thermi R ber-Classic, and Smit"tar (Insviilng�iOurlsnini Nominal Wi It Squotimplictiliquot; Composite Edge Fibeiglass Glazed 1 Mlf2= Single Door vi XGj OX QXO yes Yli Y_ MIA 9 i, Thernni Fribee-Classivand Smooth�-Stojr configurations), Nami 0&#i 9quicLimpactilIquot: Oompicalite, Edge Fiberglass or Glazed 12131 121= Cou We Door vi or Yes, Yes, Yes NIA 10 j: Themni FIbisr-Claterald and Sincorth-Slar Without Siceii (In#Mng�0utsvndi configuraftlanai I NtrminatM*�9111F Cantiodede.5.1. XX of OXX0 qual; Glazed 12,31 yes Ves 'Yee NIA 11 Ic Theari Fibear-Classic and Smoolki (I nswingrofilivii X donfq�uxf.i Mani 8&#3.9 0 8iquoMmpact&qu4,GI2zad ComposinsEdge Filbeiglass, 12ti single Docri Yes Yee yak W 12 1. Thermi Fibler-Classio and Smooth -Star Sicleli (InsininglQuainving: conlit No. uriiaab' In. 0 squoOmplactliquot Composite Edge F" 19 X0, OX or OXO Glued 12�31r= 4 � 111" a D= Wth or Yes Yies Yes Nii m, Tremini Floar-Classic and Smoothi vvithourtsiceii Nominal 63439;.6 "1 to XXar C)MO 1�0 L" 17J31,2022 yes Yes yes NfA 14 irt, Thermi Fiber -Classic and Smooth -Star nii, (InwAnglOulaviiingi go, Nommal 6li aquatimpactliquoij C." Edge F;lbergass, �X PrQXO configurai bpiqu& QJ31t2022 Double Door with Yai Yeas Yes NfA 15 c.-rIverms-Tru Filber-Classic and Simpthi aq,=,I.P." di OX(Oobinfiguration) Nominal WWO arri"Ima"c"I"lot Compoilifter Edge Fild.... &ii Opaqua 12,fi -Ingle, Door Wth yes� Yes yes MIA 16 IY, Thermi F1 ber-Cassip and Smoedthi '14 act�quot;�idelitei 0aq'=0Z'n11 X0. N611i 8&ni Compi Edge Fiberglass '&qudd;Naa_ lrpct&qu 2J3112022 Dou ble Door ini Sidalittes Ye. yes Yes WA 17 q. Tivani Fi lb-Chiaisic,and Smooth -Star at; C)DTcarri lip ) Nominal 6&#TS 4u:* Compi Edge, Fiberglass (I nsining/b.twAni Non-ImpaclAqual, Opaque, 12J3112022 StigWIDoor Yes Yes No N(A 18 ri Therma-Tru Filb-Classic: and $math -Star N No i ii aqu(t Opaq%te 1211 Yes. Yes No MIA 19 s. Thermi and Smooth -Star Sclelitei �Nom ne, isa S; 6 8qwa�Non-Impact&quct;,Oxaque C libe;g9alss, SLEft%e OX or OXO I V3112022 16, Coor With or yes Yes No MIA 20 t Thermi Fibef-Classic and Smocrith-star IF t�mp or Inavin configurations) Nominal e0SS.D,6qwot:Non-Impact&,quot Fiberglass ing XX or OVO Opaque, 1MI12au Sinitic, Door Yes y1's No Nii 21 u.rhemni Fiber -Classic, andSmooth-Star in-Anifoutsming; X 6-figweli-) Nominal,8441ii 9qubt�Nrm-Impact!3ii Composite Edge Fiberglass Opaque 1=1=4 SingleDoci Yes Yes No MIA 22 v. Thiarmi Fib-Closi and Empoth-Sid., Side!Wa) (havAnglOularviiing: 2ft N.2AzI=o &q.rdt;Ni Cormlocrate Edge Fiberglass XO, OX or CXO InninqLiIii Opi 12131=22 Double Door Wth or Yee Yea No N/A 23 w Thilarme-Tru Filbor-Classic and S�mcci configurations) Nominal Wi "Ndxn-Jmpact%qi Composite EdgiaFibergass OXXO Glazed 121 Single Door yes Yes NO MIA 24 x. Therma-Tru Fiber -Classic and Smooth -Star In _ng=Inggll.co�l" N.iminal dr, Composite Edge FiberglaisSli , - 'rr:aftliquot Glazed 12131=- Door I vAth Yes Yes No WA 25 y.Themi Flicar-Class!cal Smooth -Star configurations) "am 'Mid C. I�Iite 4 3% Yb, OX or OXO 'Pikin-'Impaidt?'quat; Glaz" 12J31M22 Yes Yes 1`119 WA 26 z- Thermi riftir.Clasi and Smooth-Satir inithout Sidialltes (InsWrigfOutswirg; configurations), Nominal 39:0&quo, Composite Edge Filbarglians, XX or QXXO 6 1 c.o. az Single Door Yes a MIA 27 z1a Thermi Fiber-Claselic and Simoth-Star ' (InsIvingfOutievi X Wrifigunation) Nominal �Ai 4aucitNon- 0.0lbositis Edge Fiberglia. m6actilliquot; Glued 1211 Siti Door viith Ye's ye. No MIA 26 A, Thertme-7m Filber-Classic and Srnooth�Stsr =swriVOWISAini n1s) Nominal 8&439�O 9quothilon,Impact6i Q)(i OXO Glazed 12131=2 Yes yes No MIA Florida Departmentof Busini Prolei alRegulation fort Psi Building Codes and Standards, I 5dol Product Approval Application Detail code Entity or IM, owe DrareFeridne, Us TV's version Manufacturer Conrad limirsitiell, License WaNdalad My Vialklitad autionnithad FRC Acituraval ADMrvd status Revision 2024 M[ WitalMs and Does Brentlati Luis Roberto Lomas Steven M. (frich, Pe 1010EY2029 10�9012020 idi 12Q 5M 20 Appi Caugli Efthor Door$ I TI 7) 365-3300 PE-02514 (717)31TB454r Itubolica,vi Slicing Eadhor Door Assemblies lasMingerammal-com carrolli mathod: Eyawaron Report from a Florida Registered Archrect or. Licensed Florida P-r-ional Engineer gerelittrAstatIonext Approved for usai mmrl, R"1911 8600 airrorbame Contract Elimination Rat. In HVH outside Hi Robtanit Pressure I SERIES 420 ALUMINUM SGO SERIES 420 ALU MINVM $Go 10X0 124311a02411 No Year NO NYA 14&3/4A.quot;xW&i MON-REINFORCED 2 SGRIES 420ALUMINUM SGO SERIES 42,0ALUMINUMSGD OX.,XO, XX 12J21=24 No Yes No NIA 9"qud;x8Usquca,NOrI-REiIlvFoRCE0 3 SERIES 42QALUMINUM SGO REINFORCED SZ 111'11�1111�15GDREW.RCIDQXO 1211 No Y.. No Ili 'dR'1E%S1'11A , q..�Ies . 4 SERIES 42QALUMINUM Si RIENFOROED SERIES �26 ALU MINUM SODREINFORCIED OX. l?J3112024 No yes No NYA Yo. XX96&q';qrx96ti 5 SERIES 420ALUMINUM SGO RFJNF.ORCM SEPIE6 420,ALUMINUM SOD REINFORCED XXX 1213112024 No Yi No NIA 143iAdd6D3,i Florida Department of Business A Professional Regulation pe- 1 dI2 Building Codes and Standards IM2021 Product Approval Application Detail 'li am Entrap di, WARNMKM,ii 111 all 20 11 1 51 1 1 lj� 11!1 11 Data AM verslion riarudaiduner Imbi Engineer IS License Vailklattiod By Valelalled sutal FS0 Amiroyal a I tartus Review 21 Wayine-Dallon, a division CrOverhilad Door 0.1i Kcmmh John IF, &0i Jeffrey P, Arri FiE, 10)1212020 0=020 IW3);020 1�yl&mo Approved .corporation (�30)7638121 (904) 821-5200 category: Etterlor 0i dkomisIxIinwaymil-clialhax A-mbi on C.mirlaric. Method: EWU90M Report from 0 Florida RegisleredArchItei a Licari Florida Professional Engineer Ai Us, Augurvad for Us, lannact sou A be,:. meres Product Destrouni ciantract inittion cars outside HVHZ ft-Inki Pressure 3 8Dmittimmoi 9USS: Max vvi 14U39; Madd height. qa�lrg 12ti No Y's yea available fir-loporfrilentivediar, section, 8DWAjWa200 #1123 1611 Max:,Mthi l41 Maxhaghl. oulti 12/312023 N. y4s Y. '30'00.33`�50 avi 1, top or Interinvediste section. it 800045100,8201 16111 Max width . 14111 Murheight. Gazing 1211 No yes yes 134.40f-W36 anxialible In tep or ruixern6di6thetiodari Florida Npartment of Business & Pricifewicral Regulation page I of 1 Building Clodes'and Standards 1 &20,21 Product Approval Application Detail ; ii; 1 code i KnELINUM Entity PA.- ; 1 ; 1 011011011111 11111111111M MENEM 2111 me Pending o" Im versort Manufacturer Contact Engi,&I-licarl Villld,laidl By Validated Submitted fSCArtalmai Arx-vied status Ranivisi.. 2020 Q'Iffiries DWi oi Inc TOM Rattaty UL LLC Troy Ellshop, P-E. 12fl 9`2020 12103ri 1211 Apploseall c at": Extoxi Doors �641 1 494-2613 1954) 94r-om "i cm.ralt.4.'exambloy.d. =I. %ift did ftn... or Lating 7, Quality Assurance Annowdlarlitse Asiveroved for Use millei Usti se" P10dat Model. likentuar or li Product Descriattillun In HVHZ Outside 14VHZ Resistant larvismu. I and 84TSingleandPaired Flush. Glazed. and L-end snex, and pairs of 1MV2025 Yea Y.d Tes N/A Dow$ hollow minal doors- Flarida Department of Business & Professional Regulation Pagel .1`2 Building Codes and Standards 115=1 ProductApprovall Application Detail i ex : xi a 1:1 Cod. ali date Date Pending ummmam date, T.". yArsor, 04 .. facrur. cantors =&U-, Be Validated, submitted i Accroval Aparmard star- Rowsm Zi MI VVIRdwsi Door. Broat Sitilinglar Ameri ArdritieCtUral &even M. Urkh, PE 11)17MN 1 li`17M20 111i Approved causiply.,vi we 1717)361 Mairwrectiner0sencei IT17)317-B454, Subcategory-. Single Hung loskirruer4mixid.carn Compliance Method: Celithostor Me* or using Quarty'k-uniance Acceraved for use *-loved for Use Impact Do-kno 4s- It Prow Moi Numberor"Mahas coneral Exathation ofies In HVHZ ouldall. Ri 2 185 SH 52X72 FirdFarti Frame IQSG Single Hung 1 Q10812023 No yea No 4M-60, L.r6hated Glass (D -Cu > 0 (3) 0 =3 CL CL 0 0 CU -0 Cl) CIO -cu ch 0 C 2 -0 0 (5 CIO C 0 .0 s C0 U_ I,- 0 cia > Cn (n CU -C= CU -0 12 . = _11-i U) Z Z W mi ci - 0 ZZ 0 C' Iiii- C) =3 L. c) C") Im IN X LL C) 0 C) CID Cf) �r 5 in E -C C < < 0 0 > a', > E c: < W 0 0 > Uj E =:3 cn M > 0 L_ > 0 < isseell 0 0 Ci M =:3 < -0 0- F- 0 W < ;Z SHEET NO. PA 1.0. I I I - I . I : i 11 5111R.111!WT "T , , �q _,W - __.- - I �, - .- l I I !; L - I I _1 M I -4-1, a) a) e- - FlorWa Departmerit of Business & Professional Regulation p.g.a a 9 I I I Ill CU (1) -4- , Florida Departmord Of Business & Professional Regulation P.sterl orl Floril DeportmentolfBushnoss & 1profess�onstl IRQguk&on Page 1,61' I Florida Dope riment of Business & Professional Regulation Pass 1 st-2 0 , Building Codesand Standards I 0&0122 Building 0 I )d6s and Standards 161mi I Bulklin I g Codes " Standards 1". �I atilldin; Codes and Standards. I &.0l 0 > = 2) 0 .4- =3 Product Approval Ap , - L_ _0 , plication Detail ___ - __ Product Approval Applicarflon Dotal] Product Approval Application Detail ProductAppf6vall Application Detail a) CL = 0 . 1 (3) CD- 0 L_ 29ft Eritltvo Date Date P& Pending Date- -0 a- . T-e verell Manuriscrou Goals Emalseer &Ucense Validated Will SUbrilitted Fell AintityVal Approved status 22111. 9MR, - J;11111 allut pl�lijgr pimill RAS , code EDIRVOr Doe Date Dole pendro axe Wit 0n1gU12!I: L I Rft a9l cars F'okinta gets . = M . R-i.i.n 2D2O. Therma-T.C.,poistion Strave'j-pamon Ly,,4.h F. Schtm4 P,,E Ryan, J. Ki , L R E 1 W07120121 qW118=1 1 Qtl S12021 12i`15r=�l Appd TVI)a Wre6h flaintiftlurar ochres 111mill a lJoerme Validated air Validated fulim Fs6jitonroval ADDio Ill 1= version ma"foaama, ,-,goal Validated IN Validated submitted PBC�Las.havtil As - TV" WFILINI cord.of Eriminsar,itucansia Voll"sal astanift-d Fe"A"'Val L Aurmaold I Jima Im -P-1 (D (D CatesiorY.1pdOrkir Docis (�Dtl) W-76�8 M-4340a, (81 3) 767245 Affirmation 20,20 PGTInd.stele. Jens Rot-shi Mlami-D.de 11000 - CER Narr�Dad, BCC0 - VAL 11,9"20 1 1 i0=29 111141?qzo Apon"W Revision 2ozo VI Wiadowsand Doors Brent SjOnVer AmaticianArefilt ct ral St"en M. Ulrich. PE lofflo`202() 1 =01�= ivlanox Approved Revi.i6r, 202a mi wirdms and Poms Eh�snt situnpar Ameno.. Alt 11.0u.t Steven sa Lkv�h� PE 1 ln2=tl 1 lazt2o2o lina=24) Approved 0 - a) -!-- e u , 10, I , . a Caragony;'Windoita ,r17),,ra5_33QoL Msnufaefu ... sAss,pl.n.. SUbCategiorp. "rig, 6g Exterior Door Asoomblies ejasperecan@thermarril I �aahoorr. wridd- tairl),486-,011](I 1 (7adiY316-naal Cad49mrIr'W0d1l �Tl?) 30m=0 M.n.1.�W,sr%Assck:I.tI.n _j7`17)317w8454 1 � I I 1 (717)317-§454 Compliance 'thort Eyaluvtjoh Ropoft from a m S.bCategO.Y."8114. ftlig jmpo'snpoo bsit1hp.0 Subdategiory: Fixed bsrdhssr4.I,v,d-M L Me 'nol sizicatogtotift. Horizontal slithis, , _.r,d. Cam Iter, _L , -0 0 Florida'Rogil Aichitect cr,a Licensed Florida Compliance Method: Certftaftonksar� a Usting on, Conifillanot Method. Qsr(Mcaftn Mark or Listing p vo Method; Cart"fion Mark er'l-tating (3) 1 1 - , - - "��,-",L�';,�,��,",�',��"-,V��",,, ,,,,,I'--#-, I--,, 1_1`��"._`___�M0V, No4ossonal Erginew , - , - - - -- , - , , z�', , �� , -0 -0 I -�F,,� '_-,,,-,_,,1,,,,i_'� - , � ,� , , , , , """"'L ..... _', _, ,- , _ , I _�,&,' �,',,�,��,,�5�'�',��5�,,�,�,�,��,�""', , � " , - 1� It, I& &-i- I 1,1'�1,111,,R-E S'_z 1'�,T'l 51-1 :��-,�-,,,�,,�,��,,,,,',,,-,�,,'-z��---,,,��-_,�"r,",�,,,"�,,,,,, , _��' , - , _ _-L, - '_ -, _',_ �_, , "",__-, V, 11 __ _1111-11. 1-11, 11 011�, 11 I -= W L � � " � � " _ T 1, I ��, _'__,_,_4"_W "" , , , j I a as 6 6 � " "� - , '_ � '_V� _,'""',; "", ,_ = 2 0 i -, - -, , _X-N, - 4-11% - , " k-M,'', n _4,w ____,�_�, , - - Wxkm �,��,_, M M 4'', _0 --- 4 _., �.�,,�,�Z , - - - _ - - -��"�, -,�, 11_7_1� ,,,,-�'-�,,�",'�,,,z,l��",zll--,-,�,-��",�-�,,,-,,,�,,�'-,�'�,,,,,�",,�-L�'ll,�,,�I � "'5--_ " - �', '"', '' " I , ' � - ��,� � , , , , ,�, - I - - giffillty,As,lars, A,-Mf,,U,6 Abstrosrad,rbr Use Irroset r"', "" ',' � � � ", ,, Quanta Assurance Aginjuvadrarlism A ... avadforthf, Impact lj-i,n Quail Aswrance AprimedilrorUse Arairrovesifol 11111040t position 0191111 0 21 a -9 3: ' ' �,�� , ,_,k__�, __ " ,�', � ,,- avaluAssurance Ardittripmedfortifis, ADD-svedforUse hinoact - 3-4 it Wool 111.4m, ifteral ., Usune, Product Veseriel C.roram Extrigifloo, cal. ILI HVHZ outside HVKZ Reall P-m 529 A Rr,d,cl Model, Number Or He- Pr.du.t Da.eirl.fien Contract E.Wralfign D.Lill In HvHz outdo, RVHZ Raststant P-sure &no Product ft.dd, Number ., IN ... Froduet Dosedoll- COal-t EXD[raMi, Data In HYHZ outedo, gvlfz fte.lsovit msaur, = I I t ii Yes S-;g Product Model, f4umbaroLNIM ProductDoscrjolJon UOPtradt Expitation Date in HvfiZ Details, HVHZ Reshathant Presisure 2 sH55oo rt-np. WaR."mPael) vihyl ta. 1 les �,W 0 LL - 91.N.nqvVird�e 07�16`2o�"L Y., yas KJA I l iLss len and rarige rnune 7',�XOZ lit.Wit GIs. 02nWD24 l Yes No .65,Jro�s 73.'Ir2 I-Ii,fed Glas. wou=s No ,Yee No t45014(), = I ti� Thqrtl�Tnl FitieT-Clsovs,io,�nd Smooth-Ster, Nominal ftill squctNon-1mpsp1Itqmt CIO , Opaque, 17J311= No ye's No NJA i;:-,- ,,- CU GompositteEdige AbergisseiaSinglo,boor I (I.Vvdn�tiO.tsvvi,gi k u.nfirgUrab.h) 2 p. Th.mi.-T. Piber-Claasic and Smooth -Star Nominal 60l &qwcNon�lmpacAquOtj Opaque IMI/2022 No Yes. No NIA, . D -a Compuaill Edge Fiberglass Single,Doon .hb E a) 0 Sio-All 0hayvmdlO-"ng� XG, ax toxo Cn a) L- -4--o li oorif,&-fi-ris) - U) 0- 'No - 40 Co (D 3 6 ThermsiaTru F ber-Clospic, and Smooth -Star Nominal 155&03B;S 8quot; Nion-trrpdp%quat:�Opaque 12t3112022 ye,& 'No WA, C CU -#..# Fiberglass,aomposita Edge Dovolis Oacir .th or C: 1= - -0 . - U) < withouirSidolites (InsvvingiOutassang� XXo, CL � owfiguretimne) 4 d, Therma,"Fru Fiber-0asiia and Smooth -Star Nominal 7&hiSig, 6 lilquotNon-ImpstroAquart; Opaque IMIJ2022 No yes No NIA ComposIteEdge Fiberglass Single Door I QnsvorigfQurss;ing� XcofifigulaiTon) 5 e Therma-Tru Fiber;Classic and Smooth -Star Ncim,-r�617i,&#019�0'&�ubE.14on-imocig�qe,ot opaque IMIJ`2022 No yos No NIA Composite Edge Fiberglass, single, Do6s with Soello(s) fl�s�-,rrgl�OutaviiniM OXor QXO . I L configuration _ a) 6 I, _�hemria-tru F4W-Claaslo and Sniodth-Slar Nomhal',t�kS;I)aquat,Non-Impaolt&qt,jot:,Cpaqu I a 1213fi,W22 No Yee No NIA Florida Dopa P.lI.1 off Florida D", Arrant of Business & Professional Regulation PN. I .1`1 F�loridaDe,patft,�rgofBLisine",&P'r,ofess nalRegulation I I , Iment of Business 4 Profsissfortal Regulation � I i* prat. I al , I Composite Edge Fillsteglasia Single Door Building Codes am standards 1 vemz BLiftifing Cbsilesairrid Standards I I ta=21 Building 66ci6i and Standards 1 WD21 (tnavvr0j'QUtdWft X�pDrrigUredQn) I . 1 7 g. Tirarm.-rint Fiber,C.4assic and Smqoth-St-r Nominal' I U#39;0 ku# , N09-Impectaquot; Cipsaiz-o 1213`112022 No yes No NIA V! I Composite, I' d ' � bocr�,�th I I � go FriberghooRs"S'ngler , Product Approval Applicaul Detail Product Approval Application Dotal Product Approval Application ottari Sidelfte(s) 0 n6Wn9tOu6Mng:,X0, OX or OXIO L I Classic and Smooth -Star op"i"gure"ool; 120t 1 2022 6 h, Th.,---r,. Fiber- Nominal 8a Graquot;Non-impactil,cuct; Opaque N. yes No NIA I Composilte, Edge Friberglass, Doublet Dow Win or 9-6- EntitV U. 11111 13'" ati 2" em". care pandho go or L I I L44 ft"dmQ Wilhoist Sidalitiss (IftvwIn10bisavimg� XY or'oxxo . I 99011 [)me -111111 -. I code 1 20 Case 20 coniguriaticins) Tv- version IlUmdglor. conteet anairwar a LI V.Iiddoo I. Volidal-mal PStAponnial Aomsosd status, DA v,naka, M,hufsuftrer Contact Ennina. & U6-o volidialad ll Vilicill sob. 1`11C Approval A,,,,,d fta Tvo. Version Mahursicturer 20lilm entill & upohat Validated subitil FOC Aml Aboro�ed - 9 i. Therma-Tiru Fiber-Classo, and Smooth -Star Nominal U#$A8 6,�uct:No�Irtip,aa*tjot,G6,z,ezI 1213V2022 No Yes NO NIA Afffthtico ZD 20 P(lrTMd.aIrI.s, j- "I'VA"k, 1A.mi-0.4a ecco - PER Mi.ni-OadeoCCO -'VAL 11WON I I MM20 11A Vzo2o A*l Revsid. 21IN VII VWhdWA and Door. sraffatilnW Lula R L-a. PE St.on M. t1fich. PE IWW02D -[W0&12D20 IOJ10t�026 IVI WOO,, Appr,wad Affirmation =0 ps`rindustra� Jena Rqeowski Uarri-Caps BqCo -,CFFR MiamiDa0sSrC()-VAL I 1AIV4 a tip5ailo 1111 1,12020 Approved Composite Edge Fibekbliss SinblaiDoor I cet-ol vvi , Ad.v,.. t9413 466-91 00 47861315-25go 1 L*agra�r..Wlndo�,a� , I I 1 2 , , (717) 365-33OG PS-62514 ,I717) 317-U64' ratagotr. Vvnam4. fe4�)466416D �Mp) 3i5-2590 (reavvingl0uh, I L wil X configuration) SUI,C.Ngolf. Fl..d Irosovsk(ApgUndustriesc subconagarr. sol paithrig&nfliminvd-tom siibq;#.5.,Y:�IvUll.5 iroopy'"kCtIppitinkluall 10 � Thertna-Tru Fiber-Classlc,2nd Smoofth-Star NomInatsW§;8 &OLiockon-Impacaquot, Glazed 1213V2022 No �sss No WA Comph-4111hal Cortil Mark or U-ting om I I I COrnfill Wtlrui�b rVaMarlon'Refoot tom 11 Cparrahamemiatuat: CarLal Mai* or U,saingi *in Composite EdgeffberglOsSS16916 Do;ir Win I , , , , � , I 11 11 ' I ,��,��5�,,�,��,��',��,"�;"�,��'�,�,',",�'��',,�,',,�,,',i�,i,��4�,'��,,,,,��',"��w""I-,z",�� ;�"j, �'t'�,�,�,�,�,-�""��","'�:�,,,,,�-,,-,�,,�-",'��,I , �, 'Z_1L `,'�,, ,OA,.� .. . ... r� , I ��_',� , , � � - Florida shared An,hiha� O, au.inted Fonda SdsIftaja),(IKai0o91OutsAvmgl Xd, GX a 6XO , ,�,Z, "'', - � v��:zk-�- ", _"IAW 1,1;'11111� S _Ix",,`� -,-�ri,�,��g�,-,��,,,,,�,�,',",��"",�, , Rm ' I - ,- , , , _'__ -L'', , , " -11, - Prolrossional fEi§ireer �, 1� - I I "I", __ - X& I'll, configurations) , _�,� _,_,-____-,___'____ �'I'�,,�l,"12""�l",",."",,-,,I.rl,"�,,�,�'Ll��-11�'-�"--,�,��""--,,"-"-�1,1�'I'll,�ll,��'!�L�,,;-,�,-�'�"Il'I"I _��_,, IRA,`,�,V�,�N 4"1..-,-�--�,�"�-"",".'�,��',�,.�""I'�� "I � - R i ��, I , , " 9xZM9R%A9N05WPMM 11 k Therma-Tru Fiber-blassio and SmOolh-Star Norninal 6&#Z8:8&quocNon-4mpacrt&qucst Glazed iww2m 'No ,(as NO NIA Quell A.-i. Apia-vedfoirtlaa kDoroved-farjUse ftwsaet Design ��,;"-A��"'�",-"""=,,��',-,��,'�,-��',�,,,,'�-'z'-�'��,;",�"','-"-"',", ,',",� , , _ , , , ,- "" ','- I'll, _ ,"��',� - , , �L,�,�"",�7,��,-,�,�,��,�,.�l,",i,-�-,�,-�,,,,,,�,,�,,,��"-�,,,��,,,,,,""",', 1 " ,"7,,,,��,�,�,,L�,,��,,�"",��,,�,,-�,�'L-�-L- _ , , ,""'L '�� -,�,,,_ �, - "��i�',,'�'_,, ', " ", "', _', , ;,�' Aounove,U)XIJ!" eased Ilsokso , , - , - - �, �T,� � , , �', , �111 os,aina Aufflig-, , , , " � � �. �,��, �',if�6,�' ", -, � �_,�x �,_ " 'Y", " "', , _", -A -,iN,W��9,�,�,', �, , ,,,� , - 1 I �, , , � , - , , , ", -, _�, Oomposits Edge Fiber,olass Double Door Wth or $-a # P�W!!�� or Rome cont-t E.6'.Vancale to HVHZ OkAaldv Ad! Resistant po,usira 11, _-_11 " � I'll, � ,Qt5e,` -�"",��,-,,�,-""�,,,,-�,�---,,��-,-�',��,',!�',-,�,�-"-,�,,�,--�,��",��,�,,',�,�,',,�,,,,� -,- K'-,--w, """,-,-�,�-,,-�-,,,,�--""��.--�"-"-"""�,, I $-fl a Product Ill Number or Name Product Vewriepon Commits! Expiration Val In WK Outside HVH resistant Pressure WthoUt Sjdelli,69�tln Lose"'rig;'YO, .I 0)0(0, 6L I.Pao) W"'Ve!"P 041136)2PS Yes Y.a Yes NIA Asprovedr., us A -id to, U, arrests Million 1 Mullions, 16 1 o',solgistamicria) 'SW69to I s�# FrodLaat laodal.,flumbor oril product minsiftis., h, HvH ml.ld. 14VKz Resistant prustur, �for)91 Dow a dWinricsym Aluminum Muffil W26�2026 Yos yes yes MIA 12 L Therma-Trut Fiber-Classu, and Smooth -Star Nominal 7U39:0 &quorNon-mpact&quc,t'GWz6d 12i3wo:22 No yse� No, NIA- 2 V84 V-6-al Al., ith- Nulls. '12;3412C24 N. Yea Yes NtA Z ' L I CoMpoosts Edge Fjbarg"-Sjngje.DO�r L 11 L ons"vin hg;,Xp nfiguistion) Vauts 1� m, Therma-Tru Fib-Clessic and Smooth -Star Nomi ��993�,�O-�qb��,N..-li�,p6d&q.��; GI ... d 1,2131 =22 No Y No NJA , Composite Edge Fiberglass, Single Do" %Ath SideReja) 0ns-WnsIOuteJvng;XO, 6X or M wrifig.fard6tisi 14 h. 7herma-Trut Fiber-Clante And rrsnooth�61,ar Nory�i-ml,gk,903910&qUo�Noh-]MpooMqb&. Glazed 1,2)31=2 No Yea No NjA Composite, Edge Frinarglass Single Door imskongil vVing, Xconfilimadoir) 15 lo. Themos,Trul Fiber-Chasso and $m6Ol, N6m'n'al�8&#39!�4qp"o.n-ImPR��v&, Glazed 1201/2022 No, Y#6 NO NIA � , , , I , , , , Oo.ocssrls ' e - Ed L be ' FilaiMles ' s'SirigIeO.p,*th I I I Z $4,slike(s) Onewitilci�h3vishil Ox a OXO oonfigurartione) I Florida Department of Business & Professional Regulation flsss,rf�ri Florldo Department of Business & Proftissionitif Reguladon Fage,2 of 2 Florida Departmeritofgusinesq,&Proe!sslonWRe lation part of2 - I I , , I 9u 1 16 p. Thermas.'T,u Fiber-Classfic, and Smooith,Star NominaV8'0 riquotNo�Impactliquot Glazed 12;3112022 No Yes No, NiA Building Codes andStandards 11012V71 Building Cod" andStanclards 1wrwj Build n'd Codes andStal rds 1*2WI Composto Edge Fitairgess Double 6ocr �nvifh or Will $R10lites (Iris�ving;)Outs,�mg: XXor OX=,' ounfiguations) Product Approval APPECAtlon Detail Pr*045tApproval Application Detail Product Approval Application Detail 17 q. Therma-Tru Fibor4l and Smoothi Nomi�aj 64*13S;8 &qu&tNon4mpad&quo(,, Opaque 12AJQ022 No �,ds No N16 L Composite Edge f1boaglass Single Door With , I . I W Transom (oavviftglOubwyrig� 6A configuration) - 18 r. Therma,'rru Fbe,�Classoo and Smooth -Star Nominal eliffi$9�8AqUotMon_11impactaquo� Opaque 12/31/2022 No Ires. No NIA cotk 9wity or od. Date Paht siougnp, bia_6L 22111 Matter o , Doe 2a Cam Pending Dal* Cod. tirdifif 217 I&I JNL. I Data lsm Qcsrrr�ite Edge Fibeirg! ass, Sing t. D vAh 1621, Verorflon katanufactUrror I Qal= 91,411,14T&IJ000" Anfludatod 5, Validated Submitted FacArs.r." A.m.. ,status IY21 wwon WhimiI.O.'ar centad Seats ... A, Liaomse, validated 13v valtdaNd allailitlaill, F8C Arstroore Anor-d at-trus, "N , Pit. 1-mom, Arwroved Mai Sidl , a) and Trans.. (insiv�hhgfWing�,WXO, - _* ,version mahuracniti coma seal Ucknii valkhaisol lw Validated SubirsItted MANTAval 6fox orbroxa conflpvr�abcrrs) ftvai. 2026 jarn. IfardlolaWkill P,oduttaL 1-e;, 1�h*d Djoicks. V, Al Taft Jdh n SMIl P. E. ovaltilo2i 4Vf412b10 aiiawon dog F8C Appir, Ro,wvon 2620 Alsks. l Th-p- Lyndon P, Schmidt, P. E. Rwa j. long. RE, 07J1W2t21 s2n=21 62Q212bif il Approved Revision 2020 W fibialhml Sfi.h R.b.ft,Nii.i.im ,Idhn W, i"ezeNich, PE "Fz(V20K 092W(IN lop2QM 1211,6129210 Appr4,ad 19 ,sr Thuarma�Tru Fiber-pasaip,andSmooth-Star NoM,niiWW�OL&,qWt',�(on-]Mpaa&qU6t'opaqUe 1213112022 No ye's No NIX callow. Kno Wells (90g) 545-83!59 PE�tr!662 f152)L�167-2525 Cat.gmi, P.-I w.ffa (33D) 922�23813 P&4309 lan) 7E7.6555 cateoroni; R.,Ang tafio)7,e,;�il pc�lsorlqe 4054) 772-�22:4 1 1 L C , fal all is" � 0I A�ihcaterkinf: 0aing 0sLd;A,rck.0A.eaha,d Ilubcaleg.rT. swa inthompsor&l.d.-in G.K.1.4o1j: Asphait'shuriolea rnsfichagatc.m "I L-on I C.1ripfl-likid.shod: F�ol-.tl� Report fl- . Compliance Mal EvOU416ft Report from a v,An I u :")c � Koloxg u it"' 'e*` L, mi an ll corfigura "a _= sold ag, ' 6 , Cs"'pus " Goinfinuo.s. I an re , , Florida Rae=. I'cr . =dl Florid. Rog)sf0A,�hK%t.rs,LIo&n Florid. RofidgR Mored Arohikoit 0 a. Licensed Florid a 20 I. Therma-Tru Flbar-Classaic and 8mooth-Star Nominal ;0 �j - qu Opaque 122112022 No yes No N�A FrosealWal t�rigina,oir I I p,proison.1 6Itiriasr 1 - ProloosioNal , Enil 11 I composite F a I re rigleboorwItth I I Col I us He sin 11 it 0, , - ffl' '111 '11"�,'�� - 1, Scissfitse(a) Ora . . . . . u ;, . I h Orl dX0 M "o - I - I I nal'6&#3 L I , 21 u. Thiairma-_Tru Floor- Clas,kle and Smooth -Star Noll "s eri�ll , a uoc�tlhaZod Qdli`2012 No Yes No NYA 'QuisliltyAsslionve An= Us. Atatro%nal ter UN Im C-an Q-4h Asw,-. Approved for U, Aisorov,dforUse, jill C"I- Awl for Uft "proved! fory I 1WA& NeIgn , I "I sea it Product Model, Number or Name Product poserinds. Contract itabireflon Duo 0,011(le j4vHz �Reslslanf Pressure s-44 Prosaic! M.d.1, Number., No.. Product Dawription, Contract EXpiratIm Dat In HvHz Outald. HVHZ Resell prear... - pr.duet tool Nk.b. . Wm. Product. alivrialtion I s, to TPARZ W,14, HVHZr Resists I,.,, composite, 'Edge, I rg ' gle Do, � vAth - - �� I ads I Aite(s) Qnsi'mirgiowtsvoing- XO, Ox or 0X,Q 1 asaripil-ok Lap sidh,g lbar,Fmaaf lap ail 1Z13,1nQZf Yes Yee NJA WA I a. itquot-,217�*Iif: Sbtk VsmLoroalovarviaodit 121,3112023 l Yes, ,No NYA 1 QAF A -PO -it R-6l,93,14" Floeirghes, ransf=W 140b, I"nsttif. 511taft.irol `�V1642072 No Yes NIA NJA Continuous Head and sin mnfigu�srtipara) 2 fiardi,Pla�k Lap Sdiol 11-0m"t lap sldilg 1"112= Yes Y-� NA WA 2 b� &q.i.tAIW.T4&4 I upt:wdhi V.t,t or Scio vanyl Soffit 1wir2m No Yes No fUA hipfthove asphalt stflnQ165 22 v. Thianna-Tru F ber-Classio, and 6mcOtV$Wr Nomnelg& :0:6&quo,�Non-It�padftu'otGla�e�d 1 WK022 No yes No, NJA, , 3 1 c. &4tatbroaneria, Viniago, §.sdkadlt#*,,soti I " I , , O&Q�ot:L5'' pl",S�'A, L Vain or 80d VeASisill, t 12111=� No TO 144 'NIA " Compipiths Edge Fiberglass, Single DooT,Mth 4 I) sou v"It or sold Vinyl soft 12slhM��l. No Yes No NIA C= , =,Q=WOUta,vmg XO, OX ar OXO 5 , &qud,,0h.I. OokUpoti,ecin, V.-tor seRd'virryl 8 , . L fit 12i311,2023 L No �s� No XIA " , and Sill c&figurabons)� 6 f. &quot,,Supmr Span&quc� Soffit Vent or sdid V44 Soffit 12M1,2023 No Yes W NIA 25 �W. Therm-l*ru Fiber- , Classic and Smcicth-Star Nominal 60$0,8 icivot.,Non-implodcubt Opaque I 2�500�2 No Yes No NJA - Composite Edge Fiber2law Door Panels Wth Ventedl Sidplir* I . - I I , Q �iria,,,in gj10,Abrvv�; XX XXX Or XYM YP 1 rifigursio"') = 24 )� Therma-Tru Fjber-Czaaaoarfd;Smo0�Star NorninIftiftl liquotWon-Impaotiquort, Op'aqme 1 2�31IK2,2 No Yes i'19' NIA I 11 Compoete Ed Obb"Osirej. �4dh I - 0 Sideslil (ILmle Fiberglass Vant,ed I = [ C) s4nigibutsvving. XK W or)=x �; 4 -fibu,"ons) I = 1 u M 25 y. Them-a-Tru 1=05er-Clast'aand -Smooth-8tar Nominal 6"39,,8,&qtes�,Non-Imprad" Glazed 12r31120Z No yes No WA 1-n Q IN composite Edge Fiberglass Door Panels vvith Vonted I a Sldelifai�a) (InswinglOutswing, )O�W or �0= Florida Department of Business i Profelseltinal Regulation ji,ost'Ll orl Florida Department of Business & Professional Regidarlon page 1 41 Florida Department of Business & Pirofessional Ragplation X . . I � I I I I - I L , I L Paris, I di Winfigurailsins' Codes and ftryderdS I (U LL a I ) Building Codes and Standards ittialo2ol Building 1611621 Building Codes and StandardSL _ 26 ,z. Thermes-Tru Foer-Clasaii; and Smooth -Star Nominal BU39l &,qvvt;Non-Impap&quot,G1[ai:ed 1MV20V, No Yes No NIA L I 18621 I , , I I Cqmj�oiata Ed�. Flbarjf0s�Oadrr Ptinake vArl Vented 70 C) j_ sioelft6(t),(IA'��nglout�whg:,Ikx� xxxor?cxxx IlawductAppirl ApplitAtill Oteloril ProduttApproVal Application Detail Product Approval Application Detall oonfigunnihon�) 11. I I L c N X-- 27 za. Therma-Tro riber-Classio end 8moth-3tar Nominal 08 &quot,Non-Impsa;ftuz;t. Glazed IW3112W No 'res No N/A i i I ; i; � (j CIS C) ca I I . ossibleagaidavest � I 1: , ! I i I I i ;i: � ! ii; i � i i i I 1: �i ;I i!imi offis !: I I Compozite, Edge Fiberglass Single Docar with'36#391) Ifill"Zom 11 ummalogm@Fmffomili! : �i I 1; i maynnim REMINERWHEIRSEKAINK914MISM I r -0 IN 2 ScIl 0#.Qi0,AaWng:� XG. Ox or OX0 Cod. EAtv, or Dara pprafro tosile folliv or Day, ftg I "Nufalitins) � 21111 Dato ,fts I - PAI DW-L idna Pat - thma gas, 14K.- note - a) (D 28 zb. Tliorma-Triu F(bgr-Olassil Srho6th-Star 14ohiim(64�#�32:8&qvllk;t4ofi-,I&"td&quat, 31azed 1201/2022 No Yea, No NA T".. V-1. iderier.sta,re, cardast endism A umnie, Validated Rv Validate L Submitted I'llicA.-I Anonave state$ T"d. Ve.1..'L stiftfs" C-r4av' Eoraheira uigifao, ViiUdl 94 Validat Aidinitogid FiacAesn't"i.1 Atiormy, else- T ct� sat"', a) 11 I -.L-- wraloo 'etairuil jansjroa.eauo.iii6 Will By siall druti-14toid FBCAop.-I Ap .I- .,-;. -C Composilina Edge Fiberlitasta Double DoorLWffi R,evl 202o TAMKQ SuRding,fricoluds Ll !�sm EgonL RtOckNiormtron John W, MozeLyicit, Pe 1004rz(i�g 994�9120Z mizi2o2o lzils=ts Appd R.vision 202a L,V, Thompsch, Inc, side Thmpon Architectural Tory Chriemon ZachaN R. Fries]: Steven M, urith, FE OW712020 osilanoz =22f2rtll 12ri5/202o Approved R.vi.s., 2ozo Florida Model Produtts, Inc Clark Jones James, L. sucker P.Ea ,Ste M. Vol PE ,OW7M29 '"i2snw7a 106412G20 12AW2(320 Apil a) ,., C L ' - ta5(1ms"rsQ(& 4rrg;O��O " , I I I I I . I - L � - , , 11 , 3809,0 bridelT matmls cornparry(tAUC Or, ifll�) 248-1456 PF-74021 1717)317-8454 m Riedrui U) I I category; Roothst (07� 624,8844 PE-59166 i054)771�8274 I L I (904),783440a C Bucx eRsoneering , , i7l r)317-8454 . - f__ conflaurati-n) I Cate": Rooding, terisro-opmed.1-firig.- caddloori. a _j= 29 zQ, ThQrrro-Tru Filser-Cat"o ond,5rrsooth�ftr Norruinal 8&N39;0,&qWiiNon-jmpaqtl Geavid IV31=22 No Yes No NIA eubCategaril Undlesicytnehij karrf_ade6dI*7*p.00m , q.bCad.opfj,.,R1nqA�c�,osin.s t1l an earrm.-orn Pr�312�2 I I , ComplIams Neolhodt, NValusiffer, Report Urn a SuhGalegory:ROOmilAocessartess met are -an Integral P;k�ofma RWallif4laytidin, (20 E t-- < I Composite rdge Fibeqlaso Single Door with 39#30,0 Florida Regloarad Archit I Oetal. Uven-d R.,Id. rrtag;�l F I .rhAth. R I ling System Co.plaile. Method; evaluation Report fruirts SidelitaN ol,,imogloutawrig; X0, Ox w OXO 3: CU , I I I Compfifarre. litethod: Evaluation Reparvilrom a FlOildl RqIsloradArchitector a Loensad Florida < 0 oonfiguration% P,.N.ionel Eriamear so zol. Tbamw`rru Fibet-Oassic and Smodth-StBr N"nal 88#3 :Cf,&quot:Npn-lmpaa*uot"Glne'eI 121$1=22 No yes No NIA __,�!,,'_ , FIm1d.R.9r.W.dAr�hA.ct 12-saff'ond. P'.1-i..al Engineer 1- 116- ,��,�,��-,��,,��-,,,,,,��,�,�,�z -,�,,� 11 I �11 �11 -1, � �, I 1 111 t,�,-,,,��rm ,-�X,n� () ", ,��!'as�',�M�'-,',��- 2,04*4-�,'i'Qaakl ,,��,,�",."�� , ", ,,,�',,,'��,',,�,�,,��,��-,��,'�!,�t,�'L"�14",� ""'i"'41 � ,,,'�&, - ", - " - , � �� 'll""I��,�.11",-.�-',�,-4��,�',Y- , ,,�,-_'3��,',j"_'�7 , ,,��4-��,,�'Ic-��,'�,',��,-�-�,�,-��,'�,�g',"�1,1-�� ,',`S'�, . �� - - I ,_ " - 1, - ; _�,' '1�1� - � - -, ,,, "i ','�", ��,�,Z,��` �',,4' " ,,_,,^%"','-,,,-� s-,"',,� �,�,"s"�,,�,,,,�,,,�,,,,,,�-,,�,�""","�,,,,-,,��,,'�,,,,��,,,,,�,,��,f�"i,?�ge -�-',-',�,�"-,-,��.,,'�',,�",,-�-�,,,�,,��,,�-�,,��l,,-'�-,�,,,� F_�` . ftar'soadr.uso Atiordysd1gruss 11112" - , ,� - 4 , `�,`, ,�,�','� - ,,�3,'� '31-,'�,�'�;� - - ,� �� I - ,,� . 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Z,��2�71 %,��,�, , - - - 3: , " , , u, PrOessimal Eingineer o��,�f�"."',��t,,,�,,,�,��T,��,,,�,�.��,�,�,�!�I , _�� , _��,'_�-._a-, ,""', , _'��'��', C,ornpositeEdge Fibergers; Double Door with , , �_t 6111 1 � 1�1 ', ,?��, f� � ��,"',_',�' " _�,",�';-,`,�L� ,' 0) _�,�';'�' ��,�',',,,,�,��,�,,'.,��,�'�'ll",��,,�,,,,��,,,,,,�,�.�,,�,��-,,,��,,z'�L,,-',?,��-,:�,�,,,,�'L.,��,,',,,',�",'��"-f;z"-"��k"�,�,,,,,��,��-�,,,��-,,��',-'.'�,.,"��,;��Z�, -0 � , " 0-FW" '�Ix `,' , " ," - , ��"',�,�,"'�,'�"," _ ,�, ��',�L�4'��, �_�'. _ ,� g�'ll'i'�'ll"",-��,v-�,-�,-,��,��?, ��,'��"��'fO;;, _<g-, _ ", ,,� ,�� 1, i�� ?: 0 ", '',,�"-"�'I'll,�11-11,��,,�'I'll,�,,��,.��""iL' ,�,`, �'�,__; ,'� _!,, , I ti as, TharmQ,T rut Fiber-Clast,i. an (I Sirrooth-StOr No NO am Produd Dgac,ki .*-&.i Expiration Date I, HVIJZ outside l4vHz R-kasif Niimoa , I I , Qu-alb Assurance Aintev6d fea Us,, AggsovdifoiUsig Miliall' Mlililo L < . - Q Nominal U09,0 &quot�tqori-Impoat&quot,',,�hok� 12131�20�2 Yes NfA. Ill ti,odudbi.dal. Wmber orm , - �� - � a) wriligurabon) 4""MW1,11 1,�l,�,,��",�,,,�,��,",.��_,,�,',,�'-,",,�,,,�,,"�'I'll��,",�,,�lli��.,�,��w,,��,,,��-Z""",�,�,,�,�,�-�-�"-L �l'.1,��ll,��'ll,�_----,�4NTMMW54m3��,�fV�lM�5��A*�Ln� �0� - ,,,,,',`�-,,,,-,'Fe `;r-,,,,,�,�� a) C TAr,qKo Roof Underlayments (HVFQ g"itir Assured" ApproM for Use AltpgaW for We Jult Ill" P,.,Iiuet ri..dhob,l, c-d ", to HvHz � olikods KvHz ato *6moc,9m =dgke Glazed riloarglass, Simple I'L Root undeflaymairits for use in FBC HVHZ O&�112023L Yes No NIA N#A "91 tv,odr-1 higliff, nurbo.Liliffm kr,d,,t 0-rhat- I Ell N6 gw pa-, > , ca posite r CantnictEldilroban mt. in-HWZ D.12160 VU R..ist.w P - - - :iI rlt� ,, "",I 1111orlVera & qu of � Aluminum Ridge Vents W Offered fook,liaptl al Y.a KA �l: I , , IL - . ill� - Door Wth a Wthoutj'W!)�2 Siddlite(s) madoons " 0 .uhi = >, 2 TAMKO Roof U�derlaymohls tN0N�HVHZ),_ Replungleoxymeritifoiruseln F9c nw-HVI42 OarAI2= N. Y. NIA WA 0 - 0� (L cL On.y4rigirpurbsivving, X,OX XP or OXO configurations) I TAWO Fla Top Off -Ridge, Vern with Battle br Tile 20 Q.. static loor _Nlltat� mth battle, 0 9/2 26 Y. ly. NIA No fmin a V5, fij.m, _a 'jursd4dani, 1 2 TAMCC, Goos-cl, Vsnv 26 ga� I OVOM026 R. ,Y" NIA .0�52,5 > I Z TAW, 0 Offnlitldge Roof Vsm -lith Baffle, 26 ga,alatlo ictifv6rififlator- with integrated barw QW812026 Yes Yes NIA WA _� a , 4 TAM00 Rotin d Top 01f�Ridgss Vert with Bafflo for Tile 26 ga- stallo roofwntlartor with baffle OMWO28 yes Yes WA NIA � E c: . � _F6 U 0 0 �, D C U.".., I - lt� a " 0 or, - F > � I I > 0 W L Florida Do Pertinent of Business & Professional Regulation PaNi off Florida Department Of Bultirl Professional Regulation P.e. I .(3 Florida DepartrinentoUBushel Professional Regulation Page I of 1 Florida Department of Business & Pirttilesslonall Regulation , , 1 Paget of 1 Building Codes and Standards 10TIM21 Build ngCucless and Stands l 117=1 Bulldlng,C,ocles and Standards 100022 Building Co,dwarld'Standards 1p5aQ22 , Product Approval Application Detall Product Approval Application Detail Product Approval Application Detail Product Approval A4foliparticsint Detail L Cn 1 Code cal Date Dew Pending _Qki QPA EaftW Dah. oat. R" ftwing 9" code rill o Data Date DartisPandinq Data code ElAtuo .04a Date �Dateriporwing Dal L. UIM, Version litign.f.d. - eind-isitk Ljoensm Validated far Will S,t,,Itk,d Fac Amenria Approved - 7- Verson Manufacturer gliglis, Mosithiser & l Validded 9v vall'bordt ".fit rat Aess-4 Ab"-d 2WE Two � Manufacture ton Snainsso &Ul Vall Validated Sukensideed FSC Aporo,mt Approved Status IM9 version Magulactu I EnoindartUoti - Validated Validate Submitted FEICAD,rcival Approved statu ROV,sioh 21024) Lomi- K.trina jolloy Jamea L Su�fma,,, P.G. Steven ". uri.h. il i M$12020, 1112U2020 1112912020 dngTSCA1po- Remsion 20M 86ma fr6bithri Ai'domeow. [API�qithnfform EV.1l GwrjyV,Wark4r 1 14OWD20 I ipm2c 11W,2020 Approved Revision 2= Globial Pratecton Producl-� LLC, Timi Rojxnado WattarA.-Tift Jr., PE. JohnW, Knez6vich: PV OWD812M 09;GW20M 1010IM20 1211512020, Approved Revision 2020 AlI American Shutters and Glass hiliktiBarbion Frank L, Bernardo, P. E `rroy�Bktlhop, P. E. I QA28i`2020 1,011 W2Q20 1IM512Q20 i2M!5/2020 Approved cakigcay, R..5ng (501) 90-$163 PE-�1242 (717)317-8454 cat.94,y: R.Mvit; (004) Mr-600f SerAasa LLCk (205), 854w[)116t) Category-, Sh.ftia, (954) W-7545 PF-44167 �9�4) 772-6-224 , ratogory.shutorre 1 _488,2 PE-0046540 ' (9�4) 047-0860 11 I 8_.bC*.grnr, Rooling Assiioriesa that .. an kjefl&y21noocorri subcategory. R.Ing'Fule, R*nAridersonaboral m ,SUbCate9dri� $tbrm Panels tirri.rabirrepriftippent.com SUbCabliodityL Ilamer,canshutte, I a) I i I , ,Storm P-15 = Integral Part ofthe Roping System, 'Pusn- hs-ahail: EvaItiallen Report from . in Gornpirencii Metbact Evial"fikin Report from a CO mplial Method: &at uation Report from a "aLcOM L, Complisre. Method: C.61.1tion Report from . I'mcloct S�ll Endif Florida RequatielmdAm..'hil or,a Ucerisae,Fll Florida Registered Architect or a Licen�oed I Florida I . Florida Registe"Arefuted .,a Li-ed Florida I I ,,� Profess , * L mal Engineer L , , Profaiml ��'l Engineer L : ..... , , - Frrckes,Jonal Engineer � '', I "I �, " " A"M W*WgWgAwt��tMm "I'll, _111___1,111� , �' �� Walth, Ats- Issa AoarovedforUsie 11 _W_ D I= U0 __ i ,' " 11`�1'1`1,0112 , W_ "� ,-,I � - W90NWEW L=f�%)So P " I I I I - 1 4 "I . S-0 evet��mrm FV,d,,t 13-11voran Contract ftcl Dal, outside WNz Resistant Pressure I ADDrowellbrUse AggrIm,dforUse, '13120 Qualltv4wii A"rowil,forthask A[K1r0VQd'1b1rUI1Q1 moad Del , V CuSlIvAssairandiv Apoiblkd br Use AdeLovedfor Use Irri 1 B umryL saw WX ad Ewan Flat Profile - Danver__ cp 1215IM2Q No Yes NfA WA Product Islardel. �Num bar or Name Prod pot Description ,.it Prod Lot Mo d W. Mum bar or Nam a, Product Dermiription Contrad Expiration Date In HVHZ cuts Abln I Sao 0 In liv Dutside HVHZ Flostatant presist, Seq 9 HVKZ Resertaft Pressawra - ProgaadModsenumittatur W.dudf nasdriplian grained ex.j,atign pass In HVHZ outside ftsst.nt Poseur L a 'Th.t.h&.. ; I 1 2QLG.ge Galvanized Steel SIQfmParaill Corrugated Galvanized ShalShorrm Panels retained 12�$V2022 Yes Y'kis Yes NIA I 24ga, GalvaripadSleel Storm Panels 24Sa Galvanized SteerStorm Pariels 12JW2022 Yes Y_ Yee NIA I Nrk-Airl-DA-4 or I IRI,Built V.c,k-Air DA-4 Lov, P,ofil,� Is.lypropyho. Pl.afi-� R..fV-t 121il No 'Y.� N. -97.VV.5 17 .r1wo"S"tatle"'Shafre *srssp� Solt shake, Flat Profile - Brockton. CA 1213=0 N. Yes NIA NIA . L I I or not 6 L y tracks to pn�ide hurflowis prbwtoh. E -4--i I WdIrmics Vy Ail so t. Plyw&d Deek. 18 S-Y W -slat., Shake A'amp. Bell shake Rat Profile - Riall CA 1213MO20 No Yea NA NIA 2 '24,Gage Galvanized iSteel Storm PandsNHVHZ Corruplodbatvanized -Steel Stprm'Parriels retained 12131M22 No Yes Yes NIA 19 S-" U0 - 4Sh.k.,sWaAe.N Solt Shako Flat proms - stoakt., CA +2131,2020 No Yes 141A WA or not py1nack. to provide buirfoarre pro,baction. a 21) Tato YsTPOG Flat Profile - Rialto � CA IWW2020 No Yes NIA NIA =:3 a) zaa z,;6l SlateAump; split Shak. 27 1 Barcelona High Prq,111a - Kofty, 7X 42)ZIno2o No Yea NfA NfA 28 Vits Low Prone - Katy. TX IW31,2020 N. Yes NIA N)A CD t I C_ W I I ICU > Florida Doportmord of Business & Profess -tonal Regulation Pagel of I Florida Departirriand of Business & Professional Requ ation F.g. I ofT Florida Department of Business & Professional Regulation P.o.1 a! Florida Department of Business & Professional Regulation Postal of I Co 0 Building Coclits'and:Standisros -1 , M21) L 21 Building Codes arid Standards VV=t , Buildn SL IOW2(sil , I L_ I 9 Codes and Standard Building Codes angfStfindards 6114021 I - Produl Approval Application Detall Pro,duct Aplarrival Appiloatil � Detail ProclUcit Approval Application Detail Product Approval Applicatibri'Dortall > 0- - 0_ I code quity Dole Date care oemil -4 rido fill K Palo Me tialefiendfrit; Date - Cod. ]l ., gets 20 wprmiln. P& coo oft-K SOL* _D . 0 < ___ _4L W Fimurna 1110106 114111 c.,rad rridinasra,ji,ans. Validated W yalhisted Submittiod FScAms A,,,-d stat's, Im venom Manufacture, Vorfiloct ,EodeassiritUopmai Validated Be �al E,oi"#,r & License Validated Bar validated submitted FOCAppravall Asian ... d status, Ylittion Iftnutedurgir carted Enstow, & Il Validated W Wheat SutimM,d rFac Amiceirg Ariwd _F__j V. Mkim.picturar: , Woe submitted FkAnam.ai A..;d- - TV_ jt.j Jdairriursicome .qsdaa 7- Star- " Revision 2020 Alpine Stuart Lewis ICC EvAlu ation Service. LLC William ML Ranieri. PE 1 UJ311202G I 0�m zo '1110!V2020 11,rGeW292t) Approved Rsvisil- zozo 06mrsysclatCocrate Produsithri. RoberrOlhis Samuel A. Greenberg John H.y 12/16rzozo I V1 arlim 1=2,2o2o drg FBC, Apph Revision 202G MITU Inc. Erin Walden CQ Evaluation Service, LLC ICC Evaluation Service. QVI V2021 ow1of2r,21 W212(121 Appr-od Ravi-, z02o Weyeina.user Rop SaIdWin IW Eva tiefl" Servioe. LLC [an Lehrer, P. E. ,02*212o2l 1p,1=2o o7mWo2i Apo I 0 ChnNow)n Structural Components t321)71G.3377 �407) BBI-1917 L Cattegio,rin. Soldontral Cikiipor.nt, (W)O�D;37117 P1744245 , �352ldlfll-'531 i I Lt, I r" ' , , cal. 4. witentrol c"pQ,io,,1,a 4952) OW8635 LLG. Category- $vuctusal Pdriporients 425asa2*6476 .2288 L eD (Boa), saaL subcareagotir.. Truss pjat" ,j.,da0.kpi..1.o.. 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Y.� 'late 2 rrwiBc,�fAj;pj,o; Hhq* plate &%lot Conh�d� plate: 12/3i,2624 Yea Yes WA NIA see A, Produe: Vocle1jumber or Name product rine6mon CtsisraftitiethratortDats, In Il 2ititti HVH Rogow Pf"suro lzi�la=: Yes Y0 NX Is?A 1 Mirmlern LYL LarritratedlVenew Lumlier OV31l No -Yes �RtA NyA 2 fdifIsiis itfia. super high strongth,trusssainottoriplato ll Yes Yts N"w �NtA 2 Par.11- FISL Pualsll%naodturl Qmim2s, No Yes NIA NIA ' L 5 Timbs(Stnind LSL Laminated strand Lumber P3131=3 Nis Yes WA NIA 3 rrW. 50�1Adpinsi Trul.i Metal Connector plate 121514024 �.. Yes N(�, IVA I oualtyprocast.rcommorciall Go.l.l. pladjols Precast and PleatfoWed CQMM. JRtO1$ Q512rW2024 No Yes VIA NIA 3 MI t6 Iftsia. nss ,crinevorplats, 121302022 Yes yts NIA WA 4 ITW 30G/A1p6i,VVave metal c-for Plat. IM112=4 Yes Yes N(A I4�A 4 MTIAAS m go. filgh,st-oth trus-onoodor plate IW3112072 Y.. 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MT18 1sfra.,t..s..t.P1.t.s 1[21311=2 Yes Yes WA NJA 7 Til MT2o ;N g.. t.% connector plirts$ 121ZI=2 Yes Yes NIA NIA _41"'Wa ICU 0 co I = < I a- 1-- Florida Department ofBul & Professional Regulation page I *F1 Florida Department I of Busiriestl Professional Regulation P.gel &2 Building Codes and Stencil 1 rrf= Building Codes and Standards, 02812,Vi CU Product APPirpyall Application Dolall Product Approval Application Dell 0 " " W = - :E = L Q= Enfitir or .QIL- 211111 Dole, Pending JW1 Code Irl , Igat* Data Dab fti(NILa I Date < TV- jigni manuirnqjtj carted andi & License, Validd,64 valgino oubs"Itt PSICAgomsi Alimosed am TM va'sion Manufacture Cowed finall 1.1catruse Vialldotad 1%; Validart4d $"I Fac Aoor.,Jal Arwrow miwi Z (D - ft,lsioh 2020 CAST-CRET15 USA, LLC Craig Pki. Midmi-Osdi. SCCO - CER M1.0-1).d- SCOO - VAL 1 in=020 11147W20 i IJ27?2020 Approvocl Affirmation 202D Adpns Aluminum, InE , joes 89w L.I. ff. Loma. SIVen M. UrIthe PE Tjjj&2o2() 11116=241 11l Appr9ve&L __j I I I I I Cat,prr, Stirudool C.ripon.0, (81Z) 8214641 j86Y3j&Z59O Cal ipirlei V"i J407) WZD8 l (7117),317.64-54 , SUbCategairy; P-Wols lntmd�, as. Result of �P.rrfr�@[..te_ I &*calovarv: Soffits ,Iphk.I.mn-ki.4,y.l Z New rs�hndpily Compliance Method: Evaluation Report from a o.com < compli.n. Method: Conftarsai Mark or Living , , , - Florid. 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IM2& Do.pin I I . "� " , - "' , , 'L , ,,� , ", ", , � _ ", -, , - 11 , 0', ,��e-"�, , , �,�,t��-,,�,,��,,',',,t,,,�,j�� il,` ,_,,_,y,, g-"I", �_,f , -, 1� -1 _�;�_"�:'� Z", "�A',�`, I �� L, , � ,;",�� _' "�",� _,111, - 1�� , _ _�,�__ ,- "'�,"',r I I -11-1 � 11 _1_N,MW " � � ft __ - 1, , T'r, - � �� - � , � , - ,J�j - ,� ,�_ 21101x� , M�k _ 11 1,1�1 � � , ,��,_ , ,�, � _t", , ,_�,,, _ Produot, in HVHZ outside fiesfatatif Prossiss, K M, - -,, -� ,,�, - -','i�L - - , , � "r " Al Product Ill 111WRIA Corl throlrollon sake " �N,�,� UAVV, ,-�_,,,,,,"q�'Tt,�,,�",,,,,��--,��7�, -,",_ _ �., - , ' , , � , g QU811hy Aiassil , Approved for Uso Approved for Uss moset Well I 11 High Strength concrete Untea 4,6� �. and 12 Imh wide, rmets 011 yes �Yes NIN riffie an�k �aa m.d.t. si-Inv or us- Froall loa-ioll., Contract Extilrehon Dal, in HvFIZ outside Fri Resistant I-,, I Alplio Aurion.. Sdtd,&snp:Va1WodA1umInIrmeoflIt( A"aAfuMIWm,Bo1Id &Wirax�Ve,rrhaxl Autrilnuar 017130/2o" No Yes No N/A I SHEET NO. f�mu Urn I p; wood , soiffitt c* aQuTF Wood I I I I PA 1.1 LL N U) j � U N O -a e- O�BCA r rod Slm eon Strop TI 202 owed Products � p 9 PR Updated 2f3 ae� p _ �7 ,. Simpson Strdn Tte 202© FBC Approved Products p g pp Updated , 2l301202t7 A _ r - � Simpson St ong TIe 202+� FBC Approved Products' -ate 1'01206 a a 2/3 uP � • � Simpson Strung _ 2U201 FBC Approved Products u aatad,2/3orzozo p ^^'' CL O W Q f` :For direct Inks t0all SST"M irovalseslebbelow,. CLICK HERE ... apA ., _ far direct Inks tacit SSTB rdta151is1s below, CLICK HERE. : .., ,.Pp .-.d ...., : ;. dir i:- to al EST al-'"t C - Far eCI Inks ,I $,. pproV s teed beloV0,_LICK HERE., .Tie ,. Far tleect Inks to all SET approvals(Isted below,. C LIC K HERE-, �I� V! 0_ ^^ s'. e F additional a Imor a o r ar xr Jonctas. alewW. Pr Duct:A r aIS. tam. Miami Dad 'Ceunf For fl4 Ion m n n d F 0 ov ail a. I d. ... 89 ,.. $C, ... ... AP . YF_.. ,_ .Y. , g ,.,... Notic ''ofAcce r a NO. :CLICKHERE a air e i, -. .. P - - ..._. A),. m-. r For adtlN one information rr adin Florid s at r 1 e-.. D d' St 0 man. e . I I lM on ewlde Pr Ouct:A OV t �a Mom a C nt: a _du ...eg , ,-..g _.. a .., p _. Y A. C R (trice fAcca Acceptance '. NO-ICKHE. E. N 0 n 0 (NON, P rl a m a ew a oduc f1 must tam. M mi Dad :...n F adddional infor attort r ardin FI Id s Stat t - a id Pr. and a e Cou _.,,.. _.. eg. ,. g a ,... _._pP �_ _. 1YN R oticeorAcae tarrae:. NQ <CLICK HE t: ,,. P ..(_._.�, , ,. - For diklona inl attan r artlin Florid -s atewkie.-Pr tluctA royal. a no .Maim Datl :Count ap 1 arm-...... e9 .,...g a 3t_.. o...._.. AD , Syst ma .... a ,..yA 'Notice: 'of cce [ panae;(NDAj CLICK'HERE. •� ^, Al FL#2355-R7 FL#10446-RS FL#10456-R5 11 HUS,HUSCseries hangers , Face -mount hangers available InWidths rangingfrom l-5teto3- ". � � 9J76" and heights ranging from 4-5116" m 11" Concealed flange d neigh s rangin 4-51s Ch Concealed .� U -0 Sea # Product Model. Numberor Name Product Description Sea # Product Model- Number Name Product Description See # Product Model- Numberor Name Product Description version for having or O O „Q •� 1 Masonry (TTN-SS Titan Stainless --Steel Ccnerete&Mason :Screw ) 114' diameter Titan mason serer/ masonry 1 A21 A23, A33; A34, A35, A44 Angles, g 1 ET, 8T8, BTH BrickT es greater than3-9116". L 2 APA21 APA4-, APA6, APVA21 APVA4 APVA6 Outdoor Accents Angles 2 CMST12, CMST14, CMSTCI6 Coiled Straps 12 IUS series hangers Face -mount hangers available in widths ranging from 1.718" to 3- Q 3 APB44, APB44R APV1366, AP866R, AP888 APBWR, APB1010 APB101DR, APVB44; Outdoor Accents Post Bases 3 CS14, CS16,CS18, CS20, C522 Coiled Straps 5/8" and heights ranging from 9-114'to 16'. 0 LL FL#9689-Rt. APV844R, APVB66. APV886R APlIB88, APV888R, APV61010, APV131010R 4 CSHPi 8, CSHP20' Coiled Straps 13 LGU3 25 SDS, LGU3.63-SDS, LGU5.25-SDS Face -mount hangers (13 a 4� (U � 4 APDJT2-4, APDJT2R-4 APDJT2-6, APDJT2R-6, APVDJT2-4,, APVDJT2R-4 APVDJT2-6: Outdoor Accents.Deck Joist Ties 5 CTS218 Compression ension Strap 14 LU24, LU26, LU28 LU210 Face -mount hangers (U Q Sec fl Product Model. Number or Name Product Desorlotlon APVWT2R=6 6 DSP, SSP TSP Shad to Plate tie 15 LUC26Z, LUC2107 Face -mount hangers Q 1 SD10112DBB . ,,. OutdoorAccents Connector Screw 5 APHH48 APHH46R APHH610 APHH610R Outdoor Accents HeavyHanger 9 7 H10 3' 1 H1, A H2,5A, H , H6, H7Z H16„ H 6S, H16 2, H16 2S Hurricane7ies 10 LUSsenes hangers _ _ Face mount hangers available m widths ranging from 1 9116 to 4 L (]� t` rn -•-+ 2• SD9 2 5 12 SD101'12 SDI 11 _,_ D92 on -Dr ve SDConnector Scr Str g i ew, 6 APL4 A L r P 4 PT6 AP LA . P PV V P 6, A T A ,, V , A VL6 A _ T4, AP TS Outdoor Land T Beam to Column Ties 8 _ _ HGT 2, HGT 3, HGT 4 Heavy Girder Tiedown „ _ 518 and heights ranging from 3 to 1 D 1$116., _ � (/) O Q 3 Dg 2SS. S ; 125 `. S 11 G92 S Str - u S Connector color SS' 0 ong Dn e D nn S new 7 P,P 4R A LH 6 APLH RAP LH24, APLH2 F 2 26 LH210 APLH2fOR Outdoor' Accents Light Hangers 9 O 9 H524 Hurrlc ' e ,e: an T 17 _ - GU3.83 SDS MG 525 SDS MGU5,50 SD MGU5.62 S MGU7. 0 SD M , S., DS, 0 S c . o t Fa e m un hangers 4-� � �-a (� 4 ,r r SDCF22434 SDCF22o12:SDCF2261 SDCF22700 SDCF228a8 SDCF221014., 4. Strop Drve CPTimberC. Scre+r 6 i SD F t 8 BV Z L Brick-V neerLed Ledger ' hector e g on_ 1D - - -. - - HSS2 SDS1;5, HSS22SDS3, HSS2 3 SDS3,. HS54 SDS3 Heavy Stud Shoe 18 _U _, _ _ „ _ N1W,senes hangers _ r Face -mount hangers available m wldfhslangmg from 1 9116 too � � . _ v SDCF221134;SDCF221334 8DCF271958 SDCF272358, 9 CBT2Z CBT4Z Concealed Beam Ties 11 HST H5T3 HST5, HSTS Straight Straps 1/8" and heights ranging from 6 15116,io`18-112". 5 SDGP22434, SDCP22512;.SDCP22614, SDCP22700, SDCP22858 SC1CP22912, Strong -Drive SDCP Timber.CP Screw 10 CJT3Z, CJT4Z CJTaZ, CJT62 Concealed Joist Ties 12 HTSi$. HTS20 HTS24, HT528, HTS30, HTS30C Heavy Tw st Strap 19 MUS26, M11S28 Face meant hangers SDCI'221100;SDCP221134,SDCP371.400 11 DJT14 Deck Joist Tie 13 HTSQISKTZ,HTSQ20KfZ - Heavy Twist Strap 2D SUR,SUL.:SURG,SULCseries hangers Skewed face -mount hangers `available inwidthsrangingfrom l- 6 SDHR27400, SDHR27614, SDHR31400 SQHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Shop 14 LFTA Light Floor Tie Anchor 9116"-to W16" and heights ranging from 31/16'to I M14". 7 SDS25112, SDS25134, SD525200,. SDS25212, SD525300, SDS25312, SDS254121 Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4, FC6 Framing Clips 15 LSTA9,. LSTA12, LSTA15, LSTA18, LSTA21, LSTA24,. LSTA30, LSTA36 : Straight Straps Concealed flange version (SURD SULC) available for all double Fi SDS25500 SDS25600, SDS25WO 14 FWANZ Foundation Wall Angles 16 LSTI49, LST173 Straight Straps 2X and 4X models; onlyacute flange is concealed. 8 SD52511.25S, SD8252005S, SDS252125S, SDS25300SS. SDS25312_SS Strong -Drive SIDS Heavy Duty Connector SS Screw 15 GA,, GA2 Gusset Angles 17 LTB20, LTB40 Bridging, 21 U series hangers Face -mount hangers available in widths: ranging from 1-9116" to 9 SDWF2716, SDWF2720, SDWF2724; SDWF272$, SDWF2730 Strong -Drive SOWF Floor -to -Floor Screw 16 H2A, 1-125T, HS H10A-2; H10S, HI 4, HGA10 Hurricane Ties 18 LTS12 LTS16 LTS18, LTSW Light T+vlstStrap Wand heights ranging from 2-5/8"to 11-11q. 17 18 HCJTZ HH4.HH6 Heavy Cone" led- Jost Tie Header Hangers 19 20 MGT MST27,MST37 MST48„MST60 MST72 MediumG-ederTiedown Straight Straps FL#10007-R8 I'9 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12, MSTA15, MSTA18 MSTA21, MSTA24,-MSTA30, MaaTA36 MSTA49 Straight Straps. FL#10667-RB - 20 L30, L50, L70, L90 Angles 22 MSTC28 MSTC40. MSTC52, MSTC66, MSTC78 Straight Straps §.y # Product Model, Numberor Name Product Description 21 LCE4 Post Cap 23 MSTuse3;'MSTC66B3- Pre -Bent Straps See '# Product Model, Number or Name Product Description 1 ATR31 A RIf ATR518 ATR314 8 T 2, T hreaded Rods 22 LS30 LS50 LS70 LS90' , S ! kewaDle Angles 24 MS1-126 MS7t36, MSTI4$, NISTI60, MSTi72 Straight Straps 1 BA series hangers Top flange hangers availabisrm widths ranging from 1 9118 to 7- " 2' 2 = . ATUDS ATUD62 ATUD9, UD92 ATUD9- ATUD14 ATUD14-2 3, Aluminum Device p 23 LSCZ AtlustdbleStairStrm erConneetor 1 9 25 MTS12, MTS16 MTS18; MTS20, MT524C, MTS30, MTS30C Medium TwrstStrap " - „ 118 an e - d heights ranging from 7 1!8 to 30 . 3 P -3 6- r BP318 2 BP12 B 1/2 BPS/ 2 BP.xls 3 BP314 BP3i43 BPRT D3-4 , U Bearing Pla a g Plates 24 R2. S 8 , L SJ26 LSSJ26L.Z LSS 26 L SJ2 LZ S R LSSJ210LZ, LSS 210RZ J Z, J Field. u table. Jack Hanger Adis g 26 - NCA2x1 D 12, NCA2x1212, NG$2x8,16, NCA2x10 18, NCA2x12 16 - Bridging 2 DGBF series hangers. , „ Top flange hangers available nwidtns ranging from 3 aJ8 to 7 4 W 1 N /4 CNW3J8, CNWdl2, CN 5 $.0 , W3 , CNWS/8 it2, CNW3JQSJ8 Coupler Nuts $ 2 1 .37 L 2. LSSR 81, LSSR21 LSSR2 SSR 58; LSSR210-2, LSSR4ID Feld Ad)ustable SlapeakrleJSkewable Hanger 27 RCWBi2, RGW814: ,. Wall Bracing ,, 918 and heights ranging fronl8-114 to 24 . o CTUD55, CTUD65, CTUD66, GTU075, CTUD76,CTUD77; CTUf087 CTUD88, CTUD97; Coupling Take Up Device'. 26 LTP4 LTPa Tie Plates 28 RPSis, RPS22, RP828 Repair Plate Strap 3 DGF series hangers:. Top flange hangers availabiean amdths ranging from 1-1t2 to 3- CTUD98, CTUD99 27 M123Z, ML24Z, ML28Z, ML28Z ML21OZ Angles 29 RSP4 Shad to Plate Connector 5/8"'and heights ranging from 7-114" to 24", 6 N3, N4, N5, N6 Heavy Hex Nuts 26 MMH8 Roof Tie -Down 30 SP1 SP2, S1?4, SP6, SP8 Stud Plate Tie 4 DGHF series hangers Top flange hangers available° in widths ranging from 1-314" to, 3- 7 RTUD3 RTUD58 RTUD4,RTUD4B1.RTUD5,.RTUD6,.RTUD7,RTUD8 RatchetingTakeUlp:Device 29 MMHG. - Hinged sRoof :Connector 31 SPH4,SPH6:,SPH$ - Heavy Stud Plate Tie 518":and heights ranging from 91/4"to.24". 8 TUD9, TUD10 Take -Up Device 30 MMLU28; MMLU26=2, MMLU28, MMLU28-2, MMLU210, MMLU121.1, MMLUI39, MMLU1311 Face -Mount Hangers 32 SS1 5, SS2;5 SS3, SS4.5 Stud Shoe 5 EG5, E67, EGO series hangers Top flange hangers available in Widths ranging from 5.1/4" to 8 9 TUW38 Take -Up -Washer 31 RBC; RBCP Roof Boundary Clips 33 ST9, ST12, ST18 ST22, ST292, ST2122, ST2115, ST2215, ST6215, ST8224, ST6236 Straight Straps 7/8" and heights ranging from I 1"to 32-1T2". 10 URS3 318" Uplift Rod Run Tiedown System- 32 RST-3 Roof Tie -Down 34 TB20, TB27, TB30 TB36, T842, T848, TB54, TB56. TB60 Tension Bridging. '6. EGQ series hangers Tap flange hangers available in widths ranging from 3518" to'7- 1'1 UR84 112" Upi t Rod Run Tiedown System 33 RTC22Z, RTC42. RTC2Z, R7044 Rigid Tie Connectors 35 T,W610, 7,WBI2 TW614 Wall Bracing 114" and heights ranging from 11-114' to 32". 12 UR55 518" Uplift Rod Run Tiedown System 34 STC. STCT OTC. HTC4 Truss Clips 36 VG7 VGTR, VGTL Variable Pitch Girder Tiedown 7 GLS series hangers Saddle hangers available in widths ranging from 3-114" to 6-718" 13 URS6 W4" Uplift Rod Run Tiedovm System 35 TJC37, TJC57 Truss Jack Clips 37 WB106, W8108C, WS126, WB126C, WB143C Wall Bracing and heights ranging from 8-112' to 28"_ 36 Z2, Z4 Z44' Panel Stiffener Clips 8 GLTV series hangers Top flange hangers available in widths ranging from 3-1/4" to7- - 118":aridheightsrangengfrom'11"to32`. - FL#10441-R8 FL#10531-R5 9 HB series hangers Top flange hangers available In Widths ranging from 1 116" to 7- FL#10447-115 1 iT and heig his tang ing from 8" to 30", :Sea :# Product Model. Numbs Tor Naive P Description Product Descrig Sec # _ Product Model. Number or Name -,, , Product Descrptlon 10 HGLSsenes hangars - ,, " Saddle hangers avadable-m widths ranging from 5-114 to 6-78 1 DTT2 Hold-down Sag #- Product Model, Number or, Name Product Description 1 CBH2,37x$.S CBH2 37x7;83, CBH2 37xg:75 Concealed hangers and heights ranging from 10-112'to 28" 2 HDC1014, HDC10l22 Hold-down 1 AHEP Adjustable Hi End,Connectortoo-flange- J p � DU DHU, OH series hangers Face --mount {DU; DHUj and (DHUTF) hangers 11 HGLT hangers ,, Top flange hangers Available in a�ndths ranging from 3-114 to 8- 3 HDO84 HHDQ11 HHDO14 Hold-down 2 DSC2R-SDS3, DSC2L-SDS3, DSC5R SDS3, OS05L-SDS3 Drag'StrutConnectors available in Widths ranging from 1-9flW to 3-9116" and heights 718" and helghts ranging from 7-112'' to 32". 4 HDU2 HDU4, HDU5, HOUR, HDU11, HDU14 Hold-down 3 GBC - Gable Brace Connector ranging from9-118" to23-15118.''- 12 HGLTV series hangers Top flange hangers available in widths ranging from 3-114" to7- 5 HPA28 HPA35 Strap -style purlin anchor 4 HCP1,81, HCP2 HCP4 Hip Corner Plate- 3 HGU3.63-SDS HGU5 2a-SDS HGU5:50-SOS, HGU5.62-SOS, HGU7.00-SDS, HGU7:25- Face -mount hangers 118" and heights rnging from 14" to 33", 6 LSTHD8, LSTHD8RJ Strap -style hold-down 5 HHRC2-2, HHRC42, HHRC42.2; HHRCW1,81, HHRC44, HHRC525/325 HHRC5.3713:12, Heavy Hip to Ridge Connectors SOS, HGU9.00 SDS 13 HIT series hangers, Top flange hangers available ,inwidths 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 1-518" to 7. 911 S" and heights ranging from I S" to 26". 8 MPA132, MPA144 Shap-style purlin anchor -6 HRC1 81, HRO22 Hip Ridge Connector 318" and heights ranging from 5-5116' to 12-718", - 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3-118" to 9 PA18 PA23, PA28, PA35, PA51, PA68 Strap -style purlin anchor 7 LRU26, LRU28 LRU210, LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGL15,50-SDS: HHGU5.62-SDS, HHGU7 00.SDS HHGU7.25-SDS, Face -mount hangers 3-9/18" and heights rang rig from 5.318" to 13-1/8", 10 PAI1S, PA123; PA128 PX35 Strap -style purlin anchor 8.. LSU26 LSSU28- LSSU210 Light` Slopeable/Skewable UHanger HHGU9 00-SDS 15 HUTF HUCTF series hangers Top flange hangers available in widths ranging from l-9116"to 5- 11 StHD10; $THD1 ORJ Strap -style hold-down 9 TBE4, TBEB Truss Bearing Enhancer 6 HHUS26-2 HHUS2&2, HHUS210.2; HHUS46, HHUS98, HHUSd10, MHUS5.50J1'0, Face -mount hangers 112" and heights ranging from3-7116'to 15". Concealed flange 12 STHD14 STHD14RJ Strap -style hold-down ID TC24,TC28;TC28 TrussOlip HHUS725110 version (HUOTF)<availa#IAfor411models having iridthequal toor 11 THA29, THA213, THA218, THA21$,2, THA222.2, THA413, THA418, THAC418, THA422, - Adjustable Truss Hanger - 7 HSUR HSUL, HSURC, HSULC series hangers 9. Skewed face -mount hap ers available in widths ranging from 3- 9. 9.9 greater than 2-9/1 W, - THAC422 THA426 THA422 2, THA426-2 118" to 5-118" and heights ranging from 4-394" to 15-3/4"- 9 9 9 46 HWPserieshangers Top flange hangersavadable•fnWdthsrangmgfroml-9116"to7- -;f "-' - - 12 THAIi 81/22, THAl2A6122 7HAI2.1122 THAI222, THAI322, THAI3522.?HA1422 Ad)ustable7russ Hanger I -Joist Concealed flange HSURC HSULC ava0bleforall 9 ( 1 I 118 and heights ranging ftama318' '• 13 THAC422, THAR422 Skewed Truss Hanger double2Xand4X`modeIs or acuteflon longs, y g 17 HVi/PH series hangers Top flange hangers available in, widths ranging from 1.9116" to 7- C= '0.11 CV 14 THJA26, LTHA20, LTHMA Multiple Truss Hangers 8 HTt126. HTU28, HTU20i HTU26-2, HTU23-2, HTU210 2 Face -mount hangers 112" and heights ranging from 5-318" to 32". 15 THJM2-4-SDS3 THJM2 5 SDS3 THJU26; THJUM-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- > .l_. (� 16 TSBR2 24 Truss Spacer -Restraint 1/2" and heights ranging from '2.768" tc 19-114". Concealed flange 518" and heights ranging from 9-118'to 16". ® ` , Ce) 17 VPA2 VPA25, VPA3 VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all models heaving width equal to or 19 JB series hangers Tap flange hangers available in Wdth of 1-9M6" and heights U wv 18 VTCR Valley Truss Clip greaterthari29116. ranging from 5m318'to7.114". C-M 10 HUC41.81/9-SDS HU001 81J11-SDS, HUCQ210 2-SDS, HUCQ210-3-SDS, HUC0310- Face -mount hangers 20 JBA series hangers Top flange hangers available In Wdth of t-9116" and heights '•"f �- SDS, HUC0410 SDS, HUCQ412-SDS, HUCQ5.25J9-SDS, HUCOS 25111SDS, HUCQ610- ranging from9-311 "tri SOS, HUCQ612-SDS (v ttX ® (13 Q. S- Q i- 0 'L > 3�(DW E IZ J (Tk V) O o Q e, • mii®Simpson Strong -Tie 2020 FBC Approved Products Updated 123/2020 Simpson Strong -Tie 2020 FBC Approved Products updated 12/3o020 ®Sim son Strong -Tie 2030 FBC Approved Products updatea,zrJrzozo - Simpson Strong_ 1e 2020 FBC Approved Products Updated 12r3OM20 - For direct Inks to ell SST approvals. listed b'elmv,. CLICK HER - „ For direct Inks to ell $STrapprovels listed CLICK HERE. For drect Inks to all SST approvals Isted belay,: CLICK HERE.. Fa direct inks to ell SST approvals Isted balav;:CLICK HERE.. .. > �, ® UJ - t. . -Dade County Notice ofAcce Acceptance tNOA}, CU a . .,_. For add.d.onalinfama.an regarding NPFIm.da s-Statewide P oducA prpVattomand Jne ,. ......r_n9 FIl arr: .dos Statewide 1de Product, PProva1Systa. and Mern.-0-.: . da County Notice e of.-A.cc.e Acceptance {NOA). GLCCNE Far addinovaI i f«mati -regard For, - additional onaI information nregarding Fondos Statewide Produdf�Apprcval5Y.ste.mantlhem-Dade'EaunfYNou- ceofAee rants-INOA); rH F� For.adddion linfarmaU'gnregarding Florida's t.ondo s Statewide product System and MQm-Dade County Notice of 21 LB series hangers: Top flange hangers available enWidth of1-9116 and heights FL#11468-R5 18 51l1-13V156,SlLBV1.81,511.5V206,WLBV2.37,SILBV256,Si1-13V2.68,5i1-5V3:12, Top. Fla nge.JoistHangers 5 SELXP Adhesive Anchorlor concrete ranging from5318" to 15-118" - - - S/LBV3 56, SiLBV3 62 S1LBV406, S/LBV412, SABV4 28, SIL.BV4.75, S/LBV5.50. - r6 Strop -Bolt 2 82 STB2-4SS STB2.6SS' 9 t+ST ) Stroh -Bo Wei - ' g ft 2 digs Anchor for canareta available rn tarpon 22 LBAZ series hangers- 1 n r = v la le - Wdth o 1-9116" and he Topflange ange ha ge s a ai b to vA t f lights �.4# duct M el. NumberorName pep � _ Product Description 19 SIL VO Sl . 4 TT20, TT22 HTT1 ,HTT4, HTTS Holdowns steel and Typos 304-and 316:stafnless steel ranging from 9 3/ 13 1 HHU5210 3 HHUS21" Joist Hanger 20 81MST60, SiMST72 Straps 118 mil 00 ga} 1 Titan HD (THD-H THD-HMG, THCk1146S, THD-1-165S, THD-C$ THD-CS6SS} Titan HD Heavy Duty, Screw Anchor forconcrateand masonry 23 LEG3, LEG5, LEG7 series hangers 9 Top flange hangers inwidthe ranging from 3-114" to 0= 2 HRS6 HRS6,' HR612 Strap Ties 21 SP4 SP8 Stud Plate Ties avallable with hw head.ln carbon steel and T es 304 and 316 Yp 716 and "heights ranging from 9"'to 33 112. 3 HUCQ210-2-SDu, HUCg210-3-SDS, HUCQ310-SDS Joist Hanger 22 SSP, DSP, TSP' Stud Plate. Ties stainless steel, or Wtb Wuntersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in Widths ranging from 5-1/4" to 6- 4 THGB2 TH063 THGBff2, THGBH3, THGBH4 Joist Hanger 23 STC OTC Truss Clip Type 316 stainless steel 718' and heights ranging from 9"to 32-112'. 5 THGQ2-SDS3; THGQ3=SDS4.5 THGQH2-SDS3, THGQH3-SD84 5, THGQH4-SDS8 Joist Hanger 24 TBD22 Truss Brace Diagonal 8 Titan HE) Rod Coupler (TH037634RC, THD50934RC) Then HD Threaded Rod Coupler for concrete 25 MIT series bangers Top flange hangers avallable in widths ranging from 1.9116" to 5- 6 THGW3-3 THGW3-4, THGW4-,3, THGW4-4 Joist Hanger 25 TJC37 Truss Jack Connector 8 Titan HD Threaded Rod Hanger`(THOB25158RH THDB3715SRH THD37212RH, Titan HD Thfeaded.Rod Hangerforconcrete 118" and heights ranging from 9-114"to 24". THO50234RH, THD10212RH) 26 PF, PFB, PFDB, PFDSSseries hangers Top flange hangers available in Wdth of 1-9116" and heights 10 M1 Wedge -All A g ) Wedge All Anchor for masonry ranging from 33/8" to 7-118'. FL#11473-R5 FL*t 3904-R5, CD 27 RR Ridge ratter connector 28 WP series hangers Top flange hangers available in widths ranging from 1-9116" to 7- §egj{ Product' lodel- Numberor Name Product Description Sec # Product Model. Number or Name Product Description FL#1.SM-RS 1/8' and heights ranging 9-1J4" to 32". 1 DETAL20 Double' Embedded Truss Anchor 1 CCQM3 62;SDSHDG, CCgM4.62-SOSHDG CCQM5.50-SDSHDG CGTQM3:62-SDSG; Masonry Pier Caps 2 FGTR FGTRHL FC,TRHR:' Girder Retrofit Anchor CCTOM4 82-SDSG CCTQM5.50-SOSG, CCCQM3 82-SDSG CCCQM462=SDSG, Sec,# Product Model, Number or Name Product Description 3' H16, H18S, H16-7, Ht6-2S - Hurricane Tie. CCCQM5.50-5GSG 1. AT-XP AT-XP High -Strength Acrylic Adhesive for_ concrete, or masonry' - FL#10860-R5 4 HETA12, HETA16 HE7A20, HETA24: HETA40 Embedded Truss Anchor 2 ECC1_QM3.62G4(T, ECCLOM4.62G•KT,ECC1_QM5,50G-KT, ECCLLQMD3.62G.KT, Masonry Pier Gaps 2 ET -HIP ET -HP Epoxy Adhesrve,formasonry ' 5 HETALI2 HETALI6 HETAi20 Embedded Truss Anchor ECC1_LQMD4.62G KT; ECCLLOMDS 50G-14T, ECCLRQMO3.62G-KT, ECCLRQMD4.62G- 3 SET-XP SET XP High -Strength EpoxyAdhestvefor masonry See# Product Model. NumberorName PmductDescriation - 6 HGAM10 HMO Masonry retrofit connectors KT,ECCLRQMD550G-KT '.G ,..' 4 Strong-BOIt2(STi32) Strong-Bol't2 Wedge Anchorformasonry - .. }, 1 ABA44 A8A44R,ABA46,ABA46R ABA66 ABA66R Adjustable Post e 7 T 6 :ETA H';ETA2 HETA40. HHE AI ,HH 20, H 4 H Hea..- ed T Ancor vyEmb ded ruse h 3 25 H HGUMS ,H UM550, GUM7,00,HGUM725,HGUM900 Heavy Masonry Hangers 5 Tlten2(17N2) Titan2ScrewAnchorforConcrete � V/ 2 • r- ABU44 ABU44R ABU4$,,,ABU46R. ABUS 5,ABUa 6, ABU65, ABU66 ABU66R. RBU88, ,, Post Base Adjustable Po 1 8 2 L -SD . r G LGT G 3 SZ , L T4 SDS3 T Girder Tiedovvn 4 LG 2 2 LGU 26 3 LGUM2fi-4 L U , , -3 - _ UM 6 M G M282, LGUM28 3, LGUM28 9. LGUM210 2 , Masonry Hangers y 9 8 Titan D D H 5 THD 655 T D CS H (TH 4S _, H H 6SS) Titan HeavyDutyScrevvRnchorfar concrete available in 304 �1 W ABU88R, ABUI.01O ABU1.010R. ABU1212, ABU12'12R 9 LTA2 Lateral Truss Anchor LGUM210.3;. LGUM210-4, LGUM46: LGUM48; LGLJM410 or 316 stainless steel with hell' heed, and 316 stainless steel with 3 ABW44Z ABW44RZ, ABW46Z, ASW46RZ, ABW66Z, ABW66RZ, ABW7 7 Base Adjustable Post e 10 META12 M A16 META18 META20 MEFA24 META40 1 Ei Embedded Trus Anchor s 5, MBH 3.1 /9.2 MBHA3A2/1 - r 5 r r A 2 5, 1 25, MBHA3:�617,2�, MBHA3..�619.2�, MBHA3.�61112�, MasonryTop flange Beam'Hangers countersunk head. 4 AC4, AC4R; ACE4, AC8, iAC6R ACE6 Post Cap 11 NISTAM24, MSTAM3e, MSTCM40, MSTCM60 Strap Tie for Masonry MBHA3.56111 88 MBHA3 56114; MBHA3:56/16, MBHA3.56/18, MBHh5 50/T25, ? Titan Turbo (TNT) Titan Turbo Screw Anchor for ccncrete or masonry 5 BC4, BC46; BC4R, BC6, BC6R; BCS, BCS2-2/4, BCS2-316 Post Cap 12 MTSM16, MTSM20, HTSM16, HTSM20 Twist Strap far Masonry MBHA550/9 25 MBHA5.50/11.25,,MBHA5.50111.88, MBHA5 50f14, MSHA5.50/lB, 6 C944, CB46, CB48, C8158, C868 Embedded Column Base MBHA550118 +� 7 C35444-SDS2 CBSQ4S-5DS2 CBSQ06-SDS2, CBS086-SD52, CBS088-SM Embedded Column Base 6 MBHU35619,25, MSHU3.56/11,25 MBHU3.56111.88. MBHU3.56114; MBHU356/16, Masonry Beam Hangers FL#46937-R3 8 CC, ECC ECCU Series Bolted column caps with W1 ranging from 3-114"to 9-117and FL#1f496-R5 - MBHU3.58118 MEHU5.50/9,25; MBHU5.50111.25, MBHU5.50)11..88: MBHU5.50114, > W2 ranging from 3.518' to 7-112" MBHUS 50116 MBHU5.50118 Sea # Product Model, NumDeror Name Product Description CU O 9 COO-SDS2:5: ECCQ-SOS2 5 Series Screv ed column caps with W1 ranging from 3-114'' to 9.1fT and .Sad N Product Model. Numl*r*r Name duct Description 1 X34B1016.5K X1 $1D16'; X1 Bi 016.4K X01 S9016 XQi 61016-4K 410A S Strong -Drive X Metal Self -Drilling, Tapping Screws with #3 0 VV2 ranging from 3.518 to 7.112" 1 DTT1Z DeckTension Tie Drill Point /1 i.i 10 CPT44Z CPT66Z, CPT88Z Concealed Post Tie Base 2 HD12 11019, HDOB Bolted Holdowns; FL#13975=R6 2 XL0114T1224, XLQI14B1224.2K #12124 Strang-Drivo XL Large Head Metal Self -Drilling, Tapping 11 EPB44A, EPB44 EPB48, EPBe6 Embedded Post Base 3 H036 HD5B, HD75 Bolted Hpldowns Screws with IJB Drill Pomtand Large Diameter Hex Washer Head 12 EPS4Z Embedded Post Base 4 HTT4, HTTS, 1-177S3/4 Tension Ties Se # 9 . Product Model, Numberor Name Product Description 3 XM i t 1224 XM 1' 612 4- K Q 4S Qi 4 2 2 _. r" #1.2 24 Strong Drive XM Medium Head Metal Self Drilling, O 13 LCB44 LC666 , Embedded Column Base 5 L 19 T OB L 3' TT L T2 TTt 1 LightTensionTi s e ig,. 1 ', SGW22300,SDW22338, SDW22436, 5DW22468 SDW22ra00 SDW22604 SDW32638 - _ _ Strop Drive SOW tINP PLY and TRUSS PLY Scre g wa - Tapping Screws wtth S Drill and Medium Diameter Hex PP_9 # m 1 r 14 LPC4Z, LPCSZ Light Post Cap SDW22634 4 X0114S1224 XQ114131224-2 5K, X114S1224, XQ112S1224 XQ11281224-2K #12-24 Strong -Drive X Metal SeIF Drilling, Tapping Screws with #5 15 MPB44Z, MPB86Z, MP888Z Moment Post Base 2 SDW615450, SOWC15600 Strong -Drive SDWC TRUSS Screw Drill Point U 16 PB44, PB44R; PB46, P886, PB66R' Embedded Past Base FL#13628-R5 3 SDWH1930008SDWH19400DB SDWH19600D6 SDWH19800D8 SDWH19100ODB Stang -Drive SDWH TIMBER HEXScrew 5 34 XU51010,,XU3461016-5K #1048 Strong -Dr ve XU Mehl Self -Drilling; Tapping Screws with 17 PBS44A, P9S46 PBS66 Embedded Post Base 4 SDWH27400G SDWH27aboa SDWH278DOG, SDWH271000G, SDWH271200G Strong -Drive SDWH TIMBER -HEX H:DG Screw - #1 Drill Point 18 PBV6, P6V10 Round Post Base $ee # Product Model, Number or Name Product Description 5 SDWS16212,SDWS16300, SDW516312, SDWS16400 Strong -Drive SOWS FRAMING Screw 19 PC44-16, PC4618,PC48-16.P'C64-15,PC6616, EPC44-16, EPC46-16, EPC48-16, Post Cap 1 S6518x24 SB118x24, S91 x30 SB Anchor Bolts 6 SDWS19800,SDWS19712, SDWS22400;SDWS22500:SDWS22512;'SDWS22500 Strong-Drive SOWS T IMBER Screw (interior Grade) � O EPC84-16; EPC66-18 '2 SSTB16, SSTB20, SST824, SSTB28, SSTB34, SSTB36; SSTSI6L, SST820L, SSTB241., SSTB Anchor Boils SDWS22800; SDWS22$00; SDWS221000; SDWS221100, SDWMI200i SDWS221500 FLW320-RO L 20 PC4Z PC41RZ,PC5Z,PCBRZ;-PC8Z,PC8RZ;EPC4Z,EPC4RZ EPC62t;EPC6RZEPC8Z, Post Cap. SSTB28L 7 SDWS2230008 SDWS2240008:SDWS225000B,SDWS22600DB,SDWS22800DB, Strong -Drive SDWS TIMBER Screw (E)deriorGrade) EPC8RZ SDWS221000DB Sec # Product Model. Number or Name Product Description 21 PR844-4Z. PP644.6Z Past Base - 8 SDWS22312DB6, SDWS22512DBB Outdoor Accents Structural Wood Screw 1 DSSCB43,5; OSS'CB46 OSSC846. DSHS Bypass Framing Drift Strut Connector +r11 22 RPBZ Retrofit Past Base FL#13872,R4 9 SDWS27300SS, SDWS27400SS, SDWS27500SS, SDWS276008S SDWS27800SS, Strong -Drive SDWSTIMBER SS Screw 2 r. r FCB43 5; FC84a5, FCB47r FC649,5 FC8411.5 Bypass Framing Fixed-Ctp;Connector - 5DWS271000S3 SDWS27120OSS 3 FPHSD34S1016, FPHS034B101O, FPHSD34B1015-5K; FPH8D04S1214; #10-16 and #12 14 Strong -Drive FPHSD Framing-to-CFS:Self- Sag x Product Model, Number'or Name Product Description 10 SDWV13400 Strong -Drive SDWV SOLE -TO -RIM Screw FPHSD3481214, FPHSD34B1214•5,K Drilling, Tapping Screws FL#1:0666-R5 1 CMST12, CMST14 CMSTCI6, CS14CS16, CS18 CS20,:CS22 - Coiled Straps - I STN22 Outdoor Accents :Hoc -Head :Washer 4 LSFC2 25 LSFC4 25; LSFC625, SFG225 SFC4.25, SFC6 25 Steel :Framing ConrrecWr' M : 2 HRSB HRS8; HRSI2, FHAS' FHA9,.FHAl2, FHA18, FHA24,.FHA30, MSTI26, MSTI38, Straps 97 mil (12 ga) .. 5 L55C4.25; t:SSC625 SSC2.26, SSC4 25 5SC8 25. MSSC2.25, MSS.C4 25 MSSC6 25,. Sthel:Stud Connectors. W get # 1 Product Model. Number or Name FJA FSA Product Description Foundation Anchor 3 MSTI48 MST160, MSTI72; S/MST27, S1MST37, S1MST48 HTS16, HTS20, HTS24, HTS28, HTS303 HTS30C HeavyTWst Straps. FL#18363-R3- - 6 MS8C4.25KW, MSSC825KW RCKW3; RCKW5,5, RCKW7 5 RCKW38, RCKW5 5S Rigid. Knee Wall Connector - 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA38, LSTI49, LST17A MSTA9, MSTA12, MSTA15, MSTAJ8- MSTA21, MSTA24 Straps 43 mil (10 go) 7 SC643 a, SC645.5; SuB475, SC649 5 SCB#11,ri MSCB45 5, M80847.a Bypass " F Framing Slide4`li Connector p 3 _ - - - _ GH46 6, GH46 8, GH48 6. GH48.8, GH410 6, GH410 8 .GH66 6. GH66 8 GH68 6, GH88 8, GH810 6; GN810 8 Girder Hangs r 5 6 S Al LSTA9 STR42. LSTA15 L 8 L5TA2i LSTA?4 ST292. 2122 ST 1 215 L T ST 21 5_ ST2 LSUBH3.25, 3tIBH3 25, MSUBH3.25 - Straps 33 mii ec gad Bridging Connector sag # 1 rotluetModel-NumberorN m P Name AS 18 AS 1855, AS 1858 Product Description 18 ga. Truss Plates 8. 9 .....g SCS32 5197, SCS62.5197 SCS83 51118, SCS82 5i118 SCW3 25 SCW5-5 ,. Bypass Framing Connector Head -of -Wall Slide -Islip Connector ti 4 GLBSA; GLB58 GL65C, GLB5D GL87A, GL676, GL67C, GLB7D Glulam Bearing Plate 7 LTP5 Lateral Tie Plate 2 AS:20HS 20 ga. High Strength Truss Plate 10 SJC$ 25, SJC10.25, MSJC8,25, MSJC%25 Steel Joist Connectors 5 GLBT512, GBLTS12, GLBT51O, GBLT616, GLST520 GBLT020 Glulam Bearing Plat 8 LTS12 LTS16, LT618 LTS20 Light ThnstStraps 3 AS-20 20 ga. Truss Plate 11 SSB3 516 Bypass Framing Slide•Clip Strut Connector L� 6 HGLBA HGLBB HGLBC, HGLBD Heavy Glulam Bearing Plate 9 MSTA30 MSTA36 ST6218, ST62241 ST9, ST1.Z, ST15, ST22, MSTC28, MSTC4Q MSTC52 Straps 54 mil (IS ga) 4 ASHP Hinge Plate Connector 12 XLSH3481414, YLSHTBB1414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping O 7 HGT-2,HGT•3,HGT•4 Heavy Girder Tiedown 10 MSTC66, MSTC78 ST6236 Steps 68mil (14ga) Screws LJJ 8 UFP10-SDS3 Universal Foundation Plate 11 MT812, MTS18, MTSf8, MTS- 0( MTS30; MTS24Q, MTS30C Medium Twist Straps 13 XQIS1018, XQ1B1016-4K XQIS1214 X0181214-3.5K, XQ7851224„XQ78612N-*, #10-16 412 14, and #12-24 Strong -Drive X Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 St61 56, WD1:81, SlEt06, S1B2,37; SJB2:56,:S1B2,68; VB3.12, SA33 56 S1B3 62; S1B4.W; Top Flange Joist Hangers Ft,#15730-R4 XQ114$1224. XQ114B1224 2 5K, XQ112SI224, XQI I2B1224 2K X34B1016-51<; Tapping Screws ¢ 51B4.12, S1B428, SO4.75, S185.50 Xi S1016 X1 Bi 016-4K X1 SI214, X1 BI214.3,5K W 13. S/BA212(8, S1BA212110 SaMA212t12, SJBA2.12114, S/BA4.1816 SfBA4.18110, Top Flange Joist Hangers g # Product Model, Numberor Name Product Description Z 81BA4.16f12,S/BA4,18f14 1 ET -Hp AdhesiveAnchorforconcrete Z 14 S1H1A Hurricane Tie: 2 GAC GDP, GDPM-50, GDPM 75 GDPM-100, COPS, GW-50, GW 75, GW-100, GTH Gas actuated fasteners and assemblies 15, SiHD8S, SiH088, S1HD10S. S41HD108 SIHDISS, S1HD1513 Holdowns' $ PDPA, PDPA;K PDPA-MG PDPAT, PDPAT-K PINW, PINIAIP, PINWP-W, PDPAWL, powder -actuated fasteners threaded studs, and assemblies Q 16 SIHDU4,.S/HDU6 S1HDU9, 81HOU11' Holdt)Mli PDPAWL-MG, PSVL3, PSVL3.K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 -� 17 S1JCT,SIHJCT Joist Hangers 4 SET-3G. Adhesive Anchor for concrete - - -. SHEET NO. PA 1.2 A3, I yi i Eestio� II►gte. �� t ApprvrADAW. rcX2 218,11 CA'imdws` and, Dom. Inc. Test . ` _ � sit, per B G T' S - - . : NOS of Ao 3-) Und �t k l�� t, per TA 4 r e Water, � Test, per FIBCJA '0 -9 A _Notice OfAAcl �. �0c Tt act Feat p � I° 1- g O� I CT alOmg WithaM jUg O diagrmn Otvinyl sWing, glam dew popazed-_ Iftt"Re �-1 thru dales- #f7#9 . 3-: 18�&T lowgl Chnadmi, P.E. A Ewa05-43 4prora1 l?atea ' s'ek 13a 1x 1 Vll esdiml C lot I`mit rpioia ne e: lUrilk E N N —Cu O O N Q O .� cu U N -0 CQ 0 C O Q. N O U- .cn -a cn E a)O O cu C N f M X u- a. Z p i. � C O C� � O cn c Q Q S N N -] N C w � � A a � > 0 O > e .. t 0 W U) E z cn cn CIO O > CL o L U O cn U m Q O w� ¢ N z z a SHEET NO. PA 1.3 I L E00 m4c. TILLIT TESTING ENGINEERING COMPANY PRODUC P E17AL 2 2-2. TEST REPOWTS: Large missile Impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. Unifforrin Static loads MODU 3 L MATERIAL CNARACTIERISTICS-AJLO. SPECIFICATIONS: Shall be strictly in ac rdance with General Notes and Components indicated on ;00 Sheet and 2,2 of`26, of Product Evaluation Document (P.E.D.),,drawl 9 In WAT TFR A, T1LLrrM, P�E. FLR Utv.IrmaSb.44I4r -VL C�l U'-- N1, M0,5719 as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No.90-11 76. Anchor Spool I ficafions shell be as Indicated on sheets 1, 7 and 21 1 of Testing, Inc., Reports # 96-6139 dated 08/0911996, #9,6-570 dated 0911-811996, 26, of Product Evaluation Document P.E.D.]I, drawing No. 2D-178. PRODUCT EVALUATION REPORT #96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina, P.E-, Fenestration Testing Laboratory, Inc. reports # 2032 dated 0411611998 and # 2126 dated 10/0511998 witnessed by Gilbert Diamond, P.E. and Report No. 7. LIMITAnONS AND CONDITIONS OF USE: REPORT NO.: 20-0728.01 0219.01 -09, dated March 4,2009, signed and sealed by Edmundo Largeespada, P.E. and Henry Hattem, P.E. 7.1. Shelf be strictly in compliance with General Notes No. 1, 8 thru 14, indicated DATE: July 28, 2020 Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009, on sheet, 1 of 26, as well as General Notes # I thru 4 and I I thru 16, Indicated on sheet 21 of26 of Product Evaluation Document (P. E. 0.), drawing No. 20-176 PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E. prepared by Tilteco, Inc, and signed and sealed by Waiter A. Tillit, Jr., P,E. PRODUCT SUB -CATEGORY: Storm Panels 2.3. � S 7 ' 2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design defined on section 1620.2 of the Florida Building Code. PRODUCTNAME: 20 GAGE GALVANIZED STEEL STORM PANEL Wind load, as well as maximum anchor spacing vs. design wind load and panel MANUFACTURER: I Protection Products LLQ length based on rat[onal and comparative analysis, and in accordance with 7.3. Product shot I only be Installed into poured concrete, concrete block, and 48 S.W. 51 Street section 1616 ofthe Florida Building Code. Calculations prepared by Tilleco, Inc., dated 11/03108 and 03112115, signed and sealed by Walter A. Tillit, Jr., P. E, wood frame structures, Davie, Florda33314 I PURPOSE OF EVALUATION-' 3. M15SILE IMPACT RESISTANCE Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License This is a Product Evaluation Report issued by Walter A. Tillit, Jr., PIE. (System Large missile impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. No. 44167), President of Tilteco, Inc. (Florida CX0006719 ID # 1906) to the Global Protection Products, LLG, Rule Chapter No. 6 1 G20-3, Method 10 of the Florida Depa rtment of Busi ness and 4. ;i,?, A T14Z Proftsislonal Regulation. -WNDLQA.DS 20 Gage Galvanized Steel Storm Panel has been verifiod to sustain wind This product is being Issued an Evaluation Report as described herein, and has pressures. Maximum panel length shall be as indicated on sheets 8,10,14,15, 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 intended 16,19, 25 and 26 of 26,of Product Evaluation Document (P.E.D.), drawift No. 20-176. Maximum Anchor Spacing Shall be as Indicated on sheets 8, 9, 10, 11, < .44167 purpose at least equivalent to that required by the Code. 14, 15, 17,18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E. DA ?1CZ1e1-2!0 STATE OF drawing No. 20-176, This Product Evaluation Report shall be Subject to review and revision In case of S/ON offif", a Building Code change that may affect its limitations and conditions 5-INSTALLATION- I Installation shall be performed strictly in accordance with details indicated on 2. EMENCE SUBMITTED. sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of26, of Product Evaluation Document WATIJ.L W� TI1-TFcqACNloN RE��OREIS � P. E. REPORT-2a k GLOBAL PROTECTION PRODUCTS, LLC 120 GAGE 2-1. PRODUCT EVALU TON—M)CUMERT - 199" (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as GALVANIZED STEEL STORM PANEL� ORWIS 20,1116 REPORT* Drawing No. 20-176. titled "20 GAGE GALVANIZED STEEL STORM PANEL", 1 ridicated on sheets 8, 14, 16, 25 a nd 26 of 26, of Prod uct Evaluation Document sheets 1 thru 26 of 26 prepared by Tilteco, Inc.; sighed and sealed by Waiter A. (P.E.D.), drawling No. 20-176, Tillit, Jr., P. E.; dated G712812020. This drawing is an integral part OPP Is 1100", Evaluation Report, o�l f4 I, � N 7 ENS, 167 No, 44167 - 0' A e........ 6355 N.W. 36th Street, Suite 305, Miami, Flori S ida. 33166 - Phone: (305) 871-1530 �Qlpoi�o� /T-11 Eco \N TILLIT TESTING ENGINEERING COMPANY WALURA. TILLIT,,J&, PtE� tiliec�D@401.COM PRODUCT EVALUATION REPORT RI.P.rlA—No,441d7 FLCA LinInt, m0-16011 REPORT NO.: 20-0727.02 PAT!Et July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY. Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global PWOUCHM PMdu;ts, L 4800 S.W. 51 Street Davie. Florida 33314 1. PURPOSE OF UALUATIM This is a Product Evaluation Reportissued by Walter A. Tillft, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 G20-3, Method 10 of the Florl da D epartme ht of B usl rises and Professional Regulation. This product is being issued an Evaluation Report -as described herein, and has been verified for compliance in accordance whin the 2020 Seventh Edition of the Florida, Building Code, and to verify that the product Isfor the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be sub][oct to review and revision in case of a Building Code Change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: Z1. E! CTEVAL DOCUMENT (P.E.D.I.- Drawing No. 10-475, =% GAGE GALVANIZED STEEL STORM PANEL, Shoals I thru 18 of 18 prepared by Tifteco, Inc.; signed and Sealed by Walter A. Tillit, Jr., P.E,; dated 0712712020. This drawing is an lnteR,,K#Ajf�j6f Evaluation Repo d. . 1, , Q, A. Izz" .......... 167 STATE OF 6.155 N.W. 36th.Street, Suite 305, Miarni, Florida 331,66 - Phdbt: (305) 871- IIQY�6,*w -1531 I 2.2. TEST REPORTS: Large missile Impact ioad'tests were performed under SSTD 12-99 standard as per section 1609.1.2 of the Florida. Building Code, Uniform static loaft as per Section 17019.8.3, per A$TM E-330. Test reports prepared by American Testing Lab of South Florida, Report # 0814.01 -01 dated 03111102 witnessed by William R. Mehner, P.E., Boriz Moroz, PIE. and Henry Hattern, P.E ' and Report No. 0219.01-09, dated February 25, 20091, signed and ssailed by Edmundo. Largaespada, P.E. and Henry Hattam, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per Section It 809.1.2 of the Florida Building Code, Test Report prepared by Arnerlean Testing Lob of -South Florida, Report No. 1123.01-10, dated Novernber.23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13 " 2009, signed and sealed by Frank Grate, P.E, as per ASTM 5-8 and Tensile Test as per OC Metallurgical Report No. 1 OKMA 318, dated December 1, 2010 signed and seated by Jerry Jaciofano, P. E. as per ASTM E-8. Z3-SIRUCWBALERGINEERIB-G-C-A-LQW.AI19A&- On 24 Gage Galvanized Stoat Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in -accordance with section 1604 of the Florida Building Code. Calculations prepared by Tiltecd, Inc., dated 12/18110 and 08127/13 (for this revision), signed and'sealed by Walter A. T'illit, Jr., P.E. 3. MISSILE IMPACT RESISTANC—E Large missile Impact undersection 16091.2 of the Florida Building Code, as per SSTD 121i99'5tandard 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 inclicatod:on shoots 3, 0, 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 TO and 18af 18, of Product Evaluation Document (P.E.D.Y, draw , ing No. 20-170,� 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12499 Standard. PRODL= EV4TAJA1h0-NJRXL4MjN0L 20,012= 3 5. INSTALLATION: Installation shall be performed strictly in accordance with de;ajtS indicated on sheets 3 thru 6,12 thru 19 of 18, of Product Evaluatlon,DoCiUrrentL(P.E.D.), drawing Not. 20-11t Minimum separation to glass shall be as indicated on sheets 3, 6,13,14, 16, 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. AL -MA TEF-ttALC�� PCI�FQ�- Shall be strictly in accordance with. General Notes and Components Indicated on sheet I and 2 of 18, of Product � Evaluation Document (P.E.D.)0,drawing No. 20-175. Anchdrspecifleations shall be as indicated on sheet I of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. IS AND CONDITIONS OF USE: 7,11.$hall be stric,fly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet I of, 18 of Product Evaluation Document , P.E.D.). drawing No. 20-175 prepared by Tifteco, Inc. and signed and sealed by Walter A. TIllit, Jr., P.E. 7.2. Product shall not be Installedwithin 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 tame structures. Prod uct Evaluation Report prepared by Walter A. Till it, Jr., P. E. (Florida License No. 44167), President of Tiftedo, Inc. (Florida CA-000671 0). WAMLL DATILTPCb ADIVION RECORDS GALVANIZED STEEL STORM PANEL -4-0 (3) U) —0 —00 > 0 C- o 2 Co U) -0 0 0.- 0 M 0 -0 -11P.-I CU E: %+- 0 CU > D Cn -0 a) U, E L- a) 0 M -0 1.2 c .— CD Z Z W mi GENERAL N=� COMPONENTS FOR REGULAR & LIFE SAFETY STORM PANELS 1/4, 2/4, 3/4, 4/4, 6/5, 7/5, 8.3) IN CASE THAT PRECAST STIONE, OR PRECAST CONCREM PANELS, STUCCO OR Wow BOARDS BE FOUND ON THE (SCALE 1/2-1") DUSTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAW STRUCTURE BEHIND SUCH PANELS, 1W/10, 2W/10. 3W/10, 4W/10, 6/5 I" *5W/10. 6W/11 & 7W/Ii 1. �l..i!"e%;:�MIPRMDDEUC97r�EVALU�ATiON DOCUMENT HAS am VERIFIED FOR COMPLIANCE IN ANCHORAGE SKALL BE AS MENTIONED IN BA) AND IN 8.2). (TOTAL (TOTAL WXRH)----r------"-1 ACCORDANCE WITH THE 2020 (70T EDITION) OF THE FLORIDA SUODINIS CODE (C) 1/4-0 TAPCON ANCH AS MANUFACTURED BY I�TX SUILDD, INC. (EFFIDOTIVE INIEFT10-- 2r MAX ANOHORS� MR CONCRETE SEE SCHEDULE ON SHEM 8 IN 9 --3: No By THE JURISDICTION WHERE THESE SHUTTERS WILL HE INSTALLED AND /e 7 D FOR A WIND SPEED AS REOUTRILD #1�10 PANELVATE FEMALE tO AND PAKLMATE PLUS ANCHORS. AS MANUFACTURED BY ELCD CONSTRUCTION PRODUCTS, �l * WIN. FOR WOOD SEE SECTIONS ON SHEETS 10 & 11 MK MON WIND LOADS WALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, ------------- 6. FOR A DIRECTIONAUTY FACTOR Kd-OA5- USING ASCE 7-16 AND SK41 W EXCEED THE MAMMON (".D.) 1/4-0 LAG SCREWS PER N.D.S. \-MO' i I,,, _Sao, I DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 am 12� 14, 15. 111, 79, & 20, DOM' MIK THICK -1 0 0 0 TO A.S.O� DESIGN WHO LONTSEY MULTIPLYING THEM BY OX IN ORDER TO 1/2- AND 2- FOR ELCO PANCUAATE PLUS If IN ORDER TO VMIFY THE ASCIVE- CONDITION. ULTIMATE DESIGN WIND LOAD$ DETERMINED PER ASCE 7-16 ;0� / $1108. r--r -7,-- -r 't-7-T-I-1 0 1) MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL BE I I &IN A-W %ej "I I COMPARE THESE W/ MAX (&SM) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 12. 14, 15, 16, 19 20. AND PANELMALE FEMME ID. h IDE SO C*-j -q!v 2,657" EDGE- 0-40 GA0. MINIMUM THREADED PENETRATION OF LAG SCREW, INTO THE WCOO FRAMIE UNIT SHALL BE 1 1/2-, NO THREADED AWN Al -a" Typ� OVAIL �T, 000 -T 6 IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.11 AS TESTED WERE NOT OVER STRESSED, A 33% INCREASE N ALLOWABLE PENFIRAWN IWO STUCCO SHALL BE CONSIDERED AS PART OF THE ACOVERED THREADED PENETRATION. GRADE 60 MAIL I STRESS FOR WIND LOADS WAS hZ USED IN THEIR ANAL M"NNUM C%j SHALL BE FIRST REDUCE Y&S. FASTENERS SPACING TO WOOD RAS SEEN DETERMINED IN a -so GAUL V 7/16"0 x 5/8* WOOD SUS104, AS DISTRIBUTED BY ALL PONT SCREW, 80a at SPECIALTY 00, 1 1 /111 , > H HEMM EMM Z0001 Z EMUM Cl) MINIMUM EDGE DISTANCE OF LAG SCREIVS, INTO WOOD SHALL BE AS INOCKTIED IN THIS DRAWING A DOE ACCORDUICE WITH NZ.S. 201a. 48Z ...... .... (D STORM PANIECS ADEZACY FOR IMPACT AND WIND RESISTANCE HAS, BEEN VERFIED IN ACCORDANCE WITH SECTION 1626 OF --------- --- L --------------------------- > 0 THE ADM M ONED CODE AS PER HURRICANE ENGINEERING & TESTING INC, REPORTS 96-569, 915-570 & 96-T30 AND C.4) MINIMUM PENETRATION OF WOOD BUSHING SHALL RE "-. Ile 0-20 SCFEWS LISED $RAU BE t 1/2- LONG MINIMUM FENESTRATION MT PROTOCOLS TAS-201, TAS-202 AND TAS-203. SHOULD STUCCO DUST, AND I- MINIMUM FOR WALLS WITH NO STUCCO. 0 0 MINIS L-B. INC, REPORTS f2O32 & #2126 . AS L- WALL, ANCHORS SHAI.L BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHINC SUCH PANEL& CL IN 2. ALL AWN" DITRUSIONS TO BE 6015,1-T6 ALLOY AND TEMPER (UNLESS OTHER110% NOTED). SEE &4ED 2. AN04DRAGE SKkt BE AS MENTIONED IN CA), C.2) & C,4) a CIO X 3. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL 14AVE 3105-1-114 ALLOY. (0 LL a. STANDARDS. (0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL Of THE REcommENDAlnONS AND SPECIFICATIONS OF THE ANCHORS MANUFACTURER. -2.197, 4. ALL STEEL SHEET MEW PANELS SHIALL RAVE Sn FAMaV DO UP 125' VII-20, tef-W20. - - - - - - - - - - - - O&VANInD STEEL o&vGNATRV1 W/FY- 54.5 koi (Ar" ROUE4 '11, 1 j too' .1100' - - i'm - UNBOLTED PANELS BOLTED PANELS W/ 1/40-20 Cr WTURAL GUAM STEEL ASTM A-03 GRADE 50 MINIMUM, G-60 a- PANELS MAY ALSO BE INSTALLED HORIZONTALIX FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 3 TNROUGH 10 (SHEETS 4 :750',,__' %44 SERIES -T AS WELL AS kMERtCAN TEST LAB OF SOUTH FLORIDA REPORT #Q2 , 9.01-09, AS PER TAS 201, TAS 202 AND 0,5) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OF WOOD BOARDS BE FOUND ON THE DUSTING (1) SMM PANE C0 TAS 20 (91, END STORM PANEL THROUGH 6) EXCIEFT THAT HEADERS Q $HALL NOT BE USED. iG a a. j RIVETED &S, am RIVETED 350, SOLT W/ 7/6" . 3 i It (SEEE DNS AS I ID ANGLE 0 TO ANKLE 111 41 0 M OVERLAP 5� ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AIS SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER 9. IT SHALL BE THE RESPONSIBLITY OF THE CONTRACTOR 70 VERiff THE SOUNDNESS OF THE STRUCTURE WHERE $HUTTER IS TO BE ; r-- ---) --i i 12 1/7- 2 1/2, O-C. APP SECTIONS AS APPLICABLE) RIDA BILHILDING CODE I I DON )I . I ---I -1-i-L-Lij DIN 50019 'W�350 1.1 YIELD STRENatH AND 90 W TENSILE STRENGTH & SMALL COMPLY W/ FLO ATTACHED TO INSURE PROM ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE SLOCK OR WOOD FRAME 3�3 : 7 (SEE CD "Co SECTION 24 . ZL4. BURLDUNGS. 2-1 GD.- .930, �939, am 6, BOLTS TO BE ASTIM A-307 GALVANIZED STEEL. OR ASI 304 SERIES STAINLESS STEEL "IN 36 kj MINIMUM YIELD MAIL I DETAIL I E STRENGTH, 10- EACH REGULAR STORM PANEL WITH LENGTHS OVER 8'-e THROUGH 12'-4*, AS PER SECTIONS 6. B. 9 & 10 AND ALTENINAJIVES 8W. 75 9W & low ON SHEETS 5, 6 & 12 RESPECTNUY�' SHALL HAVE A LEGIBLE AND, READLY VISIBLE MANORS INSTRUCTINS OWNER OR HEMMEq�, TENANT To SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING, 7, ANCHORS TO WALL SHALL BE AS FOLLOWS, 5 ------------- j 12V LK 11. THE INSrALIATION COWPAC30R IS TO SEAL/ChULK ALL %WITTER COMPONENT EDGES WHICH R11MAIN IN CONTINUOUS coNt'ACT WITH L-, cl) lel AS MANUFACTURED BY LT.W. SULDEX. INC, (hr- C-3192 p-i-) THE BUILDING TO PRVVCNT WIND/" URTRUSION- ISOMETRIC VIEW DETAIL )I Q- C L) SUBIJ ANICHORS. AS MANUFACTURED BY OEWAIJ INC, IN 3000 -I,ODW- -- 1/4 - X 7/W CM.X-IH IN. 1- P..:.-) 2,00C, .20- c,',) E -L-- < 12, STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN INS DRAWANG PLUS ANY BUILDING AND ZONING REGULATIONS ROUNOED CORNER 6 ENDS OF PANECS 4-- -IT - 1/4-0#. 3/4- SOUO_SET ANCHORS . As OMMIStTED BY ALL POINT SCRM. BOLT At SPECIALTY CO, PROVIDED By THE JURUSOICTON WHERE PERMIT IS APPLIED TO. (WA. f, -000 P.i-) END LIP W1 HEMMED XOGE. - #14-10 PLUS ANICHOn. AS MANUFACTURED 13Y ELCO CONSTRUCTION PRODUCTS (�) 'h* HEADER "U* HEADER ANGLE ANGLE WITH STUO ANGLE WIT14 0 ,MN. 'PAND.MATE FEMALE 10 & PANELMATE 13, 1., THIS PRODUGI EVALUATION DOCUMENT (P-EXQ PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION (K.T-S) REVERSE STUD 6 1/4, 2/4, 3/4� 4/4,, 5/5, 7/5, a) -3350 P-i) FOR A SITE SPECIFIC PROJECT. Le. WHERE THE SITE CONDITIONS DEVIATE MOM THE PX-D� - 1/� , CF TAP -MP ANCHOR$. AS MANUFACTURED BY INKI-FAST CORPORATION (Ifo-3600 P.S.Q VARIES WN., - - POP P (V CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTOR. PURCHASE AND INSTALLATION INCLUDURS LIFE SAFETY OF THIS PRODUCT SEE BET IW/10. 2W/10. 3W/10. 4W/10. 6/5 (D A,l) MINIMUM DAIIEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SKALL BE 1 3/4. 2 ANELMATE FEMALE BASED ON INS P.E.0, PROVIDED HE/SWE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. 1/14 A, 2/14 0.344* .37C SW/10, 6W/11 & 7w,/11 a) CONSTRUCTION SAFETY AT SITE ISS THE COWRACTOR�- RESPONSIDILITY DO" ID AND PANEMALTE PLUS AND 1 Ile FOR CF TAP -GRIP ANCHORS. (0 C: Aw- -125' rlleep-2.0. 30. ANCHORS: MR CONCREIT SEE SCHEDULE ON SHMS 8 & 6 > A.2) CALX-IN & SOUD-SET ANCHORS SK41 BE FREEDOM 7/8' IWO 7,HE POURED CONCRETE. NO EMBEDMENT INTO 1�,,) THIS PRODUCT EVALUATION DOCUMENT WILL SE CONSIDERED INVALID F MODIFIED. am RrAM TO FOR WOOD SEE SECTIONS ON SHEETS 10 & 11 > AWLE IN 12 1/2- 0'r STUCCO SHALL BE PERMITTED. Ile 0-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO DUST, 1 40, L -,a4G' > WITH WING NUTS. ENGINEER OF RECORD (FO.R-) FOR THE PMIECT AND WHO WILL K RESPONSIBLE FOR THE PROPER USE OF THE PTO. ENGINEER OF RECORD, ACTING AS A 00-UATM ENGINEER TO THE V E c P.E.D. ENGINEER. SHALL SUBMIT To THIS LATTER THE SITE SPECIFIC GRA OS FOR _KIVP HOUE FOR I /13) 01 CASE THAT PRECAST STOW- PRECAST CONCRETE PANELS. PAVERS, STUCCO OR WOW BOARDS BE FOUND ON THE WIN REVIEW, L UO REGULAR SIORM PANEL5 & ELEVAT -ION (r, 0 0 AD I MINIMUM FOR WALLIS WITH NO STUCCO, AND MAY BE HEADED SCREWS OR ALL PflREADED SCREWS W/O HEAD. (d) SITE SPECIFIC PROXCTS SHALL BE PREPARED BY A FI�ORIDA RECIStERED ENGINEER OR ARCHTUt,- ONE THE BUT "CH WILL DEC 390' -R EXISTING WALL OR FLOW ANCHORS SHALL BE LONG MUCH TO REACH THE MAIN STRUCTURE BEHIND SUCH VIEW= "T .080" L (0) THIS P.E.D. SR4LL BEAR THE DATE AND OFIGUSIAL SE4, AM SJONVITURE OF THE PROFESSIONAL 1, Alm .005, Age N1.& PANELS. ANCHORACE SKkL BE AS MENTIONED IN A-1) AND IN A.2). C: 0 ENGINEER OF RECORD THAT PREPARED IT. KEY 14OLE WASHER 7�6100 CZ HORS AS MAIWACT RED BY I. T. W. BUILM, INC. 1/4- M". GAP ,B) 14. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY mSMLE LOCATION AT STORM 'F* MCK ANGLE (R 34C "F* TRACK (Z) FLAT PLATED 2,67" 0 LU PANEL SHUTTER IN ACCORDANCE WITH, SECTION 1709.9.3 OF FLORIDA BUILDING COX ONE LABEL > 1/4" A x 7/S' CALK --IN ANCHORS, As MANUFACTURED BY DEWALT INC (WIN, 1-c-1500 p,*J.) SMALL BE PLACED FOR EVERY OPEKING� LWUING TO COMPLY WITH SECTION 170.92 OF 'THE 0,036" me .1 WHOLE uALEY) F-L 4- 1/4-0 X 3/4- SOUD--SEt AN04ORS. AS DISTRIBUTED BY ALL POINT SCREW, SOLT & SPECIALTY CO. FLORIDA BULGING CODE GALVAN19ED STEEL-� WITH STLM mam — (W V -1800 P"j.) THIS DRAWING SHAIL ONLY BE USED I "�� n%!!�� 14-10"PANIUMATE FEMALE U) AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSIRLIMON ",IHOUNION, TO YK IV LOW alp PRODUCTS (MIN- V-2011 P.ILL) 013TAN PERMITS IN THE STATE OF MIS To 12 SEE UETA, I m ELI) MINIMUM EMBEDMENT OF TAPOON ANCHORS� ELCO PANCINAM AND CF TAP-CRIP ANCHOR. INTO THE CONOM." 1 vol"Ity N can* Zon FLORIDA BUILDING CODE (III EL= uNn- SHALL. at I ile� U One Zone). Velocilly Nu can* Zone), N 20 "OE SALVANIZED STEEL STORM PANEL tc ## - -375'0 38-0 /e \T-/ CF TAP -MP ANCHORS, AS MANUFACTURED BY TRU-PAST COVM110N tjk A. Tljel� ?,,. I I � IF T, I- -- 4. - MAk GAP No.44167 FLORIDA BUILDING CODE (High DROW M OF PANEL wc. FLORIDA BUILDING CODE ifth WItalty N 4--.N WAIT TKnm W. ry, -04 & SOLID-SCT ANCHORS SHM 0 4 67 ' I norm STATE Of 8.2) CAUK -L BE EMBEEDDED 7/8' INTO THE CONCRETE BILDCK UNIL NO DAES WING NUT 20 SAM MVAWIED STEEL STORM PANEL ORAPNI 91, 20 GACE GAI.VANIZED SrEEL STORM PANEL INTO STUCCO SHALL BE MMnTED- 1/4' -20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM SHOvis V.- GU)BAL PROTECTION PRODUCTS. I.I.C. KKX HUE 0 3331. -112 71&1 1 .... PROTECTI STA OF L C� Slens, SUMMIT GLOBAL ON PRODUCIS, I.I.C. GLOBAL PROTECTION PRODUM. I.I.C. Z L DUSE. AND I" MINIMUM FOR WALLS WITH NO SIVCCO� 11LIECOIN Al PANU DOE 'E WE, "ONE, (".)'R,-,6.k 20-176 N.T.S. I 'o, -- Fft (04)M 4600 ILW at low C. R @ 2'X7*XIZA" 31114 4:1-1VISM iW .4 11LIECO IILIEZO.. =41 ft OPAINNO ft PHOMID I FAX: (04)MG-M7 P"DW-- (054)0�7�S. 0%1"0 Ift ALTERNATIVELY. USE "K NUT W/W 20-176 UM.Nee-M 20-176 I M ALUMINUM ANGLL MONOLITHIC WASHER W/ AMUONAL iA,�Iq IATEUT 6, FM-9 SHUT 2 or 21 W=." F-71 1 OW 3 Or 26 0 TPIoUa; 9) INSTALLATION DETAILS FOR REGULAR NELSO) & U ILUM 6111132.11.11[3m LMVnf-W N9MI3k13IeL& ma �14MI33da .11.6 ]a sea CONORM ANCHOPS = ScRiEDUM ON $wAn 0 TMWUG- --E.D-A A ir(a) mum - I I SHOETS 0 THROUGH 9) ilk j, elm " 0 12 1/2- az ta, a ED /r oc. ;1 CONCRfor BLOW CONCREIE ANCHORS W/ MW ANCHORS [SVE $01ADUILE Starts a netaw 0) WALE 3/a-l- CEILING MOUMM olkff� SCALE 3/8-s- BUILD QUr MOUNTING SECTION 3 SCALE 3/8-1- CEILING hffi�UNTING SCALE 3/8-11 AMRNATE Ulw, PUT MOUNIltm SECTION 1 4 SCIVE 3/a-i' EDGE WANCE (SEE SCHMULE ON SHEETS a & 9) 1 :==N-CS CAN BE COMBINED IN ANY WY TO SUIT AW INSTAL) AMON. 0) 0051114 1 CONCRETE CONCRETE REQUIRED, CONCAVE MOHORS (SIT SCHEDULE ON SHMS 5 THROUGH 41 UMNS A &-F— WALE 318-1- NEW L' WIDE x VARIES x 1/0", THICK AWW TUBE OR I- P.T, WOOD PLATE SPACER M CONCRETE ANCHM (SEE SCHEDULE ON - SHEM 8 THROUGH 9) 0-4) iMAIL, IK�= Immas *A- ILI: Y LID 991 M.QV wood W.0 "-X 1E.D. - EDGE DWANCE (SEF SCHEDULE ON SHEETS 8 & 9) N= EM CQh0hMW OF SECTIM; TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY CASE E (IRIPW INSTALLATION. I VALE 3/16.1' No S' sk, 44167 t S ATE! Allm 14nm oil- a" "I- ZVI 20 GOE "tVANIZED STEEL STORM PANEL F.P. UNION In, GLOBAL PROTECTION PRODUCTS, LLC. 400 &X 61 5RIVIT DAME, rL W314 PIML (964)SIM-150. FAk 7 20-176 M I XP"N. Sam Ii W IN, --ANCHORS: FOR CONCRETE SET SCHEDOLE ON SHEET 9--- FOR WOOO SEE SECTIONS ON SHUT 12 M... 2�07' 3" Ml� W OVERLAF�-' WHas VM= 1, 56x I Ef OF M�x -a Nut 0 0104 T fill WE 3- MAIL 5M OF %7 13* M- 00 or V X WK ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEET 9 M�x FOR WOW SM SECTIONIS ON SHErr 12 L REGULAR STORM PAftz-(�) & ELEVATION Ile WX, GAP (MR OAFAAP -I wHOUE UMLEY) Lyef-20.3/4' S,S. BDLT r-1 W/ 7/� at T. lVt�, WING MIT OONCREIE ARCHORS, CONCRETE ANCHORS ON Ile t� L-(Sm SCHEDIouE La $MEET 0) -7EjjONC"CUE 01 U(ME OR $=ON A -A 0,040"Um SCALE 3/32 DIREQ1 ANQ WAI& NOUNTING DIE KQU#MMG INEAWAMN ON 9 SEC710H 10 SCALE 3/8-1- Sek-LurmiLl. E.O. - EDGE "Cl.. om (SEE SC EDULE TOP & BOTTOM MOLINTNGS CAN BE SHEET 9) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 44167 *% 20 GAGE GALVANIZED STEEL STORM PANEL - I ii*TE MBAL ROTECTION PRODUCTS, I.I.C.1 awn �F 20-176 an Cn -*--a U) ICU 0 L- C/) CL CD 0 C: =3 -0 CIO 0 L- 0- Q) Cl) ICU Cn W Z Z SHEET NO. SH 1.0, wl1''4 1.3R+ CONTAETE ANAMDIa w� PwJr• WALL AND FLOOR MOUNTING INSTALLATION FORM SPLIT PANELS aI SRIEi a A in i x_14, MULLION SCNmuLE Mw MULLION SPAN (FL) REQUIRED 16". TUBE MULLION 4 4'-r 2' x 3' x 1/6' > 4'-s' TO S'_r 2' . 4" x 1/e : 4'et4" > 6"-rD" m a',O' 2' x a` x i/6• 1. S. k 4 SPANS µ,HQ + UP TO A FOR AS 72ASG j PRESSURE RATING W PMkARAALIEL G7�ORAFON? 5� SLENGTN. SECTION i SCALE 3/8.1- NOTE: MUWINi CAN A150 IK 7ISTALIED 1R/0 STORM PANELS ON TOP (ONE980PANEL OPENING W1 TLOCATED TOP Aa TOPORBatTgl OF OPENMG. rw wukoN {31V4ti TPu WITS ww'!! A NW. { X 6/t4'. tAPfbIM Xt. \Iz�1/4- n D,} POUT - rtivIl• - allI��i�� MALYW SPAN " Do. 11Aa]DN SOIDI. SPLIT STORM PANEL ELEVATION #N >J SOME I/r.1` 2 INSTALLATION DETAILS FOR REGULAR INTO EXISTING WOOD STRUCT PANELSCD do (dA RES =1 aY 7 nN[ m n s� NLRr1 e n uw.saee s r ac NxeRHR Ib104 NM3OL 4 14Y r . tAA tlaawa x j HrF ua v°ew/Irmv / i/PANeIn / auv w MH `�. H wn. 111.tARIIA rop wow�i vv1. - t W}lel1R® RT[TMT.I1 1 Y Too POTS /1Mwiu,l+st J1 t i 1K K wRw wm W/ �1, � t I - Nx I Diw i I •_ 1 a•.sn• Ltx 1 3 Ha I SOO • Y IS DA- � i7-Fnv eN n.Et I `J II ASP a+�6 w aas ; wAM 1 INSTALLATION .�[ -. ALTERNATIVE 3W I t RN SCALE- 1/4' . t` mw • v ac ) fOpW ' � plRt. i 4 t ,I3 ilgi1 4N 1 ' 1 r ;..',y 1 RAaNG b new w1r� BUILD-M MOUNTING CATION ALTERNATIVE 1 W { ' .I t� w6.sw r,x. ww LA-L-1; INSTAL- 1, K .PwAPmr+ir n L mN/ At MRNwM OF %.% SCALE_ 7/4` . 1' CEILING & €LOOK MOUNTING WALE k FLOOR MOUNTING WALL LMOUNTING - INSTALLATMN - ALTERNATIVE AW INSTALLATIONS - ALTERNATIVE SW (SECTION AT TOP IS UM IED TO +5&5-67.0 MAX. SCALE 1/{' . 1." RNSTALL►THNN - ALTERNATIVE 2W A.S.O. DESIGN PRESSURE RATING) SCALE: I/4' . Y SCALED 1/4- - 1- I t �1EhWWr48 IW FIIeN1 NJR.ED (.• ua Wws . r.,,re r H" 1N1PiI® ! ND ON1M31lWP llLliiS: 4TL1NM74NH11M/A A,,.tit �+kN E N6 1��NN SCALE: 1/4" r.1• 1. MS7ALLATIONS ARE ONLY VALID FOR. BUILDINGS WITH A,S.O• DESIGN LOADS +sA>al �� .• +•., r� P. EN ''• '% P i0 +55.5 -72.0 D.f. AND PANEL'S LENGTH UP TO 8'-8". U P. : 1�: ` 3 FLORIDA BUILDING CODE (High VdacItHuFTdcano Zone 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN °'�0 �� INC, PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL No. 4167 � z 20 GAGE GALVANIZED STEEL SIM PANEL DRAW BY. NOTE FOR COMBINAMOj OF S=5.: o#; - = o:, ST OF r ' /► GLOBAL PROTECTION PRODUCTS. LLC. ■Bit TOP & BOTTOM MOUNTINGS CAN BE :;'f} ,, Won S.W. 51 STREET Huff a iNOTN[EIINRD trowANr n/WE F1.. 333u 7(��11Na COMBINED IN ANY WAY 70 StLi7 ANY 4,�t('+JQ� 2 176 0 xw. ]1N fM. M1 A1N _ 3I. 3Ik MRNM WWOM NOEL {B34)6M-75a5.. FAY, FI%}MI-8711 Hw.,: at,-tmP,F-tpA 47t-tN, INSTALLATION. Ar Ai. (+ Pop TA-DwdTty A. �a rs A. rPnr a. • w AFMNrl iiDNNN2. SENfSGWT11M5/Gt7E W&TER A TAtTT Jy„, eTE. SIEST la .w 29 CONCRETE A 04M (SEE SCHEDULE ON� SiEE7 14) CONCRETE ANCORS {SEE SCHEDULE 4)� MDUL ON PONIED CONCRETE tAtANw '•i II- p � wMG MIT : aEwr 67W • Iz t/z• O.a. ACHIN: /1 i/a• R t 7t5 To o 12 f /r v (SEE bET. 1/14j /I i 1 I i 3oR caH° c i at= WALL REOWm i I CONCRETE AN04M (SEE SCHEJXX.E SHEET 14) , POURED Cmt OWE WALL MOUNTING INSTALLATION WAI.L AND FLOOR MOUNTING INSTALLATION 00 - SECTION 1 SCALE: Veer - I' - SECTION 2 SCALE: 3//- - 1' NOTES�_SAFETY STORM P,bNEL "tY_$iEM"_1NsT.3ATN T. LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) OR AS AN INFERIOR PANEL. (ANY PANEL LWATION IN BETWEEN END PANELS). UFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED ADJACENT TO REGULAR PANELS (W/ OR W/O REGULAR TRACKS.) 2. LIFE SAFETY PANEL CONSISTS t>€ 0.03/` GALVANIZED STEEL STORM PANEL AS PER COLNPONENF , + SHEET 2 DF LWtAWlND, THIS PANEL ALLOWS ITSELF TO BE REMOVED OR INSTALLEDFROM THE INSIDE OF STRUCTURE. 3. LIFE SAFETY PAN&L REQUIRES TOPBE GOMPONE AS PER SHEET 2 OF THIS DRAWNN TO BE VENT Q & BOTTOM TRACK TO COMPONENT Y BE INSTALLED WALL OR FLOOR MOUNTED FOLLOWING SECTIONS i & 2 ON THIS SHEET• AS WELL AS DETARS' , & 2 ON SHEET 14.Sli`Y`' 4. Kin. LENGTH FOR COMPONENT ® 75". =I MIX. ANCHOR SPACING FOR COMPONENTQDANCHORArE AT BOTTOM IS GIVEN ON = SCHEDULES 1 & 2, SHEET 14. COMPONENT ® MAY BE PERMANENT OR RE19NABLE. S, SEE DESALS FOR INSTALLATION INTO WOOD FRAME BUILDINGS ON SHEET 15, AL, B. SEE SHEET 4 FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE INSTALLATION OF SPACERS AT TRACKS INSTALLED ADJACW AND BEYOND TO STUCCO/WOOD BANDS. A 4, FL • .iii#liii iiiiOilsRR7iiifi)•iiiiiTriiNii�illrii! IN�� long IBM L-1111-1/4, 2/4G 24/4. 3/4 AST 4/4 j yl, 2r& 1W/15 y1, & 1W/15 ' ALISNAM LOCATION i _..T ON LIFE SAFETY PANEL L.. AREA W/NO LIFE SAFETY PANELS I LOCATION #' LIFE (SEE NOTE 18FLOTj J ---- i.e. REGULAR PANELS W/ OR -- W/O REGULAR TRACKS SAFETY PANEL. - BELOW) • LAST PANEL (:i m BE WALLED AS OPTIONA LIFE SAFETY S�W4 PNEI QPENING SHNL ALWAYS BE PROWpED WJ RFAR NANOE Wft TOFACLRATE MSTAtl E R/TENOED TO IHSAILLED OR'ROUCM FROM INSIDE ' ' ELF BE SCALE 3/32*.1` I B SEE' NOE t PARRS. B AT EH' OY°EPANFll�ou" SEE NOTE 1) SECTION B-B SCALE 3/32'-=1' MAXIMUM A.&D" DESIGN PRESSURE RATING (R.a.f.) AND CORRESPQNDiNG MUM eMEL LEN9B "I" SCHEG(LE (VALID ONLY FOR PAI ELM"II krth INSTALLATIONS AS PER SECTIONS 1 7NRL1 I& not SUMM 4. 3 A d1 pRMI%IMUN ASR Lax. IENDIH M11N0 .it ($i• K•N "`' OONINIgN +554. -72A 7'-r OR LESS 2 IN L#4m ED 1 1HRU a k 7 +S". -72A 1 27'-r TO r-r Mi. 2 3/4' UNBOLTED . 1 Tito; 5 a 7 +35A, -729 aY r TO '1'-2- MN:. 2 IJr ' AT WNF3O C1M 6 +43A. -4a0 12'-1' OR LESS 3 1/2' ' aD� N i1DIL,ICM 4 9 a 10 BOLTDI!Ff 1/0-2dn' Si M:A k WMGMff 7J MOW k KAMM OF PANEL (VAUD ONLY FEW PANELSM& Q DWAUAT06 AS PER SECTIONS 1 THRU 7) ON SHEETS 4 a: 81 MAXIMUM A.S.D. IGN DES PRE-MM'G�{UP.R Mthet" MICHORS SPACING FOR ED.. 3 1/2' - SE a MVY�� NA%IAIM PANEL LENGTH 1' 14) TAPOOK CF S CARP CALK-K PANDAMATE FEMME 10 PMHLWIE PLUS To OIN"N"'. C 70.1 I to 1 To. CONCRETE ToA/,) C� 10 CONCRETE to COBN�CRm : TO CONCRETE C BLOCK 5- N/A WA N/A 8' NJA. e. d` WA 1 (w) S" 1' WA WA fl• a` e` e• B' 8 1 (BOTTOM) N/A WA N/A d• N/A I. WA v N/A 2 S _ WA N/A N/A fl• N/A. 5' N/A S N/A 2 (807FOL). +55.5. -720 Y.. N/A ' WA NIA r WA b' N/A r NfA 3 a 4 (TOP) 7'-6' OR LESS ORLESS 6' r NfA N/A S. S C a' 6' 6" 3 (TiOTTOO dR.. 'N/A N/A N/A r N/A. d' N/A d' NJA 7 (TOP) N/A #/A 8' 4` b• a' r 0` 4 a I (BOTTOM) N/A NfA 12 1/2• 6 1/4' 12 1/r a 1/4- d 1/4' 6 1/4' 6 1/4, S 1/4' 3 (mWJ60TTOM)::. SEE NiEDI la ! 11 FOR AND1MIS TYPE k SPXM FOR WSTALATNHS INTO WOOD FAME SAUDI& WOOL% ANCHOR SPACIOUS NSF MNMA1 DICE DISTANCE ARE I DWG) ON THIS SCHEDULE FDIC EX, LESS TTBR IDR)1TE0 ON soem E REDUCE ANCHOR wmw By MULOPL"40 SPACED SHOWN ON SCHEDULE BY TILE FCLawWD FAL7pi5. FOR TOOOPERATORTO BEPD931SE REDUCED SPACING OBTAINED uarG FACNTIR. SHALL. NOT BE LESS TVIONNNUM SPACD INDICATED FOR OW1 M0100 TYPE: AT ANCHORS LOW& 11b[ 1/4'e t!,-!:R 1/4. 1/+. i/4 Ife... WON or Y p CHIP P HSYK-RI IIXD-LET le(. AMNPR OWING NIN 3 3 3 3 2 1/2 3 ♦4WRFpluYR tw.N.M. BLi 3 3 3 3 3 31/2 wAM,7 Oww.M Elul# 3 3 3,12 a 1/2 4 3 1/1 AWL LY MITE CMKV KC NW 31/2• � - - AD tkO.. 3• - ' N.9p Sm - NAG A - 31/2' - 1m Hm TAa 1/4• LD.. 6/r WHO BRASS Bum«NG W/ INSTALLATION DETAIL, FOR PANELSa A 1A i/4`R-2OR2' 6.8. N.S. f "A 6 1 `- PANEL L RAID R tJ4' D.G. UP 8-r INTO EXISTING WOOD STRUCTURES FOR 1AIGif57I 7O d N NEL OR Ifa-1G m U MO. PAIEI,WIE FEM41E PJ CR PAHIEl3MIE Plus o ,.� 12 1 ((yy oL C. WOR I t/2' N,,. THIEADED '^.. PENETRA m 1EiDiR TUB ALL lEHGnHS UPTKM � _ ^,• � % saw" 1NRMw 1 M dd�4(OfD "+ � �... y 1 � � TIODD hFAOBa F }fj I 1 I y 1 � .� L.� • Wa."t. 1 4Y- i:$. 'ap,79 ED 1EOF n 1 1ti I-- I ,W. Eat EO 1 r ]i6yj, 1 WYAD PPD'DFn 7 IWPARD 1 AM I M d ) T ALTERNATPA i W Ai SERE AT11/E 2W - 1 SO4E 3/8-7• SCALE 3/a.1' I T R j 7 I SEE SCHEDULE�1 # SEE SCHEDULE 0. 1 ?- - tISOtT a f 1 I FiAmI. I l Ew1a.NU7 €ERY T GLASS. I . a pa I a 12 1 RL. /z• i ' i I 9 ED EO EO t � fD y EO al EDIT EDL�jj �... 1/Y� }.f. EQ I I F_ ?; ' I ED I 1( -;.T:U1- j �•-! i tty,itl�,\ ( i {1 I` ff wwa PuoE " f,,.yf31 REalffG ( i `'-. VAS` rD. x 51r tale BRAss eJswxi i i t, s w/ 12a2' Ss ws. 0 6 7{r G.c, Nip i +Mic Ira. 1 4 a UP m TO w s t rwt oR LEND" i tIJ, ,rlg i f4' O,C. FOR INNIE E m a' -OR M.x. r1w PRATE PATIRMATE FFYAl$ Et OR t 4 T PANELMk1F P AA • 2 1/2 a. c wm 1 3 ) fPAAtE 1/ V,G KNAS t:0" OA w -- t ^ NR DWEALxa Pna7.Wf x T E RNATIYE '.ON AL"IERlUTIVE AW 1 II t/Y MA-flMClSTI FWOODAKAY F i OWDTH T6YC WOOD PUTS FOR 2"x4' q{ - a M fM tATG SC+V:E JjB•7" SOME 3/!.1' m UP li ru LENGTHS P 7D a NOMOVIA NOTE SWTTE'R TRACKS HOT SHOWN FOR CLARITY ALTERNATllCE SCALE 3/B.,• ?W SCALE 3/11.1' ND.,LEx4• `TYANpMtHH1HNryM . 1. INSTALL ONLY VALID FOR BUILDINGS WITH A.S.D. OE5i0R LOADS 'A'4 ti ........... a at.. ENS '% C UP ua TO +55,5; -72.0 PSF AND PANES S LENGTH Up TO B'-B', Ste: �� ^. FLORIDA BUILDING CODE (High Velocity Nu no Zone) 2. FOR NEW WOOD FRAME CONSTRUCTION; WOOD MEMBERS TO BE SOUTHERN s is - '^ No. 's*= exnoTLiEGa,31c 20 GAGE OAI.VANIZED PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. B STEEL STORM PANEL oAt:Mn: NOTE FOR (xi118(Nar11JN De SECTIONS: 's q ST - _� 1 Co.GLOBAL IL..ECoN4. PROTECTION PRODUCTS, LLC. Ia00 xw, a SIRE_ GATE: 70P & BOTTOM MOUNTINGS CAN BE PF '•+.L •RHO F TT.: x0 k ENe mIMANr w aw T, .lA 2a!'4 eeRMK. a 2M,e ' DAkG FL, aifu FHCNEI (*&)MO-7545, FAX: (ffi4IOg0-82P7 20-176 COMBINED IN ANY WAY TO SUIT ANY AAA S`$,i : i}, IW« = twW no-Hl.3 , a = nert .N-+au+ oRAnta w.: INSTALLATION. �MIll1 iI1NRM A. .sEAL/slaWliUR/a4TE wKTER h4tl0d7T14PL Me• "ew1A w,. +. W.wPw Ms... a .. . SEER YI.On s) / .1401,14 21 A. \1:. .. i: ee\ /\.::4 .e PEI .3• :L-TiiT�''� (12 tJ2'0.( TO 110LD PAN air hw,, (GISE I) 31 MA. fCASE N) M?ERNATE.!>. /\ y p i u ¢ SEE �j #2 FOR Mml. ANCHOR MASK. ANCHOR SPAONO SPACING DETAIL 2 •FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 2) SCALE 311r - 1' MAXIMUM A.S.D. DESIGN PRESSURE RATING ING a fi AND CORRESPONDING MAXIMUM PAT. LENGTH "L" SCHEDULE ((PPDLSINffi,Y�gRj,Y TO 4TCT= I k 2 INL1jS iTLTt FOR )a.iF Sae erppy Pyl; A•YSTYu ON cM€E•T t3l . WI UM MTo � TAPMN Ef TAP -GIP OMK-RN PNp.WR MAU D. PANELWdE PLUS CTWAPPLICABLE a AP �O THEM ION MNwUM PANEL. tFNOM 1'. (n.) TO ar�7E To CO RMC. TO To � COeRRETE at� Jf' r N/A N/A N/A 6" N/A 1- N/A 6- NIA 1 & 2 (TOP) 55.0..-72.0 B" 7" 9` 9- 9' 9- 8' 9' 9" 9- 1 (BOTTOM) 5'-0' OR [Ess 6' N/A N/A N/A 6• N/A 6- N/A V N/A I. a 2 (TOP) +55.0 -72.0 B" 5' B" 8` f' 7 1J2' 9' 1' Y' - 1 (BOTTOM) 5'-C` TO 7'�- +55,0 -72A 4' N/A N/A N/A r NjA 6' .. N/a 6' NjA 1 & 2 (TOP) - 7`-6` t0 8`-6^ 71' 4 4" 6".. 9' 6' 1• 1 (BOTTOM) MCOMW A5.0. DESIGN PRESSURE RATNO '. s,H,3 I (nuo • 5/r Let: TNM lOF # ANt%Lj = I mw a r Mn FRIRI XP CF MOLE) APPLICABLE TO SECTIONS ((&. COEBINAT{3 OF THEM WKIMUM PANEL .LENGTH 'L' (N.) TAPCO7 - EM WAM1a i 1/2' 1 4 1/2' 2 (BOTTOM) Y-6. OR LESS 4' 2 (BOTTOM) r-6- OR LESS +550 -72.D 2 1/2` ? 2 1/2• 4' 3 1/2- 2 (BOTTOM) 7'-r OR LESS +SBA -72.0. 2 1/2' 2 1/2- N/A WA 2, (BOTTOM) 7-6` TO B+_0' +55.0 -72,01 N/A N/A 5' 3" 2 (BOTTOM) 8'-8' WXWUW 0A f6WmN M,4 PNet, tnD,l1 Mral� M� AtOt PIMSNAE IW7LRO (IW>) L• M3 16K IECwNS) C ,ISM. 72,6 Y-d' t 3%A" uaGltm SEE BIER_ 15 TOR ANCDAS TYPE A, SPACM FDA INSTALLATIONS INTO WOOD PMEE BUI DIRIL UM" ANCHOR SWINGS NO MO" EDGE DFiDMN£ AN 0434CMD ON TMS SCHEDULE, FUR C.D. LESS THON MWATED ON SIMEDLRE REDUCE ANCHOR SPFCWG D BY mutLvitr SPAcims SHOWNON SCHEDULE BY THE FOUD04G FACTORS. "A THIS OPERATION TO R Pam£, REDUCED SPACING OBTARED USING FACTOR SHALL Nit BE LESS THAN LDMAIIAi SPACING WINIXIED FOR EACH. ANCHOR TYPE AT NKHORS tBUNO.. AIBIIDR TY►! 1/4-it1/4'o 1/4""• 7/k'. 1/ TN'aWY # ttwenp FINALS to oilK-M AaL. mowSWIL.10 (w) 3 3 3 3 •MIIWy6P4t M)n,} 3 3 3 3 O RAW IIY6.OAT 3 3 31/2 -3 /1 4 AwA CBr om011 om FFeL01I 31 1.00 - trOp (VALID ONLY FOR AS PER SECTIONS 1 1HRU 10, ON SHEETS 4. 5 & 6) 14UMN ACHORS SPACING FOR F_)A . 3 1/rMAXIMUM - 01sb. DESIGN YAPCON... - CF YM-•CRP. CALK-M PMNLWIE FEMME W PANDANIE PLUS SOLID SET APPL6GEYE TO SEOnow f a MAXIMUM PANEL KITING (P•.•1.) m fAFNCRE7E m CONCRETE BLOCK m TOCONCRETE FANCRETE BLOCK toCONCRETE 7tl CDWAM BLACK TOCONCRETE 70 CONCRETE BLOCK TG CONCRETE TO CONCRETE BLOCK TO CONCRETE - TO CONCRETE NWCK ANr CORMNNION or THEM LENGTH 1` (6.) 6" N/A N/A t N/A 6` N/A 6' N/A 6- N/A N/A N/A 1 (TOP) 6" 4- N/A N/A 6" 6' /' 6'.. 8' 1• N/A. N/A 1 (BOTTOM) 1' N/A N/A N/A 8 N/A 6" N/A 6' N/A N/A N/A 2 (TOP) 6' NIA NfA. N/A 6' N/A 5' N/A 5' N/A N/A N/A:. 2 (BOMM). 55.5, -720 1` N/A N/A N/A -REF/A 1" N/A 6' N/A s- N/A N/A N/A 3 & 4 (TOP) >7-51 TO W-E7' OR LESS . 4'. N/A /- 6" 6• 6•. 6' 6' N/A N/A 3 (BOTTOM) a" N/A N/A N/A 6` N/A 61 N/A 8' N/A N/A N/A - 7:(TOP) v e N/A N/A 6' 6' 8" 6` 6• 6' - N/A N/A 4. & 7 (BOTTOM) NjA N/A 12 1f2' B 1f4- 72 i/2- 6 1j4- 6 1/4• 6 1/4- 6 1J4' 6 7/4' N/A N/A 5 (TOP/BOTTOM) 80.0. -53,5 N/A N/A 12 1/2' 1 6 1/4' 12 1/2-. 6 1/4'- 8 1/4" 6 1/4. 6 1/4, 6 1/4` N/A N/A 6 (TOP/BOTTOM) 8'-r T0. 11'-v1 55.0. ^12.0 N/A N/A 6 1/4" N/A 6 1/4` N/A 1 6 1/4P 6 1/4- 6 1/4- 6 1/4` N/A N/A 8 (TOP/0011" ) 8'-1` TO 11'-2' N/A N/A N/A.. N/A N/A N/A N/A. N/A 6 1/4" 6 1/4- . 6 1%4' 6 1J4" -a.. g, 10 .(TOP) 43.6, -IB:D 6' 4' N/A N/A N/A N/A N/A N/A 6` 1" 6 1/4' 6 1J4' 6 (BOTTOM) OR LESS 6" 4" - N/A N/A N/A N/A N/A N/A 6' 6• 6 1/4- 6 1/4` 9 (BOTTOM) 12'-4" OR LESS N/A N/A N/A N/A N/A N/A N/A N/A & 1/4" 6 1J4' 6 ij4" 6 7/4' -30 (BOTTOM) SEE SHEETS IQ 11 AND 12 FOR ANCHORS TYPE ! SPACING FOR INSTALLATIONS INTO WOOD FAME BUILDING, MINIMUM ANCHOR SPACINGS AND MINNAM EDGE DISTANCE ARE INDICATED ON THIS SCHEDULE. FOR ED, LESS THAN INfS TED ON SCHEDULE REDUCE ANCHOR SAACRD BY MULTNLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS, FOR THIS OPERATION TO BE POSSIBLE, REDUCED SPACING OBTNNEO USING FACTOR SHALL NOT BE LESS THAN MM" SPACING INDICATED FOR EACH ANGNOR TYPE AT AMOHORS LEGEND. Am" Tm 1/re 1 A'. 1fv. 1/4. 1/4'. 7/V. TWWxMf a TAP -ow D tAiii-IN ww-SIT Mh ANCOR SPACIHD OWd I�[P.RHRM4M1 DaMtz) 7R.P:.MMi 4+w.4 6MeA (wJ 3. 3 1 3 1/2 1 A 1/2 1 4 3 1/2 AEIMIL fa. IMK MMMX F A'C T 0 R t t!2• .ss .3s - - - 21 .• - - i0 O.R.7 3 ,�• - IRO - IAO t-0o INSTALLATION DETAILS FOR REGULAR PANELS(I INTO EXISTING WOOD STRUCTURES / do I,{ P lhtp PANEtAU1TE'PLUS 14-10 PANELII.TE PLUS (/ 4' %�'THR 1 a.N R 1 7 jj } 14-fa PANELMATE PLUS E T 4' f 1 TFIR£ADED PENETRh71OM M THREA[iE0 PENETRATION m E7(iSTING HEADER T WOpD l{�Aq ER TtRYfADED TKRI m � ... EO05nNO LEADEN WOOQ ` :• f ... WOOD. REOUIREa EAISARO WT7aD' HEA007 zl a• t t MIT LOIN f STUD0 i 6 1/4• ce. i / f� a d W oA P 41 J i T� t WOOD HEADER 1 i WOOD HEADER READ I J Mn I /�T RMU14CO 1 I I f t 1 / 1 r 0 } _ r SEL SCIAOE ON -; BEE SHEET A ON TEE SCHEDULE OH 6TA+i. 1 --..-.- ..- -*-- ''--- Amu PANEL LENGTH TO .^.- .•-Off`s..-."'9 Mnx. PAH11 LQIGiH Moc PmL �1{a4-2ars•S„g:. t/4Y-2o{S aS,� (SE£ NOTE t) , (SEE LENGTH NOTE 1) 114Y-2wt1 3.&. (SEE NOTE 1) t r I ! i ' A t • 1 r OF 1' 's 11AN i OF i MAIL I • 4X#M' T � 11 M i i 1 uMr NERI STIR • Q, • 12 _ } Ea (( £v. 12 t OL i �.__ • 2'x4` WaOa }}. 2'94" WOOD PE+1% ; ) 1 L_ 1f4'I LAG SCREWS 2"s4' WOOR..P�[t L.,.1 t i .M MIL. THREAa£D HPµ„ k4-TO PANEtMATE PLUS REWIRED t 0 6 T 4'.. O:C» W/ i 7Ja• R£4UIt£0 l :. 1 REaUBS}} , k : P6YtETRATN)N AT ° MTOWRTTH OP PUfi£ W's If W`RNTH PENETRATION U I j 1/4`1 LAG SCREWS O t_ 1° aD STAaa£a:ED w/E STUD W 1 1/2- MN. REOF RATION ) I 1 j DIRM BUNTING INSTALLATION w4 ATTH MOW PLATE TERNATIVE t!WDIRECT MOUNT SCALE 3/6-," NQ INSTALLATION DIRECT MOUNT NTING INSTALLATION LLDLES: SCALE 3/8-1` SOLE 3/8-7• 1. INSTALLATIONS FOR ALTERNATIVES SW, BIN & IOW ONLY VALID FOR BUILDINGS WITH ASD. DESIGN LOADS UP TO 443.8. -48.0 p.M.F, AND PANEL'S LENGTH UP TO 12'-4' .., r+/4ySS. 2. FOR NEW WOOD FRAME CaNSTRUCT10t4: W000 MEMBERS TO BE SOUTHERN ,yd` ... -Q•,• CSF�'y PINE N0. '2. W/ SPECIFIC DENSITY OF 0:55 OR EQUAL. y v to FLORIDA BUILDING CODE (High Velocity Hu no Zone NOTE FOR DU ._ •TION OF GCTIpNR• No. 41 x mma ri Ew. Mr 20 GAGE GALVANIZED STEEL STORM PANEL r, TOP & BOTTOM MOUNTINGS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. if = A;• '9 " - 3 0'•.. F1 RID .� GLOBAL PROTECTION PRODUCTS, U.C. 4-S C C ENO. 4.00 3.W. 61 STREET. nw1N sr. Inls4/2Gn a,e _ , +qA r(' •, , ...!/ F COWMNY AWE: 2 S31a 1?b L� `•,•F /T U� Nlf I NI.t A L 31w l fk %5 NAM iW0w8 I, 2MY PHONEt4aEi6�-74iS FAY: (064)m-v97 - rts am A- 6N. N„ 174D IN-tSii_ .. 20- !!N i41MHa AyBGNANRF./CME is 4Mw WNWNN .a e4w aP.wM. eee A t '- ORAAYYO Ho: .6 4"'V T609D°71FT IE: SWOt 12 OT b INSTALLATION DETAILS FOR OPTIQNJ! 1 FOR LIFE SAFETY STORM PANEL SYSTEM /4P AG seRWs. r AA w/ INTO EXISTING WOOD ,STRUCTURES T 1J2 Ii . tFREApEO FETE7PATDN 76 ENi57WG WOOD FWADER ON & N HET�9 /L� m MR M11 4LASSN X aFD 1,. Ile* 'AD ECPLTRS O r O.C. W/ 1 1/Y _ 1 C I : IM+. 'ttIREPDEb PENE7RATOw OR 1/49.D.Y5/r LOW W.ffi SIS"D W/ i/4-4-20-- SS MS• • r OA. OR 1/4•F-2C PMa1WAlE FFNNE D OR PARLMETE PUS a r PAiMMEb PENETRATION TO WWR WALL i ONTING INSTALLATION ALS.ERNATyt E 'JCM& 3/e' - I' 1 1, OW94AMDNS ARE ONLY VALID FOR BUILDINGS WRH ASP. DESIGN LOWS UP TO +535, -72A PIT AND PANEL'S LENGTH LIP TD.a'_r. L FOR E SCIn VWOOMEM IRS TO BE SOUTHERN FIE WOOD D tl�t 1 EO ALTERNATIVE 2 ET0 EO 1' f 1lF et�. ow Iixm ALTERNATIVE S 4 QD QD Cn to Or- N �--e v N d) �- � O O .0 Cu0- U U Co (u fl) 0 C 0 Q o O ICU.� LL -0 E L O O 0_ Cu �� /Jo� V CL C'•ei n1 1 t 4 ILL. a O L N .� o (�s N 'R®r y Q (L} 3 > > ) n E C >> ow CIO }^w1A w V J to ICU > O U) CL (D U Co O L� a- U W r� Vf Cu Lu C Q Z z Q J SHEET NO. S H 1.1 _ _ _ , ,. , _ , . ,. +, • �rtwr .ne �;,v r�r . yet ,,, ;�R , m , � I , .i -----._------ ANCHORS (SEE SECTIONS. ON SHEETS 17, 18, 19 k .20) MAX. 3A//7, tYjiT; -54/10, 38/11, 411/17, 38/rIL 3• Mod : Yuw/», lawIts R IIAW/20 off/it. 'nwlts s WN/W r s �! D.M..®ar�--#.�"^r..=�=''.---t^' •,.... a t. I s t�..i,.�..._ I' Yet To mow'I i i sA! TL 5«!n, ss/tr, m/+a 3' MAX`` sAwlts, 7,9Tf/t9 NY sAW/2o i rwIts, teWlYtl t aalw/2a MIN: t' M1N.1 -------- - ANCHORS (SEE SECTIONS ON SHEETS 17, 18, 19 OPTION #2 TOR LIFE SAFETY ORM PANELI ELFYi4T10N CAFE 3/ 6 ! Rut aw A ! « ► _: : :� mil« MAXIMUM A.S_D. MAX Max, PANEL LENGTH MINIMUM SEPARATION PANEL DESIGN PRESSURE RATING (p.fi.i.) L ( CTI (SEE SECTIONS) TO GLASS CONDITION +55.0, -72.0 8'-T3" 2 3/4` - UNBOLTED AU SCALE 3/8'`d3" 1. INSTALLATIONS ARE MY VALID FOR BUhDMGII W" A.S.O. DESIGN (DADS. UP TO +5", -72,0 PSF AND PANEL'S LENG78 UP TD 6'-G`. 2 FOR MM DODO FRAME CONSIROCiIO N; WOOD MEMPERI TO BE SOUTHERN PINE No 2, W/ SPECIFIC DENSER' OF OS5 OR EO 1iiaJ_1:IS 8' DID. ,eTH THREADED W/ i I COMPONENTS FOR SERIES 2000 do 1000 E—Z HANG STORM PANELS (SCALE 1/2-1") .r---2350' 777 (EFFECTIVE i i _ 7 73' , 1 0 .075' I i 1 T S ��5pppppp ,�" I )P TIP 2.244' Sii ` I ' MW HEMMED 3.500' i. , /f 2,657' GAVA TTEEL / ! Ij 2.24A yy�. EDGE C:l GALVANIZED BTFEL.. S J Y2 , 4r"+. i 1 ' R �' I 7YP. A$TN 5si ' -I FEARYIEO DETA9. O� CRA9E'3o MWWIUM d.! G-bG GAf.'V, +--------------- LBEU0. A 48.8' ' •J .35G 35a -. 212� 1..,_.. = w`')'^.�^2.470'� STORAi PAIiEL — z47o'- !e O2 REVERSED 'hes TRACK tilAY€R= "U" tlL4s`K PANEL'S ENO LIn `. W/ NpIMED eYtGEL �`-75Q'.I.�� u.«..,.-�I w.ae12• 3. �a50 -•-r- *V ! '�� tSOA::VIEWOETAI LA 4a 2.060. ROUNDED CORNER O ENDS OF PANEL'S I 2S .750" END UP W/ HEMMED EDGE 25" ,t 11 AA�sSI es es 4O .#LIBACK O EME _W 17 45"(' ox) ALUM, ANGLE 1 1 I WADE -y T- 6061 T6 Rum. ALLOY If .i25' Ut No..44167 1 FLORIDA BUILDING CODE NI h VNoaN NUFRYtane Zanw I mmo taT[es. tNc =--.75D'---- f.P j i ': A 20 GALVANIZED STEEL ST010M PANE 4-3' �s. TEOF GRGE L y' Mox:--t ,, s'• OR ......... __:.: GLOBAL PROTECTION PRODU LLC. R#I.' C MNa, ` 0 3esx3'(ax.) . AN $ STOP BAR H,,Sr NAIL 4aDe S,R St "soer 11 LONG HHINIYM / TWLa r - acMwlen• aaAL FL.3UI4 �, "tom (UsW-IS, 2G-176 �63-T5 AlumALLOY a''tar aesloa a altw '.sy, r.*. OFAWNQ IN, G-Qe l ffJ PE SFiMJ59&Y.nA/WTE WAL#EW A #SILT HdLG. ad ob-u3. INUALLATIN DETAILS FOR OPTJOH G E08 LIFE SAEM STORM PANEL SYSTEM ..t14" TAPCON ANCfipRS ._.�3; }' iAPaON AFK;N9R3 t 4' iA?CON 1Q Cf _ _1/4' TAPCON AHONQRS 1 a.G. FOUROR GGGP,CYSEtE " I POOUREOR �ftEi,' ! POURED, CWMGREtE, ( POURED CONCREI : BLOCK REQUIRED t i � BLOCK RYE ulw � �* d OR � s j OCfS. fEREU � 7f4' Ile ED+ E0+ 3Ca+ t !EA+ R { ! I t e a L MnF ro .` I Ysb Gas is 1 E � w #MtRatlaw fi i i ' ! Mlu SIFAAags m : � t ! I^ autW m N i o Y.. stet BRwt 1 '. 1YR- I `C W[a 1C U MRt 11N 3 j i ens tq _ { EXISf11+M4y ' 1- Ex+St1N4. Y t 1 fE GLASS- ! s ' GLASS- l, CLASS •: dA55, ! ! IRO"I , µ�.., Y tee_ .a Yale MNf ! y ,« I Ile El C �as I 9 3 WIaO Mit♦ 1 atP+tlPmow71 i s t Y , t u 55 � ART 1 # 11 k S M.s, Wf i tF2' �, fi4^s-20e.31#'S5. M.S. w/ %/6"sa3/32 WIND 'NUT WASHER 'T/8"ax3/3k WnYG FfU! WASTER 3/32" WIN; NUT 7 By : 3/3a" wMG � .r,. eta Y/4" o.G,: is°' t«E.YOND) J L WARY a t2 1f2' O.C. ( NUT WASHER (BEYOTiO) [ : 1I4" 'FN'itON ANGI#QRS I - , � t[4" TAPOON -ANCHORS S 4 TAPCDN ANCVbR5 °_�-- T 4 TAPCfJN. L LB. 4 t/2" AC - g ..._ . i 4 t!S' r_ ? � 4 TI}� a.C. } O i FRS O.G: j( (STAGGEREQ W/ S") (5fiA*a "" tiff SM) I OYNYCRETE L ... CONCRETE 1,.._.__,.EaImEO CW1CREm ._.„„.#O,R4lRE6 OSiRCREIE RT57U BLOCK: RECUR EtE BLOCK GR �EOt:a rllr LRDCs ORemumm RETE RLaaK, V" GLINTING MMLLATION WALL ,S� �fl L ATION WALL MOUNTING I uyl AJION MOUNTING INWAILATION � At. ImO � n4 C TY PANEL 4 REGULAR PANEL �fl� E �PY P ►►f SCALE 3/8`=1" SCALE 3f$""'t" SCALE 3/8''=t' SCALE 3/8'=i" a/ ,y6N'zy Ft GRr A u� ! D B LRING CODE H h Velocityflu no Zone . AE T s mom Tn1m sic.-. : NO. 41 a p: _ „ 20 GAGE GALYA#Rifb STEEL STORK PANEL OWN W. is 3,°„ rry,t.rw..a T jYA/ADm, TEO �. ___..� GLOBAL PROTECTION PRODUCTS U.C. GAS PosmkL :q •.lLEG41le. _ . S ` 4 &R r . ' 1.411D0 S. STAEET. I4 -a . SMI, M03N#0' 'OM'�. RL 31314 �, !C•p ..., � NR aW. .A sA ,•r.. a.AaA a aAla PHde: (454)eet=73+5. FAAF t+s+3+M5-eTsr 2u-r 76 osussPnYm-,an .. .P+ NYft IY 2. STALF94NAhWi/>YiTI:. s• mgwq Nt SCE WfEST fR ! 3ID FQR ANGHGRB SYPE ! AMSIIRR 1W[ _YF4'a TNI10w sPAGIAY. FOR IYSTALURCeN UID MIOFXO RbuE rRNAQIRQ. � +CRY a+Aa+o � a E � «OeF�Y514Rt YKtanYs (X'.u} �ttset•Y• 3 SC#CfttR€ RGR GJF.. kCSs THAN INDICATED GH Pu.Ytw! abyt (Wj •.•}'b sCleDtaE IIMGUCE ANTIfOR w'ADTNa RY Y6II.Tint,xwa spAaIND 9HOWW ON 6rIX1lE f1T8IL EA E.a[61N«IW FAataR 6YiHE FO#iOtYY1G FAl«°POI& Pea TNe OPfRARTIi 70 fK 161s10Ea .�?..,..._.,-,..:. ,R{ - W@GIw OIV4IEO USING FAGL911 SWLL tFiT IE LESS TtYN4 /t4tlYUY1 SPAiM'Mi YNOA`ATEID tTM FACII ANCRION'TYPC ON TH6SANELRlLE ar I P F INTO EXISTING WOOD STRUCTURES ,�,f 4 A TAPG v 8' OLC, 1 4=w TAPGON a 8' CC, W/T t MTHP. t Ii t tJ2 ERN. THREADED . . , P 11 AT -WOOD, PE/NEtRATXkN AT WOW HEADER ' HEADER X WOaR t#:ADER � 2' F i SWi1 { Mn,10 GLASS Y ' aLA5S ..-:,..-, J .. PANEL, Cm SOEOAE' TO CLASSE i PANEL LENGTH Ei067iN0 of Smarr it) ; � (SEE I+a t 8EL0W) #j#"r2GA#" - -. � i 1 (5£E NOTE I BELOW). -� ` S,S, M.S, w7-- I r i 7j8'a x3f32' sin 7 WTNa Nur ,, P a: I , 1 t , LtVa. � t$j .✓'' 9tt i 5' q I f i 1 I t' 2`a#' WDeO 6"► x 3/32" WIND NUT €7/8"w . 3f32• WING MIT TREOIIRED 8.f j4" o.C:.. WASHER a (BEYONO) ( 14-10 IAiNTeLMATE }_ y j$y+I 1 11 014-10 PANaM4TE PLUS t/TktRFt 6[D W# 7 '' t 7. i } T BedaiB 181CM '#, k ([ MIN, Ep. AT M10W1DTH OF PLATE AT MOMOTH OF PLATE WALL, MOUNTING 1#44EATION STMAMPANEL t`�ttYR 1T✓�''H 0 Urt EL. ry0y�3G \cEN :dDAL>;e 3/B'at" FLORIDA BUILDING CODE HI h Ysiocif Nurr aanW Zons r•' v ``'. 4161 oTLTEx mc, NO A 20 GAGE GALVANIZED STEEL STORM PANEL L 7NSTALIATUONS� ARE ONLY VALID MR BUILDING$ WITH A,S.D.. 6ESNN LOAM - - _ 1Y � •� - _ UP TO +55.5, -72,0 PST` AM PANEL.'S LENDTH. UP 7a 8 -8', „ �;. ATE. •.. ! BAIL PROTECTION. PRtiIlUCT1,. L.LC. 2, WOOD'°v'/.> �Frt�irt, V AMC. 4800 SLR 51 3T71 4Dft EMBER TO BE SOUTHERN PIMR NE NE 2, W/� OEtNRU OAF 0.55 ��N��'.. ' DIli9� , TOUAI_'° Nl:: I R14 i^a AMf ANN; FG 7a314 'aIc 20-176 .«.... AA. R, s Ne a+aa:A a ma r (W)W-7e+4 FAxr.MYu=s75Mt-i W - Yfm.: q,-MY , Ab a pu7.rtT1-tstt OMWaw n HHII'V+AMtt 4 N{WYM IA. rs r,:., re..,. ws wnwww .w Ina. Jt.. P.E. - wDa A mfig 3'/24 on Nam 2 WAOO d W/ OR W/o y - /14Ak 3, 4`j2 ► (1E€ Nti)G 2 BCLG.). :3- 2'/24 T`/24 $ 2... B' NOTE BE. E7ANGtO#Ik 11'/24 iWf SCE fo,CtlIYCREff ANCOtaI3 OF b - - SE'OSWNs aY a "•�•-•,p,•-,-• ria.�s A. 2 - tl--""t - ""'°`(Sm sommo £NUN sw b6) "`� 1. " tr ENG ✓]F t� 3PB 2 1 /2 N /E 4 j I I 'I flW4L3. ( PAEY1 TL) � TA {MTER1aR PH#i}°. (IN[EIIY7R AyCt3 CUP YNNEtNaR P - - eSIX NOE 2 3. 4 eetmr SEE Nat€ U, 3. 1 s¢aR j t ¢ F 1 i CI I � I 1 T i I T I , (j • # 60LTm PANE w Ls 3 }} k "a3 F � 'rT" X ^L 4G x rtl• I �°-t� �4a Tff mj� T, ":. a. . . . • • • -• • (TOP).. ISM NOTE SOM I NOTE 3 : rOI COMOREFEANCIWR&. SEi1 low m MRY tE•. Y2'�:';-...,:' (ALTEPMATE Tom# .L. LOCATED, 1 Mn1. # S S Wt F,NEET + AT ENO 4N 1F2' Y iF2`, A.T END PAM� IITQNOR PANELS. - DR 0W/ OR W/0�:% T6'---------f • • LAST PANEL. TD 8E OUST EACH OPtamNa ALWAYS LAIT PANEL TO lip BE ALLpi AT WEjACN. �T UREOPENItK, Si1N.L At4i4,Y5 RE W��(( REAR FMNDi,E 7D £ApUOUE RTSFAI,NYIaN REAR HANDLE TO FA0WAUE IN65attAT.BkNnun ff YM><ttlfEO TD 8E 9NSiALLEO TILE 'NTEtitOED TO 8E iNSTAUEO FRGAI ,,.:- iRSwE LaF STRLaCTURE. INN@€ Of STRU:TIN: m a/3a t COME 3 f,�+'" . I- le Ole NIA, GAP t 4' .GAP Mar, F .' T Moc Gw "� i" J -mow r -13I." De w- ) - - 2 fALtEtItn7E iQCATpN SECTION A SECTION B-8 ArERG PANLTS) A Stu3 -I- M. DEF1HfT ON DF CFR1Fc #qpD; E - Z HAND STORM PANEL. SYSTEM CONSISTING OF PANEL + , onAtT BOTTOMS WAT'/ TOP *PANE PATITIE MATE PLUS OR 15" LONG (1), OEFWQN DF S�FS 2W, E - Z HAND STORM PANEL. SYSTEM CONSISTING OF PANEL + L2i Coot, TRACKS TOPAC BOTTOM, 2 . END R WAYS ( ANEL9..:«HAU. AL BE CONNE TO SILL WALL BY MEANS Of (2).,E(4D PANELS SHALL ALWAYS BE CONNECTED TO BOTTOM TRACK.. OTHERWISE:A STOP TAR. 3. PAFIECAutTES OIL-- USED iLY W/ 15�LONG#�STRACK AT BOTTOM, END PANELS: TSJ SLBtN,I DE PROVIDED, ATTOP OF SUCH PANELS. SHALL. BE COtNNECT€D TD W/ T 4"A-2DT44 IMF 7/ ' Y2" WING FIST OR if4's-SODS Mda. UA#BSCtEfM' 7tiFD TAPPED EPT AS : (3). IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECTION SHALL CONIMT-OF OESC.RTBED ON NOTE (3).. a", 1 4'w-2t11TgJ#" 1LS. W/ 7 8">tx3f32' WIND. NUT OR 1/J4'W53 4' A6n. THUMSSCREW - (33. FOR OASES WHEN END PANELS ARE U5E:JCNNTi,Y w 75' EAND AT I TAPPETS 4.7 MdAY f (�j BOTTOM LOCATION OF FASTENERS 914, EITHER OF TWO EXTERIOR FIAT FLANGES DF END PANEL �p7T9M 6Ul"EIBO PAELS ARE NOT CONNECTED TO BOTIDM TRACKY ,XSTOP BAR V " L 9E PROVIDED AT 70P OF SUCH PANELS. (4). IN CASE THAT END PANELS ARE NOT CONNECTED TO ISDTTOM tRAOKCUTEDi s A' S'{aX'+ BAR ( (4). FOR RISTALATIONS WKEN END PANELS AND SOME TNMYJDR PANELS ARE DIRECTLY PANELS SHALL BOTTOM MOUNTED TO EXISTING SILL PAN USING S ON (3 AP IN CASE, CONNECTION PANETW0 TO BOTTOM TRACK MAY NRD'dE:LS W,,/IY1N0 P�EIdkATES WIND � 9HOwN ELEYAT7Stpl8Q K37 }O/JIVALL (S) SEE SECTION V, 3' t V ON SHEET' 24. SEE ANCHOR SCHEDULE ON SHEET 25, W. DWAKt FOR THIS CAS ' UIi�GR PANEL:. USED Y: W// [+9��E) DOE& NOT2M D #µL11MYt1 � M,ITRACK I11, TAAD�ENT EPANIg FERNSR SUCMNNINAtu ( #:E'FT a, RIGHT FM+EY.) HAS - e.* '4 �;., It !l THEIR OVERLAPS,, RETAINED Bt . '" �\aN .� 'S, FLORIDA BUILDING CODE Hi h VsI Rim icon Zone) r �$ z a2020 1AdFx4, RIG:.. 4 1$7 r 20 GAGE GALVAMIZEO STEEL STORM PANEL sy STAT OF : Gc _ .._ GLOBAL PROTECTION PRODUCTS, LLC. LTc 1 L LF MMM6. +W�Ua� St BYRE@T ¢S,W GA`AE« P. 3a3i4 anF awn. at. Ma- wM.w mau.:a a AI,w P+MND {sS43etN-714a raft {IMAMep-stet 20-176 S -. tYMesx Pal AtF�legl-Mw44 A.wt:+N ssfM �HII�4T/Vtr �. .�.. w ANNYHR NY+ .E A wK1ER,A trial€ N.L PY.C: :. s: T ettCt 23 Or 26 s/#' iN+CON t1 5. 1xi#= TAPOON AN 4M t W 9' D.C. „ e.Y' O.O. 1g is aR CONCRC I s 0 QU�{"JYETE BLaCREWROC E.{: P � QNT; i # i I t a Y •� a t..-,� y . t • y YRW/1 f! I ' 1 f 1 t I F t s _... � _ t4-1Q"rt PANE�LMr+TE PLUS wl # � i4-3010 PANCLUATE PLUS w/ I ! a714 O2C'f CUING NUT WASHER ( (BEYOND) 3/32=Iowa NU'f WASHER FRC1�tEBLOCK � REGUIRED �CONCRE#E BLOCK Yaua 9 LIEE *.AC"EtY P SCALE 3/6"=1- A,* A Tl Any _ SCALE 3/B'+17' nvot BINDING. x N0.44167 "; FLORIDA BUILDING CODE NI h Veto."No cam zonoll *' t i2P. TA,TEGO, INC. P:P. z A 4. ZG GAGE GALVANIZED STEEL STORM PANEL TE WAW NW: e� ....:. �• GLOBAL PROTECTION PRODUCtS• U.C. am A S RC MN I /aye 410Q S.s4 Si /Ir/, aNAL^c, !. OwtW. RL 33arsi tYYYttYtaaa 4• es, R w Coe esm,k a rTWNe (oacMeo IONS. FAu 6 24-176 'R.µw c dAWO n1-tAeD . A• r Psi m.'a, AW' me ,w• a•..r .salt a• eRVR4lG Nw . P.E. 6FA Z$ougtft/DA'E WKTi CA-owls A 7�K16(1rtt,k.. T;G n. am m t f110Ef it M 4R +HE B+ItT i9 ! 2O FGR ANCHGR& TYPE k. tYNdgR .hP,E IFAa 1/41 TAICGtt ARIIf� SPACING ieS MSTNlA7KINS INWi,.M'QM] tlRelW.AnCtpR SPACartS Ate iN15MUM 18G€.pOFAtRCE ARE S(OMAT€O:ON TIII: Na Ni�mi-el[�bF-N�:w6 On b - 3_ Mmm.astwat tCrlmwhr-(h3: 3 "3 3 - S n/p SIUEGIAE tT1REJL IFS$ DMN MA}ICA#Ea ON SCIBGIAE 76D,NGE AII,'M1DR SPADING B`F tUA,IIA,YteG.IPAOU7G SNOwTN ON' �#IEGFtIE-: 1CaAMeD. :OaAF•1, IYIfa OA3 AOWPL "W:O%%e Dr9«Rtj i9Y8a11 RY TFE PDL101YIlO FADFQRs. MR 7H5 6PWOWN TO tE PQFS98IE, REDUCED SPAGiNC QBTATNYA IUSUIQ FAO7aR SHILL ta7T: sE LESS iTYw tMIItaM SPACARG .IdeATEn FOR FATnt ANO{{OR TYpC GH Wus saWDulc Opm;AL NOTES. V«Si3 E_31'ILiiNi ,�I' 0 PANEL 4Sf m 1. E-2 HAND S1DRM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT IP.E.D.) .HAS BEEN VERIFIED FOR COMPLIANCE IN 8,1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PAk£LMATE FEMALE 0 A PANELMAIE PLUS INTO CONCRETE ACCORDANCE WITH THE 2020 (7th EDMON) OF THE FLOODA BUILDING CODE, BLOCK SHALL BE 1 1/4' DESIGN WIND LOAN' SHALL BE DETERMS0IEO AS PER SECBDN 1620 OF THE ABOVE MENTIONED CODE, MI) MINMUSt EMBEDMENT OF 1/4'0 X 7/0" CALL -IN ANCHORS SHALL BE 15 7/8- INT{f CONCRETE. - FOR A WIND SPEED AS REQUIRED BY THE JUR15OiCfWN WHERE THESE SHUTTERS WILL� 1NSTALdED ARD NO EMBEDMEN# INTO ANY FINISH NAATERIY. SHALL 8£ PERMUTED. FOR A DIRECT14NdAUTY FACTOR Kd-0.85. USINIC ASCE 7-18 AND SIW.t. NOT EXCEED THE. xtA10MUM 1/4` -20 SS SIDEWALK HGLTS'USED SHALL BE LONG ENOUGH(SHOULD ANY FINISH MAT€RML. EXIST) TO DESIGN. PRESSURE RATINGS INDICATED ON SHEETS 25 & 26, ENGAGE 31e INTO ANCHORS, IN ORDER TD VERIFY THE ASM-CONDRTON, ULTIMATE DESIGN WINO LOADS` DETERMINED PER ASUE 7-16 SHALL BE FIRST REDUCED TO A,S.D• DES" W LOADS BY AILI,TIPLYN,E THEM BY O.6 IN ORDER TO .. a3) IN CASE THAT PRECAST STONE, OR PRECAST' CONCRETE PANELS BE FOUND ON THE EXISTING WALL, TO COMPARE MAX. P. THESE w/ (MOLD} OEaTGat PRESSURE RATINGS tlNTNCATED ON StTEEFS 25 A: 25, ANCIYORS SHALL BE. LONG ENOUGH TO REACH t#tE MAIN SER(lCRURE BEHIND SUCH PANELS, ANCHORAGE SHAY BE AS MENTIONED IN 03) AND IN &2), IN ORDER Ta VERIFY THAT COMPONENTS AND ANCHORS ON THIS AS TESTED WERE NOT OVER STRESSED. A SOIL, INCREASE ANALYSIS, W ALLOWABLE STRESS FOR WAND LOADS WASH USED IN THERE AtMLYSIS. FASTENERS SPACING TO WOOD HAS SEEM HAS DETERMINEDIN C ACCORDANCE WtiN N.D,S. 20T S: ()ANCHORS SHAD, BE INSTALLED FOLLOWING ALL OF THE RECOMMENDAi10NS. :AND, SPECYFlCATIQMS OF THE ANCHOR'S STORM PANEL'S ADEQUACY FOR IMPACT AND FATIiUE RESISTANCE PAS BEEN VERIFIED 1N ACCORDANCE WITH SEt;TION 1828 t!1'.. MANUFACTURER. THE ABOVE MENTIONED CODE AS PER N TESTING LABORATORY,. R,7C, REPORT :IT 203Z AS `PROTOCOLS TAS-201, '- Tl. It SHALL HE THE RESPONSIBERY OF THE CONTRACTOR TIC VERIFY THE SOUN83NES5 aF THE STRUCTURE WHERE SHUTTER - TAS-20Z AND TAS-203. - IS TO ATTACHED TO INSURE PROPER. ANCHORAGE:: THIS SHUTTER SHALL ONLY BE ATTACHED TO CONS, BLM 2, THIS SYSTEM HAS BEEN M04ED TO BE INSTALLED ON THE OUTSIDE OF THE OPENINO ACCESSING THE OPENING FROM THE OR WOW FRAME BUILDINGS. INSIDE:'W/a THE USE OF A {ADDER OR UFT, THIS APPLICATION 9S VALO WHEN TNSTALIATiON IS INTENDED TO BE PERFORMED t2: THE INSTALLATION CONTRACTOR IS TO SEAL/CAUL.K ALL SHUTTER.. COMPONENT EDGES WHICH REMMN IN CONTINUOUS FROM AMIDE OF STRUCTURE. CONTACT WITH THE BUILDING TO PREVENT WIND/RAN'. INTRUSION, CAULK AND SEAL SHUTTER 'TRACKS ALL AROUND FULL IONINS #E 3, SERIES fiD00 {OM STRUCT TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN iMSTAUATKiN IS REQUIRED TO BE LENGTH- THE OF IISTALLAIM SYUS4. COMPLY WITH SPET:S INDICATED M TH75-.DRAWING PLUS ANY BUILDING AND ZONING PWIN kEGUtl�T1L7N ROVIDED, BY THE JURISDICTION WHERE PEDANT IS APPLIED TO. 4. SERIES 2DW INSTALLATION IS APPL.ICABLE TO SINGLE AND, DOUBLE HUNG AND HORIZONTAL SLIDERS STYLE WINDOWS WHEN TSERIESA200 IS RALLATIONTIS:CPPUC I:DRNED FROM THE INSIDE OF STRUCTURE. 14. ATTGTU ,.. M WINDOWS AND DOORS, INC. E - Z HANG STORM PANEL SYSTTEM"' IS MW PFNUm, 5, A3. ALUMINUM EXTRUSIONS TO BE 6063-T5 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED)' 15, (0) It" PRODUCT E:VALVATKIN DOCUMENT (P,E,D.) PREPARED BY TH1S ENGINEER IS OENERIC AMC DOES NUT' PROVIDE INFORMATION FOR A SUE SPECIM PROJECT: L WHERE THE SITE CONDITIONS ODCATE FROM THE P,ED, & ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALE HAVE 3t D5-H14 A1,LOY. '(h) CONTRRGTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND WC7,AAUAVON INCLUDING LIE SAFETY OF 7. ALL STEEL. SHEET METAL PANELS SHALL HAVE :STRUCTURAL QUAUTY STEEL, ASTM A-853'GRACE SO MID,., GALVANIZED STEEL THIS PRODUCT BASED ON THIS PXJ)D {WtEA/7DE0 HE/SHE DOES LDS' DEMATE FROM THE CONDITIONS DETAILED :ON DESiGNAT" W/Fy= 56.5 Hai (AFTER ROLLED), - THIS DOCUMENT, CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY: 8. ALL SCREWS TO BE STAINLESS STEEL 3D4 OR 118 ASI SERIES OR 001TROSKIN RESISTANT COATED CARBON STEEL -AS PER ON (a) THIS PROLAICT' EVALUATION DOCUMENT WILL BE CONSIDERED IWAdD IF MOWFNO, 50018 W/ 50 Tub YIELD STRENGTHS AND 90 k4I... TENSILE STRENGTH Nk SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 241 1.3:3,4. - (d) SITE SPECIFIC PROJECTS 514Md. BE PREPAREDU BY A FkS5RTD4 lREG19TERgO E#NGiHEER OR ARGDTECT WHtCiR WILL D. BOLTS.. TO #E ASTM A-367 GAVANRED STEEL, OR Ak57 304 SERIES STAINLESS STEEL: WITH 38 kAi. MINIMUM YIET.O STTRENOTN, BECAME THE ENGIER OF RECORD O.R-) FOR THE PROJECT AND *to,WILL BE RESPONSIBLE FOR THE PROPER: USE THE PLED. ENGINEER DF RE ORD. ACDNG AS A DELEGATED, ENGINEER TO THE PZO, ENGINEER, SHALL 10. ANCHORS TO WALL SHAD. BE AS FOLLOWS: - - SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWUN OS FOR REVIEW, (A) TO EXISTawl: POURED CmeCam (4) THIS'P:EO, SHALL BEAR THE DATE AND ORIGINAL. SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF - I/4'0 TAPCON ANCHORS. AS MANUFACTURCO BY LT W, BLRLSDEX, NO, (MIN, t'-3192 p-e) RECORD THAT PREPARED IT. _ i/4' a X 7/5' CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT INC. (DIN. f'c=300O p L) t6- STORM PANEL MANUFAtDTUi?ER'S LABEL SHA,L BE L+DCATED ON A READILY VISIBLE LOCATION AT 6SORAR PAN0.. IN - PANELMATE FEMALE ID s PANELANyTE PLUS ANCH17RS, AS YAANRIFACNRfO: BY ELCD CONSTRUCTION PRODUCTS, ACCORDANCE PATH SECTION 1700.9.3 OF FLORIDA SUTLDINO CODE, ONE LABEL SHALL SE PLACED FOR. EVERY OPENING:: (VII-3 (}'0=3350 P.A:I.j tABEUNG-TO COMPLY WITH SECTION (709,9.2 OF THE FLORIDA BUILDING CODE, A,1) MIHNAUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SERAIL BE 1 3/47 AND 2" FOR PANELMATE FEN" 10 # PANE.LMATE PLUS, :A2) MINIMUM EMBEDMENT OF 1/4'W X 7/8' CALK -IN ANCWDR5 SHALL BE 75 718' INTO tD•<?NCCiETE. NO EMBEDMENT ItiTp.: SCA ANY FINISH MATERIAL SHALL BE PER 1/4 0 20 SS SIDEWALK BOLTS USED SHALL BE LONG €NDUQM(SHOULD ANY: FINISH MATMk EXIST) TO E 4AM Ile NYNYt ' INTO ANCHORS. �+LrtQ Ai �NNR A3} M CASE THAT PRECAST STQNG PRECAST' CONCRETE PANNELS, DR PAVERS BE FOUND, ON THE: EXISTING WALL OR V�'`T• FLOOR, SHALL BE LONG ENOUGH TO THE MAIN. STRUCTURE' 8EHIND �"'*Y ANCHORS REACH SUCH PANELS, ANCHORAGE. SHALL � S, BE AS MENiINED INA,1) AND IN A2). k : No.44167 r (B) TD EYT577Q GRCYF ♦OCR Wak i. * . "IV' TMT 5 - 1/4- a TAPCON ANCHORS AS MANUFACTURED BY LT.W, BULDEX. ING. FLORIDA BUILDING CODE NI Veloa Harrloons Tons _ 1/4" P X 7/8" CALK -IN ANCHORS, AS MANUFACTURED BY DEWALT ItNC (fm-1500 ;LsJ,) a 7ATEYD„ eYe ---.#14-10 PANELMATE FEMALE D AND PANELMATE PLUS ANCHORS, AS MANUFACTOREGf BY ELCQ CONSTRUCTION {#'�+r'�'•,� '��",''•'� � 20 GAGE GALVANIZED STEEL STORM PANEL —•.-, ORMIR 5n PRODUCTS {Fina2071 P...i.);s,� o7flef7wt a �aaraa+( yr �y GLOBAL PROTECTION PRODUCTS, U.C. , hLIEC0MI6. BGe S.W. Ai :n.,e. maeTF: (amsD� 2a i t7W: `U;S IW P,,W 20-176 Pal ar,»iWs. ao taoot to-im .* •a •ro.es I*WAWAT fb: - P'E"SFAL/lAO+AeLYta€ AR."! PIO w i.. .E .: s YlWIT At Gf 21 - - mom"_ tMt 25D ON 4 c. [a[�tnM'N,nc ¢ eaa // jx N Awxxc YA D. ek:MAAT e5) � � � �• ourAAri rA =•y eN &OFT 24# s y � �7�2' :ET�aNe � Y)D. Doa,XL��my CWKwl7E PG BZ caltatgr i E= 1 ( arna+♦ i ' Irn�E. eravwJ c Q L si I $ 1A 4 ! Van' SatS: tg t Sn+uf. a I SYtPs1. I - M1pbRY (TrAJ I. Y t t t� eCN,A a 1 enanry 3 t w POP { F OEM N 2s ! WR IAA„ M I :9 ,//4 r-2Jn3 4' +}71/�� & �^ F1M Nkl. :I t tYa,Liac2/t•. Y ( ` W fIt E+Et7 RS. S. T :,Si SFd SnIFD1AA 1 ANTI M#kT 25 1FYr-m.3f{' f'�FOR MU, sago nw 1 BETS-25/3/:' 1 j' a L 1 i yy!� 5a40W 6. ��//�� i WNCLA ( M t W i Te 6IAS4:.. �/ryS { RtYAS oxfmlP F' 1 7 EVEFf! GYERtA 1 7 Oh£AtAa I M t row VWAUP - # 1 R , � A, Y A I •/ 7 a2 � N f # c r ¢g C pamm aaltuElt / f PaMe6 1 � i 6 Ca,aYlE7E ,e tm �•' -� f CeNnwtC F : rooeMctc / � 1 3 %DAL >� ' _ .. t 4'A- NLS. �7 �' if�aF N , ,.: 3 9 I t P 'RNm0.tG WF ,. •#. A` its, taNgWtE 7 Ywq CLAIM a p F Ft`ra/32• , I 's RAZE ♦♦R f�%f I.3p 5j•• F_a }lI f T,kaiA 1m"* � �T G a x � d 1 j) nIIAMIM f � 2 SCtEd0.E 4'1+. 4=. Y/i'F2bi/4` i VRw Rw, IlalE'.. son T aw mNET'asO iL! GF w� .*` N64 as WAR me€T 2A, aF WALLAND OI 4"t`j` Ydll (NG iNST_ � .: LINT, mtmltroM. 4DbNi ra W MOUNTING BEST. ,r: ��-_ SECTION M • q 3i8� fL52Q8_IR. L�11�� w!7lltlil'ld.�.IN• 1SIiLL2=..O�II.,.Irliii,'�i4.CE. (�,.. 9cuE 3/e=7"> p LTG:k7 sI x 8 •••• «• • SECTWN UM..1. SCALE 3/8at" SEE SPWtTGTTKWM 11EO.iRflNNLS FOR - YMMtRNF SOS ar,L��1}P 8tlt A HP tW AS TN a1 -.IL- 3 SEf:T10N is 4 q oM MT . € ql AT Y6 TMCYG aTo C NSML Sol TttK aN >axYer 21 $�'YyP • E+It, ;"•'.,' a VM 8"� a. ND.44167' ' wIIN1Ims " - - Q TOP I Ia fa t CAN w war To SDI ANr coNBR+EG ANY M4TAL AOb1{. 1,7 D STATE OF e� g FLORIDA BUILDING CODE NI h Vsloa Hurricane Zone) gt�wM r"FC4 m 20 GAGE GALVANIZED STEEL STORM PANEL � - - SCALE.' t 2 t : EG. M Lae caaiAWl 4�� ^ D ', fi • �Sr�i Ou %LLD AI GI muf 26) d` NY . -�.... r� GLOBAL PROTECTION PRODUCTS, LLC. °' F4610 Oa aw0 } N6 seoD siv. 91 "1 /� a AAt awn. >, re.. ioA wr• w, am.wa aµNw PYot[, (m.)� ' nr. <(antlaN-taN.�ars asM MT,-t#sF F'a�'a5435ea-.7i'r 20- r 76 P,E, SEat/9MyaRalE/tlATC ,dr: .:asses. as G+OWB77R r aAls-NS wALiwA P.E atr_ aes ORUAi+D Nn: - - Soon - or Q� C —Cu ( U N o O .CM to U -0 C = = C13 O � (� O C O � O W CU LL 0^1 > .� a) � O ICU Q i CU � Q EV CIQ CV T _ ^ f Z I.f� Let X ^®g TU ' C y p�� i1J a 0 D x� yy t� w � a 0 0 u t- 7 . 5m.. ,0 LU Cn �A n� W s� _4__j 40 CO CL CIO V W Cl) ca W L1J a Z Z Q /J/�A I - SHEET NO. SH 1.2 Ijf:1 - = - u.41 - 1 11 . - .. k A, � I 11 - N . , ; ; - , I - I . 0. mw" WAI.R0�1;iI.I., --- 1, �,-, :01-11111111 .1 Pj.j;Wj j;j! *'0j.T,:.j1*j,:.�'.m X041: mrs"T , '15.1, 1411111411311-1. v I., �V/.,-IIA-.'�l;koi�ll I 1.100 I.-Iff.,- " - � W.." 11 MAXIMUM A--,D. ovwgm I ii =- -70 To GLASS Om- SECTIONS - +6E.O. -75Z 70' OR LESS 1 2 Ii BOLTED . 1% 2', -V. I-*, I 2'W & 3v 456,0. -7&3 1 70' OR UES . 5 2 1i BOLTED . 47 A, *'R - W tftlrrg:�20.3 -% Ii & WINGNUT AT OVERLAP At 40% OF PANEL LENGTH Rai5 OF PANEL M'f�'.:41'11]'W.W-R.M.)3�:i[li,n;i�4*-i--li�l;;40�,kNil�[�mf:"Rw-1,[.R.,.";�;i*I;i-!'I-ll,IMIFI#.4l,ifl,W-3:1.�:��-;:= - -- - F'Ni�vi, "' - , i-miW. Ai-!N-iJ.=1jv1-" = aiii6&;,V,!Illlgi--!Rp,v!pmg,.;��-,W.�.18;ilzw,ft.l"e��,mmv!;I,Kvwi:�l4� i, MAXIMUM A.S.D. DESIGN MAXIMUM ANCHORS SPACING FOR E. D. - 3 1/2- - AIRALVAELE To so:to* I * ANY OOMRMYM OF THEM . MAXIMUM PAN! LENGTH 'L' oi PRESSURE RATING (,i TAPCONS I 1ALK-0, I PARi nx-LE fT PLUS TO CONCRETE: 10 Ca"WE" BLOCK To CONCRETE 10 ei To CONCRETE To - BLOCK To CONCRETE I. � BLOCK 12" N/A 12* N/A ir N/A 12' N/A v & Z (TOP) it" 3.* 1w 3' 5. 4- 5. 4� . N) Si 2% . 12" - .3' 12" S' 1. 1. a" - '. ) S . +66.0, -75.3 N/A N/A N/A N/A N/A N/A - t2 1/2' IT' V (BOTTOM) 70" OR LESS 7- N/A 6 1/2- N/A . 4 1/2' 1 N/A 4 1/2- NVA 3' (TOP) 12' NIA , 12" N/A I 9 1/2 . I N/A I 9 1/2- . Ni 3- (BOTTOM) 12' N/A � 12" N/A 1 -12* - -I - N/A -- 1 12- 1 N/A e (TOP) 12 . ,i i 12, 2 1/2- 1 12' 1 11. 1 12� 1 IT- [ 4- ( ) I I * UMTED TO 86.0 i A.S.D. DES" PRESSURE RATING. A SEE SHEET 20 FOR ANCHORS TYPE * Sti FOR OWALLATOC WID NOD FRAME BLIADING. WWtN ANCHOR SPACINGS 00 MMUM EDGE DISTANCE ARE ANDICAND OR Tift SCHEINJUE. FOR ED. LESS TK40 VOrA= ON WIMU W= ANCHOR BARGINIC BY MLILTIPLYINC, SPACING SHOWN ON SCHEDULE BY It* MWWM FACTOR& FOR THIS OPERATOR To BE POSSIBLE REDUCED SPACING OBTAINED USING FACTOR! Swu Not BE LESS THAN MINIMUM SPACING *W"TO FOR CAW MOM TIRE AT ANCHORS Umm Now TRAE 1/4'. 1 I/e. 1 1/41. - -fitfir I. P" Mi mi mci VACM pi 3 1 3 a 21/2 1 . .9�kiii� - '"'"" 011) 3 1 3 � 3 3 mAii W 17; 1/2 31/. 4 _J� ..O. _3 PER 1 1/2' - - - I 2 1/v fl--E[E�-- 1 I - 31 . - - , I - I Im 1711111-� + REQUIRES M.. DISTANCE SETWEEN BOTTOM OF PANEL AND 0 TO BE 1/2* I/2' v Mo. F",� ++ REOUM Mii- DISTANIM PCOMEEN BOTTOM Of PANEL AND (1) TO If-- 31t6i L311C 6 � Max. -- COMPONENTS FOR REGULAR, UFE 5AFEIY & E-Z HANG STORM PANEL SYSTEMS (SCALE 1/2-I-) -15.125* (TOTAL WIDTH) ----------I - � 2,11tr 1 1 I i -12" (EFFECTIVE VAOTH)---- I '��------S 1/4' (TYFi - -', I I � 3 �m. I/4*#2Wjr - �750" S.S. STUD RNE� 0 6 1kr . 0 rlziSo - , I i �2m, ; �, I � L 1�3�0- ,, �r � 1.2W I I � "- " 1 1 v I I If I 3. �, Oi IN, IN" , , GkVANCZED WED. � i , .37 P,03 11 - . � .12C. - 0 12 - , Iyr a.(. DO .10 I , IV i I, BE ) . I .Dart - � ,5w � F --jL L . I 004 � 1-" EDGE ; I ASTM ASS3 hmML4um GRADE 60 I r -50 "IV. - , i �,I�OBA HEM EDGE - 7�1 , - - - Lo S, �� ___iw T� L-Di A 49 � -------- 1 Ll- i .0i � "'. -Trrii -1 15i 6w') . - (1) STORM PANEL "I ,tw� -------------- DETAIL A-J :�� PAWS SMALL K JAWALUED AUNAYS FROM i TO RIGHT W/ 1/2- LEG AT 00 AT LOT SIDE OF PAM! (�) 'r TRACK (�) ANGLE WITH STUD 1-�--,' PAti END up 1-1 .. :��-i--- ±Oi � TOP EDGE I - I ,jw w F ! � FAREL I 0.024* (Mi GALVANIZED STIDEL . // . Z521 - �-w . - ,- H* Mli ,1 , �I �33 Ii ) I I . 1.4?7* 0,625' . � � 17- 1�--j I , - I 4- 06,m I � � rj �, OAiS w"o I- , / 11 --TL250� r-- ,!-, _ I , ISOMETEIC VtEW WAIL A 1 L-- ---�W- .Iml 7iir I I it E.- I � I/ OR J�� I �o I � . .- .1 -1. 9 - Affi�.Odi I -� - L i i ; -z378i END LIP W/ HEMMED EDGE. q (N-T-S) .375, i � ,12W ; I 3.750, 072' � I T I 2,51GO" f-- I .067' . I OYP.) � 1 i 7 U+ (�) KEY mou WASHER 3105-11154 ALUM , ALLOY Tvr� BOTTOM 1�� LOOE OF PANEL (�) ML i, ', ,� - � ; ----! DA7AaL-J . i � � . t 3 . i ztic -J , �750- - "t .313r" I I ii SHEET 6 FOR ADDIDDINAL I UWATAINS W SLEEVE LENGTH IS I I% ; � ; I � I L i Oi 1 - 4 ! I - , (�) SIFEVE 7 I/e F- I � 1 1,2W I 1 1 I-- MAX, LENGTH . `125� - 1:: - 0i A.."i I � ONLY VALID MR INSTALLATIONS INTO ! . z � WOOD STRUCTURES. i I Llw� .k . I I � I � I I . -2.00i 2-TD 1 ; . ! I 3.7PO" �- .193' L--2-W'-] 1 ! I L118: ,,,alp I *U* -(M .1 2!r 2�oi (TYPI) ! i B. ii 1. ISCIc- I . I I I (�) REV. -H' HEAM @) HEADER I I __j L---l' - 4 I v TO V Max- __a750" L M.) - L � (9 $LEM 1* MAX, MIN, I Di gm, @ ANGLE iiiii TRACK @ ei "AtME (g) Me F- I . --- -,--- zli I A - - r--- I :� �..--,- !�� 7j .08 � , 4' . "'00,1111i '41"" n ,34% (1 1 X VADE) :A,5i��:.N4 -, . ,iI. "I ., ,Z 1r, (USE ONLY FOR E-Z HANG STORM PANEL PN I ..' ,IAE1Ii I \ . SISTEAA) som-Ts ALUM AuLoy . * I No. 44167 -1 FLORIDA BUILDING CODE (Nown High Velocity mu Cane zons)f "p, I z I IAg.1 - 1 mix If i .21- .*'* - * i. E It ! I L- � .1 23' i ? i low - . (M.) ' i * : % -,O*- STATE OF 1' I �P'- 3 .i i 24 GAGE GALVANIZED 17 * .41 - STEEL STORM PANEL F�i _ _ __ WAON Iff-i Str SECTIONS- .2i Mi -204' I- 0 1. , . It, 0/17/2m 2 ",f 11LIECO..., GLOBAL PROTECTION PRODUCTS, U.C. DOE.. " " Q *W S.W. 61 S"W . - 11 1� �i,/,91m. " =I1RaHXB,i @ BUILD -OW 'r (B BUILD-OUI !E" TRACK g & 1�� WASHEIRED WINGNUT M" voi, ,iiii ...... Km . �� - NO 00i CA-ODMI I U rm 20-175 "It xifeWeii, I am*" - TRACK ANGLE (ZAMAC 3 ALLOY) i SEX419mmirmout I wNm A. 11 Ji 11-C -I I - � .1 � , I . I ,OUT 2 OF 19 LF19 I i . I . INSIALLATIOR DMILS EQR 5ERIES 200Q & 10QQ E-Z HANG ,STORM PANEL INTO EXISTING WOOD STRUCTURES - r T-7f--,; - �, , ;14*# i SCREWS 6 tr O,C, W/ I . -1 � 11 I I , --�--- E � I 1/4,0 LAS SCREWS If 6* D.C. w/ 1 ,1/2" MI1,. THIREADED PENETRATION 11 � � EXISTING wow HEADER. " :�� z /1 I [I w I - iii WoO = A= LAC SORM If s' Olt, Wf I I . 1 1/2- Mi THREADED PENETRAi �'- ? I N I , I I i-f ,-I - 1114", 11;r W, THREADOD PENE�IAROR 70 EXISTING WOOD HEADER. I 11 � ", � / ---(F)c-L ji si 11 "I I I � L I I I " N \ � , , i ---oc-L flw" sm.s. 11 , I\ / I At Ek END Cii = / I- I V, � IT �A" N, I // . V - . TO EXISTING WOOD w-Ai a . , I " 3 t. Am , , " C"" � .3/u *44 / ` a', � 11 6 . 4 ,iar, r. - - I % I - - - 6) ip , , * , X 11 ,,, * " OX , I i k, X\1 ,/ , J\ i, I i , 11 � N \1 /4 . I "f'1'/8.USS I / .-. LAO sopeRIs a 5- ox. ./ 1/2' hi THREADIED pammi I 1 ii smi % ii� ii I" , I RI . EI ii END OF q) \ , Ili (SEE DEIAL 1/24 * Mii,,� = GU-" �"'- -- I . IT .VW 1.2- � a wowlm I I'm - I , . , I Y . 0 1 / i - N�= tA . - . ai�-Eyiii�b (w -� I " Y, - SEE " EE RETAIL IA4 A "', _ , , _I / ;;a. i 5 I . , i I Pl- T-I � � pop Rm I -, 9 0 wwwall It "i OF - Cap, ii ",& 4 EA. M OF 0 Q - A, , , i L �: A I I �- 11 HIM -- I, 1 I� ,/ " - I� 5 I I uUmoc", � . - � - `- - Lo I 7 c-L "', - (SEE & I 7 =- - - 1-11, - TN A ti�i _ I - ---� _rT I " -Ni - I _ i REQUi 01 "N" em", RED N`A`EN .t - 2.i' ,i �/I-i . ,�/,,. V /s/ TO GLASS, , At . AUT 9 I 2 q1ter mi - SEPARATION - Z(4 e ,$ To CLARS, i We � I NO � -1 - v&RY OVORIA, 11-111-.i , , OR V. I A Ai, : v; - S 1 1 I - - -T-. 1 711- �' 2 7,11i Wi I -, i 1-11 1� wtv OVERLAP 11 mi I 1 ; :: .1 - - ,3/4' - ,I'.. - To 4i Y4 - 6 P- if@ I -- 0 - - I �� - 1 - - 2 Bi mi - SEPARATION - W-i I , 40i & i9 �� - - I I To GLk- EVERY OVERLAP 9 �--11 - - 9 R@ I �ii, # IV il � 4 I -- -. I 1§ I -j - I F �, 1 , . § P AA � 11 I 7 � 1� I I I i 1 I I 11 � I In Pi I - 1 1 I g I ; 9 ;1 . -f !I - i i - - L-ill - 1; ;, ----T-,�,% I . §9 K 10 -1 -,6 151�� I BF, �' , ' - I "i . .5i I 4�= " R j fft 3 ct I i I ;! 2 - / I/ . i o Nw - - 19 ! 4 -JIT . *6 �' I I i .. I -- I 11 .0 P;.1-741M..- I y / I -o FAmumi rix" a - I v+ , Q 1 U; f- i I 1� I .. � 8 11 Ivi V IM a I�Ai )A BELOW) - - 11, I R Q&AA1 PAN PLUS i 7 AN �.. P ON* 12 Ilr oc -T-.) I p !it 11.1 . I I --j la I ]- - 1 81 L " -- - V -W 4' ""' I � I L g4'90-/PQ-, w- ,., I'M a ,1/4 YNEWS tj 'A.L%Sl REE 0, I , 'Ji � i i =uTESm.- ,- - I, KWi FLAIGNONSIGGS 11 PRY I I - I g'� 19. Md ��, ; 6 AAS W/ 7/$*ft3/jr r,-',,-1,-., , I I - PEARTRATION 6 IV* y INT190 11 I FT i A AM IA SW w) r W4 4:;-2W I' � NV . . r II4 R SEV iom I , IIi 114 TE EGRED / RMAUAILQ14 11 I -G, ,� -2i I -1/4kzscituics a 6, ac. w/ I M, I � THREADED PIPACTRATION /4 2 w sc � AL A � w I * w. 1�" " a-�� om OF 0 k wa howtow ii ON .P . WE UNWK 2"w AL I i i , x - Vi 2-.4- woac '6 . , '00OR N`N, EmD% vCti I/V.-,* / , 1 1 \ r I PLATE REOLARED FIAT ALUMAM 1 "W - . n Ilk I , BUIL5��TING SCALE 1/'4'-I- mons, , I I , \ I I FLOOR TO CEILING MOUNTING ALTERNATIVE I. INStALLATIONS ARE ONLY VAUD FOR SUILDINGS WITH AS.D. DESIGN LOADS I RMAIRIIAMIN 1 VNIN 4"W SCALE 1/4'-T' up TO +86.0. -75.3 pe Mo Pi L04M UP TO V-10', ""It"INNIE", L! / '�Ak rjt�!"RIAIATIVE 1 � -- gE 1, --I- 1 2 - FOR NEW WOOD FRAME 001OTIRUCTION WOOD MEMBERS TO RE SOUTHERN PRE N.. Z III SAMFIC CELAVTY DF D.55 OR EOUAL Iiii ." , ,�; . .......... /,;' , SCALE , , ; - - -_1 y - 14- ":*: "\�CENS ' -1 14 � 1/4 . I - '- ,- .- e --!-� I Z� .-* FLORIDA BUILDING CODE (High Velocity NO an zons) IND", AT top AS . 1 ." NO. 167 ' . S z . , t .- * I I .,IU. --* 20 GAGE GALVANIZED STEEL STORM PANEL F.p opivw Si I r , EASED OR i eo0rR§WAP%AM EST j'WrAOi S X&P -1 %S o'. ' ' ' ' 1-> - - ------- - ST F !�- % 0 l[LIECO.nc. GLOBAL PROTECT """" ION PRODUM LLC. 31SCIONS, iii ,� ,rz 0 ID 0, * /j,/ W- TOIX- "ER ! , . I , , ,, �� ow &W. ii I Toe A, Farm "Airni CA* BE COMBINED N ANY CONOMNAl I , �, i I , Id , , --a &� , = ==11i PHOi (�= = .Nax-a,gi 20-176 aW � - � (w -Ia$, DII I WAY ED sun ANY 461ALIANOR $w "Flim 1.1'� . � 'HATER, TRAM NOT SLOW F15R - E% 11 t, gx 1. I - M ORAVANA, No: � i q. fi . I - j - I - . I , I - 1 - 11 a L � WTH tai 12 Olt Ca) As MAXIMUM PANEL LENGTH %-�" OR *L-" (it.) a MAXIMUM A.Slo. oksi PRESSURE RATING (P-8.0 (+ pi� -) ' CONCRETE & WOW INSTALLABONS t L, 2i -L+- W-01 121-0, .110 F21-41 W-81 I � Iii 10--s- I ----:�-_o Ii rol-101 ta'-O" I 40X i Ii 410 1 9--L- &'-9- Sao 'i-iii #*-4' 140 #'-7* 81-01 $010 #�r 7�7* 0.0 81-0- 7--l' 70.0 r-e r-1. 76.0 --T7--5- 6-10- sew --- - 7,-e 1 4�-7- ALSO 71-0^ 61-51 0.0 61-r S�r SILO W-S. --;7-3 *�- $,-IV $'-It- 6*-131 $1-91 - 5' 7- 2a D.IIi I), @ MAXIMUM PANEL LENGTH L+- OR -L-- (ft.) 0 MAXIMUM ASo' DESIGN PRESSURE RATING (P..1.) I+ " -) CONCRETE & WOOD INSTALLATIONS t 2i W-4' 1 t$*-O' 2447 L2'i 1 ll'-.7- , - Mo lt*-r ?0'-7* 1 J&D W-1c, 91-9, 9�8- 9'-2- ----!�a 43i g'-7* _ 50.0 __j�-_t' 1-1. &'-2' SSO, $i 7--g- wo- --v_-o;- -71-3- 7--s- 7--2- -!i 70.0 730, 7'-,2' 1 6'-B* 7'--Q' 1 W-S' ----!�O no ),-a* 1 r-,r 904 � w-v 95.0 3.,%E-i, it '�'-:,-,,,". P, I 100.0 61-i ,.-,,- S -, 3*-r 1 1104 -----r- V-1. I r I i --- ---r 4'-10--1 r -,wi MINIMUM SEPARATION TO GLASS SCHIEDULE MAXIMUM PANEL LENGTH WIND SPEED 4 170 ..P,h WIND SPEED > 170 mP.h . (III) - I .i - 30 OR LESS 1. 1 I . a. '! 6 1/4' � >33 TO 90 1. I. 7 1/2- 1 7 1/2* . I . 1 7 11r 1 7 1/2* . r�,' 45 10 I" I- I I- I - UINIU111111 PAWL LJFNWW ArA FOR A GIVIEM MOUNTING CONDMON --------'-----___ToP` OCITTOM __ DIRECT MOUNT - '. I HEADER .0. H E40ER I-S'XIS* *r SILO ANGLE TWK NUILD-PUL Ir TRACK AhM - 'g."', I sUmi r Tz = - I DIRECT MOUNT, 46' 1 32* '. '. w w j so- 4 1.5*91.6' STUD ANGLE 36r, . 1. '. SV 1. 'r TRACK 51. 32. 1. __L2' _ ., " 50' W. #3 - SIDE - 34r W , Pin IKAJD-OUT TRACK W I ME OLOSURM - : ST 32' 1 32- 1 311' 1. D.Ii * 2/4 --b.i. '/4, 3/4, 4/5, 5/5 & 6/5 P-1 W/6, 2W 6. 3W & 4W ANCHORS (SEE SCHEDULE 'IN 3" MAX - SHEETS 0. 10 AT 1) -=; -----ri, mi a / I 0 6 1 7f /' r- -ir -I - -r - r -I- -T - 7 -r- -I- I -I L- -� I I- 1_1 [+ 9 t-- - - -V�4 1 -@h z- -- - I - [ - 1 4 1 j- - ;1 , - - - is BOLTED PANELS W/ ii4vL20x1' AS I T.S� Tim 9i Vi L* 0 Ek OVERLAP / / I I (Sli SECTIONS AS &PPLICABLE) I .,/1 , - , - ----J--- ---.- --- ,�-AA-L.L-LU I k , I I -, / / 7,C-iI--j-1C-j1iL:1b -1i;LaLjLL.-aj4 L�';S. Ni 2/4 1/4, 3/4, 4/5, 5/5 & 6/5 ' "" 1*1Wi 2W/6, 3W/7 & 4W/I -ANCHORS (SEE MHWJ�E ON SHEETS 9. 70 &I1)-1---j (1) ELEVATION ,/4- Up. GAP 7' NITIS. .1 --2-S?...-. -If- OLT) L+: MAXIMUM ALLOWABLE PANEL LENGTH FOR A GIVEN POSITIVE ALS-D, DESIGN LOAD. L� MAX. ALLOWMLE PANEL UENGTH FOR A GIVEN NEGATIVE A-" DESIGN LOAL 1 (2) PROCEDURE TO DIDIEFRAINE MAXIMUM PANEL UENCEft - - I 44167 * < TE OF Z i 24 GAGE GALVANIZED STEEL STORM PANEL 5 BE Ll� GLOBAL PROTECTION PRODUCTS. LL =,�M'. �, Oi . m tn+)M�m ., AN fA - DRWM A. GENEM N= ��jllij g',�� PAIO$)� (C) n1_MumQw9m- L.A.0-w1u. CBVI�_M DOCUMENT (P-E.D.) ItAS KEN VERIFIED FOR COMPLIANCE IN ACCORDANCE - 1/4-0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. SUILDEX, INC WTM THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE, THIS STORM PANEL SHALL NOT Ii INSTALLED Kr HIGH - #14-10 PANELMATE FEMALE To AND PANELAAM PLUS ANCHORS, AS MANUFACTURED BY &CO CONSTRUCTION pamum YEDLQCJTY HURRICANE ZONES (MAMI-DADE / BROWAFID COUNi - 1/4-0 LAO SCREVIS PER Ni DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF 'ME ABOVE MENTIONED CODE, FOR A BASIC WIND - 7/16*4 . i WOOD BUSHAND, AS DISTRIBUTED BY ALL POINT SCREW, Ei & SPECLALTY CO. SPEED AS REQUIRED BY THE JORTSMTON WHOM STORM PANEL BILL BE INSTALLED. AND FOR A DRIECTIONALITY FACTOR ii USING ASCE 7-16 AND SHALL NO EXCEED THE MAXIMUM (A.SM.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS Cil) MINIMUM THREADED PENETRATI04 INTO WOOD OF TAPCON ANCHORS SHALL BE 1 1/2' AND I- FOR ELCO PANELMATE PLUS 3, 9 THRU 12 A, 17, le. AND PANELMALE FEMALE ID. IN ORDER TO VERRY THE AMS CONDITION, ULTIMATE DESIGN WIND LOADS DETIERMINETO PER ASCE 7-16 $HALL BE FIRST REDUCIED TO XSD. DESIGN PRESSURE RATING BY MUMPLY04 THEM BY 0-6 IN OMER TO OMPMtE THESE W/ WAX. (A.5i C,2) MINIMUM THREADOD PFINEIRIT11014 OF LAC SCREW. INTO THE WOW FRAME UNIT SHALL BE 1 1/2-. NO THRui DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3, 9 THRU 12 & 17. 18. PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REOUIRIED THREADED PERETIATION, IN ORDER TO VERIFY THAT ANCHORS ON THIS Pli AS TESTED WERE NOT OVER STRESSCIT, A 33% ViCni IN ALLOWABLE STRESS FOR WIND LOAM WAS = USED IN THEIR ANALYSIS FASTENERS, SPACING TO WOOD HAS BEEN DETETWINED IN C,3) MINIMUM EDGE DISTANCE OF LAO SCRIM, INTO WOOD SHALL BE AS INDiCi IN T41S DRAWING ACCORDANCE WITH ii 2018. STORM PANEL'S ADEQUACY FOR IMPACT AND VAND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE Wili SECTION 1609.12 OF CA) MIN14UM PENETRATION OF WOW BUSHING. SHALL BE 5/84. 1/4o 0-20 SCREWS USED SKAL1 BE 1 1/2- LONG MMMUM THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS #0514,01-01 AND 10i AS SHOULD STUCCO EXIST, AND I' MINIMUM FOR WALLS WITH NO STUCM PER SSM I 2-92 & ASTM E 330-02 STANDARD% AND AMERICAN TESTING LAB SOUTH FLORIDA REPORT #It23,Oi AS PER TAS-201 AND TAS-203 PROTOCOLS. AND AS PEI? CALCULATIONS PERFORMED IN ACCORDANCE Vi SECTION 104 OF I)- CS) IN CASE THAT PRECAST SICii OR PRECAST CONCRETE PANELS 0 wow BOARDS BE FOUND ON THE "STING =RE 'BEHIND PLO IDA WILDING CODE WALL, ANCHORS SKILL BE LONG ENOUGH TO REACH THE MAIN SUCH PVNi ANCHORAGE SHALL ENE AS MENTIONED, IN CA), 0,2) A C4) 2 ALL ALUMINUM EXTRUSIONS to BE Si ALLOY AND TEMPOR, (UNLESS OTHERWISE NOTED). SEE SHEET 2 (0) ANCHORS %AUL BE INSTALLED FITALOWINUALL OF TNE RF(MMMEND"" AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER, 3. ALL ALUMINUM SHEET WETk USED AT CLOSURES VALL HAVE 3I05-4414 ALLOY. $� PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION Di SHOWN ON SECTION I THROUGH 6 (SHEETS 4 A- ALL STEEL SHEET METAL PANELS SHALL. HAVE SMOTi OUAU?Y STEEL. ASTM A-6S3 GRADE 80 MINIMUM, G-60 GALVANIZED 1HRIOLIGH 5) EXCEPT THAT HEADIRi Ai SHALL NOT BE USED, STEEL DESIGNATION Wi 92.2 kvi (AFIER ROLLEO). 9. IT $KAU BE TIFIE RESPONSIBUFf OF THE CONTRACTOR TO VERIFY THE SOUNDNIM OF THE STRUCTURE WHERE WffTET? IS TO BE 5, ALL SCREWS TO BE STARILMS STEEL 30 OR 316 Ni SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS ATTACHED TO RISURE PROPER ANCHORAGE 74S SHUTTER SHALL ONLY BE ATTACHED TO CONCREM BLOCK OR WOW MAME 4 PER ON BUILDINGS, SCOLEI W/ So Ast In Eub STRENGTH AND 90 kiiii TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411,13A, 10. EACH REGULAR STORM P94M WITH LENGTHS OVER AS PER SECTIONS 1. 2, 4. 5, 6 AND ALTERNATNES IW, 3W & 4W ON %.�Rii SHEETS 4. 5, 6 & 7 RESPECTIVELY; SHALL HAVE A AND READILY VISIBLE MARKING INSTRUCTING OWNER OR TERANT TO 5 Iti TO BE ASTAI A-407 GALVANIZED Si OR AISI 304 SERIES STAINLESS STEEL. WITH 36 i MINIMUM YEDD STRENGTH, SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING. 7. ANCHORS TO WALL SHALL BE AS FOLLOWS, 11. THE INSTALLATION CONTRACTOR IS TO SEAL/OMP K ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING TO PKVENT WTNU/FUJN INTRUSION. (A) !Fpj��J:�; - 1/4 , 1�,CIN ANCi AS MANUFACTUREO BY I,T,W, BUILDEX, INC. (Ai f'c-3192 P.j.) 12, STORM FARM INSTALLATION S,iAd. COMPLY WITH SPECS INDICATED IN THIS ORMIM PLUS ANY WILDING AND ZONING REGULATIONS - 1/4* 0 . 7/8" CALX-4N ANCHORS, AS MANUFACTUREC, BY DEWALT INC- PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPUED TO. - 1/4' - x 3/4" SO -Di ANCHORS, AS DISTRIBUTED BY ALL POINT SCj?Ii ii & SPECIALTY CO. i ,-.0 ,L) 13. (a) THIS PRODUCT EVALUATION DOCUMENT (Ii PREPARED BY INS ENGINEER IS GENERIC AND DOCS HOT PROVIDE INFORMATION i PANELMATE FEMALE 10 & PANEUVATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. FOR A SITE SPECIFIC PROJECT,, I— WHERE THE SITE CONDITIONS DEVIATE FROM THE Pi : 1/4'0 ZANAC "LIN ANCHORS. AS MANLWACTU41M BY OEWALT, INC, (b) CONTRACTOR TO BE RESPONSIBLE FOR IK SEECTION. PUKtIASE AND INSTALLATION 64CLUDING LIFE SAFIETY OF INS PRODUCT A,I) MINIMUM EMBEDMENT OF TAPCON ANCHORS IWO POURED CONCRETE SHALL BE 1 3/4'; 2* FOR ELCO PANELMATE AND Ei ON THIS P.11i PROVIDED K/SHE DOES NOT DEVATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. 1 3/4. FOR ZAMAC ki ANCHORS. W INS PRODUCT EVALUATION DOCUMENT WILL BE ODNSIDERIDD WALD if MODIFIED. A,Z) mi & si RACTINORT; SHALL Ew EIVESECOM 7/6' INTO THE POURED CONCREM NO IDADEDMENT RATO STUCCO SHALL RE PERMITTED. 1/4' 0-20 SCREWS USED SHALL K I 1/2" LOW MINIMUM SHOULD STUCCO MST, (4) SITE SPECIFIC PROJECTS SHALL W PREPARIED, BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT YMC44 WILL BECOME THE MO I" MINIMUM FOR WALLS WIN NO STUCCO, MO MAY BE HE40M SCREWS OR ALL YHRMO SCREWS W/O HM, Mi OF RECORD (ii FOR THEi PROJECT AND WHO Wi HE RESPONSIBLE FOR THE BUY WITH WING NUM PROPER USE OF THE Ii ENGINEER OF RECORD. ACTING AS A OELVATIDD ENGINEER TO THE P.CD, ENGINEER, SHALL SUSTMIT To THIS LATTER Ti SITE SPECIFIC DRAWINGS FOR REAM. A-1i) IN CASE THAT PRECAST STORE PRECAST CONCRETE F=� ITAXIIA�IM�1�1 OR WOOD BOARDS BE FOUND ON THE EXISTRIC WALL OR FLOOR. ANCHORS SHALL BE LOW. MAIN STRUCTURE BERNED SUCH PAN1i (a) THIS Ii SKALL BEAR Iii WE AND ORICINAL SEAL AND SIGNATURE OF THE PROFMIONAL, ANCHORAGE SHALL BE AS MENTIONED IN AA) AND IN k2). ENGINEER OF RECORD THAI ARSIPAREAD It. (8) 14. SHUTTER MANUFACTURIER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM - 1/4- 0 TAPCON ANCHORS AS MANUFACTURED FKALDEX. LAC PANEL SHUTTER IN ACCORDANCE WITH SECTION 1705i OF FLORIDA BUILDING COM ONE LABEL By L T' W' PLACED FOR EVERY OPENING. LABOUNG TO COMPLY WITH SECTION 1709.9.3 OF THE SHALL BE - ,/,. 0 . 7/8' Cki ANCHORS. AS MANUFACTURED BY DEWALT, INC. FLORIDA BUILDING CODE. - 1/4-0 X 3/4- SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW. Bi & SPECIALTY CO. - 014-10 PANFL- FEMALE. 10 AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PV A001111111% - 1/4- 0 ZAMAC NAILIN ANCHORS, AS MANUFACTURED BY "ALT. INC � _t ..:.Ttiz 0.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS ELCO PARELMATES AND ZAAAC NNUN ANCHOR, INTO ME .. E ".. FLORIDA BUILDING CODE (Non Mph Veloccity N 19,Pk Zone)l BLOCK UNIT SHALL BE 1 1/4-, .., I cone . . - . : . . .2on minxi Ai to. Hi Ci & SOUi ANCHORS SHALL BE 01SEDDED I/$- INTO THE CONCRETE BLOCK Ui NO %044 7 I S 24 GAGE GALVANIZED STEEL STORM PANEL . . - CAVAN 6" STUCCO SKAUL BE PERMITTED. 1/4- Ai SCREWS USIDD SHALL BE I I/ 2- LONG MINIMUM SHOULD EAST. * <0+1 -'i 'T-- AND 1* MINIMUM FOR WALLS WITH NO STUCCO, S ., ------ GLOBAL PROTECTION PRODUCTS, LILC. '. � 1 1. F .' ILIECO,... Ei IN CASE THAT PRIECAST STORE, OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOU k opt . �... �- Mici 5i !Iiii 1. - MSTNC WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE Mi STRUCTURE BEHIND SUCH PAN ,,, " - '. 20-175 -.;�.�At�- r. I. fi (qu)vaA,4w I -- I--,- CA-MM711 � wk MAffii .; ANCHORAGE SHALL BE AS MENTIONED IN 80) AND IN Bi In., SIA1119OWUNI/0'at --i";"i I I � I i I ... VALTER k OtIff �alii . . $NO" I IF 15 am 4 A . I I INSTALLAIION 12U-AIU FOR REGULAR PANEL (1) INTO. POURED CON-CREJE OR CONQRETE BLOCK .SBUCTURES I STING POURED CONCRETE AM 11 CONCRETE BLOCK REMfi rMOZONCRIDIS 03M R REQUIRED, CONCRETE ANCHORS CONCRETE ANCHORS I (SEE SCHEDULE Oi SHITEM 9 THROUGH ) f-4) (SEE, SCHEDULE Obi SHEETS 9 THROUGH 10) F-4) EXISTING POURED CONCRETE OR j ! X CONCRETE 8 - 1/2- ,/,. 1111/2* 1/4- I REQUIRED. 11) ,,--,w,. �L,=, LOX --.---,--I -------I CONCRETE ANCHORS ; I I (SM SCHEDULE ON E ) � � E. 0 2 I I I SHEETS 9 THRROUDH 10 I I I I I I � i , //r/g . , V/ �` - I " i I . i EQ I ) ED ! i 1 I i I i i 1 ---q) i 1 I � 11 " I ft-- III, I I F - 'TO TL'Z -- (SEE SCHEME 1 20.1 ---T- Som A i fTr-- a � I I C1W IN PAND, . I .., , , 1' MO.. . I - - -... I I OL S ON t I A " I m-m=ml-In SCH � , I I r D. i I I � .. ` I I i I I I I � I =9 SHEET 3) 1 4 --I � ') I ---i--- --- ------ "a -I I I I I I I (SEE SCHIED It It 11 e Max. 111i SEPARATION I v - MLENGINI i CONCRETIE ANCHORi 11��,I �=� I N SHEET U) �=L- , . � 0 i I --,--J--. - PANEL LENGTH M != I PANEL (SEE SCHEDULE -A (W - (SEE SCHEDULE rll-"--- -W ' BE ME f' ';&rll I I ; � I ON SHEET 3) =T --i ON SHM 3) - I HI I I i � -(a) S& i � 'L' i -4 01 i i I i : I 1 I i OF � � aw i EASTING � I � I GLASS�I` I 0 I Mi I 4*'i � OF . I OF ! I � � . I - � (D t pom 1 L 'IV 11�11 � Ir- I i i Mi V�l I i F10/1 i 1� - Eb. I � i i � I � i i ! � j L. 0- i I t E � i t � � I I � 1�2. I ---ii � I -@ ... I I I F 0 f2 1/2' Oi =mp. - 1 i � ) � I I- 5 t I i- (AS APPLWA01i � I 4, 1.11 WK WASHOL, HEAD glam TEK SM" oft CONCRETE BLOCK L � _ I I REOURED. i C ! I � 1/4'j, I'&S'" Vi NUT I , Ir LLC. 0�1 -I � .------L-.----j (SO:==L SHEETS 9 THROUGH 10) �rll TERNATE If M, ... I , AONILY WHEN SOLID V I LOCATION i, - i I I --(�) CALK-1. POURED CONCRETE AM LIM 1, WHEN L-7.-RETE 111LOCK PARELMATES A= ALTEAti CONCRi ABU POURED CONCRETE CONCRETE ANCHORS ARE USED. REOUT'i ANCHORS , CONCRETE BLOCK REQUIRED. (SEE SCHEDULE ON __j STAGGERIDD Wl STUD SHEETS 9 THROUGH 10) (SEE SCHEDULE ON SHEETS 9 THROUGH 10) RUILD-OkQ MOYINTIING; lw!�E, j WALL MOU NG j=QN 2 SCALE 3/8i WALL MQUHRjjffECT MQU SCALE 3/8-1, "iOUNHINA, A, � .%. IQ N oe'lj� � ,I ` + ,0-... N,4 ." CEN -, - .. FLORIDA BUILDING CODE (Ron High ValiIi N _ cone Zone) ED. - EDGE DISTANCE (SEESCHEDULE ON sm EM CMMNgQN 9E =nOi I.. . - � Ixtui m /* 0,44167 ` :- 24 GAGE GALVANIZED STEEL STORM PANEL , -- = * 1. * -* ----� / B - - ' 4L;�-- � I S -` STATE OFi - I I L I E C 0 . =.., GLOBAL PROTECTION PRODUCTS, LLC . i 011AWN 01. ...... "" INSTALLATION. .1 - - Z011 ! --- � A., am mHow. (WHityleei TAX, (054)�M7 20-175 OPANM ft; - AON , n'! - I - MI - i - - Fmq ! I I mm'-.,;,- I I I . SHM 4 OF If _ . . -- -6-4 (1) CD c- Ci -0 -m > 0 (L) = -1i -Ii 0 = (L) L a) L- 0- 0_ C: o -a 2 0) = .- CD im -bi 0 -00- a) .0., cn . a) -s-0 = a) = -0 CU 0 0-0-0 - Cu cn '- = L-- 0 L- = - a) CU = 0 . 0 -+- CU LL- ,4.- 0 - CU > CIO .- cn a) L- -I--& L 0- .E F- cuu, -0 10. . C -10 C/) CD- < a < z w mi " ?;i i 4,i = " I � -a W � > 0 = 4.- 0 �-- C:) = I- =) 0- -) M IN " 0- M n >< 1- 0- -0 C ::) L- N = 6 CIO -0 CD M Cq R L. - a) .6-; .I- a) a) a) -C C: , .= CL.r uu)) C < E - L-- I u , 3: I.- C) -0 - . , (L) > 0 0) � < . 5; .1) C: 0 III ! a) -- , ctf ,11 1x% -a -0 - L - - C C D t: �z L- �, 72 - 0 a > > i,A- 4-LLI . I - I- I - INSTALLATIQN DETAILS FOR REQULAR- PANEL �D INSTALLATION DETAU FQ8 IREQULAR PANEL (1) INTO POURED CONCRE-TE OR CONCRETE BLOCK STRUCTURES INTO W9QD SIBUCTURE.5 A --- - INSTALLATION QETAILS EQR REQULAR PANEL �j 1tjjQ WQQD � I . I i �� -r --�r I - I N I ; . � � 1. : I . I �,; ,7, �, v r I I , 11 I --(D ! I -11 -,- ,� WOOD ANCHORS ,� I T,: T TO GLASS. - "��/� �;� , I '. I '* ALTERNATE CONCRETE `��7 I (SEE SCHEDULE ANCHORS LOCATION - /� -($ES SCHMULE ON I , I rV/ � ALTERNATE LEG � 0 ON SHM 3) i �. / —LOCATION -�, 3 IA*-itai NL HORS - - �-,� : ---' / SHEET I 1) I - 8 Mo sam ,� 41.!B�- 0 I 4W , , (SEE SCHBOU EXISTING POURED CONCRi _;] -� 1, �- i Are a 1114- CA L - i KAM ED, STRUCTURAL I / Tr ... �\�-�, r, L 11, . I I A U C OW_, OR CONCRETE BLOCK _,,, _ I " � ,� . �L I � CO.NC194EED E ') D (S EXISTING POURED COART.- i - E, -= 1.) 1� R(MMIUARMSTRAD TROCT �,/ / U) .4.i., SHEETS 9 THROUGH I OR CONCRETE BLOCK ; REQUIRED. v � 9 .�, - I / I 0-,,: ==4) i ADEQUACY OF EXISTING WOOD 1. Gi REQUIRED. I TERNATE LEG f I., v Ai BEAM TO BE CE I ,-� I '� _; / % CONCi ANCHORS \ / � I ': I -, L/') I, ---I � ------ PANEL LENGTH REGISTERED ENGINEER OR , �� N ., � I � ir-�- LOCATION (SEE SCHEME 0 WOOD Hi - \ / � I -1 1/4. (SEE SCHEME ON - ;/ --i it i EX I-- 7 . ARCHITECT PRIOR TO SHUTTER / /// >�: -- I , i - , 1 -",., 1. L. a) I - 2 WOOD ANCHORS I -,� ; .211i ; I 1 (sm SCHEDULE I \ // .. ) , L I I ANCHi - I .. 111 , I I\ / �, �-'� I ON SHEET 1j_FOR INSTALLATION. � / ANCHORS _ - I -1. , I SPACER " S014EDLILE ON (SEE SCHEDULE ON �, �--- / \ ) , , , � " , I '� 56X � SM , � - �, -ED- - -� SS AUL By Win ".1, No, 01%" ..m y �s I r- =, i I i 1 , i 11 /,,:- C- V11111111110 I al --L-- BuLm Ili 30" OR 11 - , MAX- /I Sp SHEET 11) =E117I , 1 1/4' I 11""Vi � 'm ./ xv, !4�xi r_j1/4 REQUIRED i I .. T i I I d OF I 1' I �� :� , 1, ,,, ,�� 7 ux wftv of FUMINi k - ALTERNATE WOOD " 7 'i m wai Nm a) a) - � X Mo, CONCIRETE ANCHOR!i� _ 9, *.I- SHEETS 9 I � f-4) MAX - A \ , I �- I I , UE mix. I F* � I I/v a.. , I ED --�, I- I i /, � I I ----------- I DO �,, \ ,e \ -� �: I 1 , I - MAL—— WOOD HEAD 1 1/2' 1 1 �Si SO EDULE 011 I 'Ir �� ; � , I . t Muoitrll- 4 I Llt-7 / \ 1 We i I - - ------I -+--a 11 I ! SHEETS 9 I'muck TO)! / \ /Ai " - i X, i I— '-��191 Z.-- I ! HLQUili �-, -, ___,I t I :- - i � 71 I � �/, I ,4 0 Sii 1 . 'We " I � iii I � I R��:G�"V , I I Ir.-Ii i I '/- I \ / Mi � i�- 1 ---(a) ED I 1� �-- *- E.6 I - I'll, "I'll, I v "i i , � � ----L-----j *-N i I WOW ANCHORS /Y - -,� -1-BBBIN � � PANEL Uii I �2 i � 5z I I i i 1 I' MAX. LONG ALUMINUM WAGIRS 0 12 1/2- =� . �� i i EXISTING � t ; (SOS SCHCOWE i I �, � I I O,C� (SEE TAB ai �, -/` \ /m,", \ , I I ..§-,j i .i I � SEE NOTE ", i // w � \ if 1 i . ON SHEV 3 i " - It I SHEET 11) 1 =3 m I i I MAI I -.0) , 1=1 I.." . I I z I I I 'Ll Mw �,� i w I I I '11 , , 1 Mkl __(J) FORSW �EPARATTOH TO I I j Y,I�XW I a- i 1 1 ; SISPAWOR I SEPAR0310111 I I 1 1/2- LONG suSEVES. .- I � 01 1 --(j) I - - I I & I r VAX 11 I PANEi I.0i � -- , I I > -� , 70 Gi - ON $1,11i -1 GLCA i L Miil i L/41-i 10 FOR I PANEL LOVICTR . AS - ,/.-.-m:w i `=.- - - -- I I i (Sm SCHEDULE 9 & (SEE SCHEME '�\ 11 SE I t S IF - i ".. IN TO GLASS. F"- � � IM hJ10 =. - 1 It 11 (SEE SCHODULE ,<\ i r, I I � IN , H SO LE I I ON SHEET 3) ,4 ,A G,2v SPAM ON SHEET 3) L ,N SHEET �) N .---i I I/ �W 0 1/4-II-05W 1=1=11--- -- PLUS (SEE SCHEDULE ON SIM 11) ---- -Ake"0113tv ,.,a%: �, -n 1. J -A (SEE SCHEDULE ON I I I I ON SHEET 3) 11 - I t. WE FEMAU AD OR PAN& MATE I I. ON TO GIAS I I 0 ,I Z&VOL ; I ISEE SCHEDULE ON SHM 9- 1 �iam- v MAX - .. SHEET - �� omm t - I- , I -- _1 I� -L' i �IIAX. `� - � I—. =,8 PANEL LENGTH L- - � - = S'S. = I I --- PANEL MM 4TH L v 4pi, k�----Ii - uNxNuei i AILW I I Mr.= -j %r - I ---- '%Xi 4') 1 . . Mi I �1� 11 ----- a I 1L---- --I- 1 (SEE SCHEbULE r Mai PANEL LENGTH I i I I I v --- INC MUM i I SEPARATION I -1 I - - � - i �w CL I ON SHEET 3) 1 (SEE SCHEDULE - -- z PANEL LENGTH ON SHEET 3) Ii � I 'CON "-r) I To I Ix 111, -- ------,i . i . ON SHEET 3) 1 Fi i GLASS =- I 1 2 4 . ED I I (SEE SCHEME E �57 MOM OVER T-mi 16 SEPARATION _ m1i =1i I I � GLASS I . SEE CN-2i CL I I I - I I I ON SHim 3) . i � TO GLAS& I 11 ; I t � SHEET -`II i L- - I . ON I ! I SEE SCHEDULE v iiz=� I I I I i � I SPACER C& � I � 0 I 4T - � I i 3) I I -, " DIRECT MOUNT W - ! i -�I, . �t ----�. 2 Cn I ON SHM 3) i OF v ; OF 'L7 ! I ; * I I ALTERNATIVE 2W' .1 i --(D 1 t i . R< i . - I I K X. i - 7. j I 01 I I ; I ! mr, mm 1 , -4-5-k I SCALE 3/8*1" 1 i I --(j) OF 'i I 7 ! I � -1-01 ; � � � � I I ON SHEET I I FOR MAX. PANEL 123,101THIS A, OF Y I MAX. I I - TVA110 DESIGN LOADS FOR THIS INSTALLAOTON. T I '� I : i wx i I 11 i I I i I � �-�', I � ED. . StAi . 5oz ; I I , r,7,- -- I � . f, A 0 T2 1. 2* O.C� � SEE i i , - �. I A U31GTH i I I OF %' I � � I I q>-, 1 --@ M�x 1 (k -- I I of Ir I ' I N � ' I �, 1 0 12 1/27 C.C. , I i -i' MAX, i --@ mAx � ED ' --��, - I � � 1, � I FF = 7 � �n , ---L------J 0 1 - I I � � \, U, I - I I 0 12 1/2' D.C. 1 : � 1. I i L- I i ; � I'll- � ! = ! I It I EF IN - - ill -j- . F12- id- (D :3 - i ! I -.F- - r ! . 10 --L----j ; i --- - � I I - 11 O.C� � \�-- t 17 lm� --t ! I - 1� � L I I 1 ! t- I,, U - I �-- � o � I - . r � i \1 i I � I i ED ,� - I !Qm. I CONCRETE .4 �:`i CONCRETE ANCHORS ! ! ii� - --_ --- i , I 11-0 -V [ -1 - ----A-j L- \1 �3 �Jl i � �, rz-- '14 . " EXIST (SEE Utz ON (SEE SCHEDULE ON J - �Iii �: I 1 ! 1-� WOOD ANCHORS ** Ii- " I C -.0 SHEETS 9 THROUGH 10) SHESEETST - � � i �� )I U "I 1 N ,�� I � - - w I L-4 2 I/O" LONG MAX. ALUMIN , i i " , �� t� 9 THROUGH UM � COW ,\\i - §\, 4\Tff OF WALL OR SLAB --- I � N� z--E,mm\\mq 1 !, ------L-I STUD I-- � , �."' �11 * ,t;- N �, " 0 i �\ - I i 1� , DITION) I SPACE" 0 =* Oi VALID FOR � , VACER VA MAY OE 1 Ilr LONG iP. \ , 0 REQUIRED . CON 1-- ,. \ I I 11 I ON ,,, I i -� �,, , ISTING POURED CONCRETE I ALL DESIGN AND PANEL � , " 11 - �j , 1 " I . - z WOOD I ,,, � �� 1, 1 j -, EXISTING POi R � I I � . . 2-W WOOD Pli L- /4 11 �; I- - j I � ! I UREED. ETE \ I - -a REQUIRED -L CONCR BLOCK , i LENGTHS PER SHEET 3. , 1� i I I , (1) OW"VM IS LWM To A ONE SMW MOM= "M W-V' �� 12.16, REQUIRED , , \ WOOD ANCHORS � I , 1 1 "W - - OLE ON CONCRETE ANCHORS RED OR Coi I' Ma. I" ALUMINUM SPACIERS 0 2'.4' WOOD � lj�k I� I! �4j *11m n " MON IOM ONES IS A MWMM FROM ANY WOOD ANCHORS 014 1 11 I " I I -�`, J FLAT �, ... BUILDING MOW CLAWMY ARGAmw ON SHEET, it), (SEE SCHEDULE -- -- 0 ,- I I \ 11 ,-� -F , - 'I " �, 1 , , I -I.-T) 0- (SEE SCHEDULE ON 1 12 Ilr O,P� '(SEE TABU 01 ON E REOUi ,�, i I � li � - - , .C.C. . ca GiAi \\ I 11 I , - - ' � � =IC " - " "' , _--j 1 -0 k REQUIRED. 1* I . --L, � CIO , \ \ \ �� 0) \ I SHEETS 9 & 0.) �', ij �,, 1, � I � , ERED W/ STUD , 1\� I I , ��\ I -- SHEETS 9 THROUGH .--, EEZ JB,.g&..,,j;iA% , SHEET I 1) I I ----I---- ,� L, i 1 !, A! , I ,,, IS HEOULE ON MIM �z --j-1j77A1'-' , ot'=10:141j".110i "'011-11111.11NIe"Ci I " , ,, , - , , 1) CDMKXD wm �\, LOAM 5 A RM$WnW FROM IS IIT 04� WAC04 AUAWDD ON J �, - j �, - L- , � Si --2' Mi - � , 0 a) ! , 1 , , , ! I \ ill �11 -- 192 , �� ! i I : 1'� � SHEET 0 BUILD -OUT MOUNTING I 1, 0) WAM Aso arvati PRESSURE: SECTION 4 WALL MOUNTING /DIRECT MOUtil W.Aii 119) OR -�L -1 . � RATING IS +40, -0 i (4T VAX 24 GAGE PANEL WJM IS LMM TO W AT AN OPENING m U) SECTION 5 . M Mo 6 A $MWDN FROM LWV MAL to*2" AUM ON Si 3/8-1- SCALE 3/8-l' w1m,P - 1-1 1\1, (2) WOM $"M ROAD. LENGTH 18 WALL MOUNTING / DIRECT MOUNT sawaiRL %w I ij� w CE1UNG i -LOOR MOUNTING -OUIT MOUNTING " Mt" MOUNTING ALTERNATIVE 2W (4) I Ilr LONG PAM ii:ffi 0JR F BUILD CIO Ir %1si MAS INDIATED ON ALTERNATIVE 3W ALTERNATIVE 4W M MWIM �W. FRA-M SCALE 3/8-1" SHEET 2. 04ML44M RE ONLY ALRRNATIVE JW VVID FOR *M ZONES 1. 2 Am 3 AS OUVJn BY Am SCALE 3/6-1. SCALE 3/&-I- " m SCALE 3/8-l' (4) marixtutum :.r MY fol "m C-I"s SCrANVM AM THE 2M (m mi OF THE FLORIDA '01,01NI-14m, ZDA13 I. 2 0101, STAL TABONG GGS t1zP,.,,% _ lns-�x, ittolmif, ,AAWININA"'i "k1w, /��%" I I 47.* , I - v vkM L"�,,O� P'. T14 4 &04�w..�vx . .. UJI " , .. .. v - , - 0 .1 .. . , ... ;;S NOTES' - .. I .1 = it, , . , NOTES, J% � &- `,i E Niii * - .. I ..---'�CEN , ..!IN = �' NO. 44167 '. = 2 J1, .." \ FLORIDA BUILOM CODE (Mon High Velocity HUT cone Zoni . ee .. ii FLORI BUILDING CODE (Non High Velocity Hu cone Zone), :: * = FLORII A BUILDING CODE (Non High VA12!U Ku cone Zone), Z . . � 11� INSTALLATION ARE ONLY VAUD FOR MAX. A�S,D. 3 *; . - g .' o.44167 '. I C= ILTIC% mi FJF. 1 . INSTALLATION ARE ONLY 'VAUD FOR MAX. A,S.D. 0. 44167 ' . = cam ,imm W- fl� - '. . * E. camm Ivaco, ii F.P. I z 24 GAGE GALVANIZED OR STORM PANEL owm by; N= FOR ��N OF SEUPHS: DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS E * ` , C; 24 GAGE GALVANIZED STEEL STORM PANEL I TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RAM14G (Iii AND PANEL LENGTHS % 1'.. STATE OF ,,'Q. --- 24 GAGE GALVANIZED STEEL STORM PANEL < , - . * I 0'. � Immi BY,, __ ii . = - w : I COMBINED IN ANY WAY TO SUIT ANY AS PERSCHEDULES ON SHEET3 . , z = * -. * . * =- I ,. IF, 0 . - - N FOR COMBINATION OF SECTIONS: I ; TOP & BOTTOM mOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR .! , - W/"/2M ,�- A �C, z E.D. - EIM DISTANCE � --- � 0, . I INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD 9 STATE Op;�-j- GLOBAL PROTECTI " .�. GLOBAL PROTECTION ot . , - �- IECO GLOBAL PROTECTM PRODUCTS LLC "" COMBiNEDIN ANY WAY TO SUIT ANY ALTERNATE 2W) % I-% , - 11LIECOTtow WE I MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC � �� 11LIEC0.111C. 0i % J� �TATE ON PRODUCTS, U.C. =�, PRODUCTS. LLC. "/'- (SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE M! - , .it / MIN &w. 5 STREET DENSITY OF 0.55 OR EQUAL. .m S.W. Si stfw - aw� I 1: Ax n. 2. FOR NEW - FF� 4 Oi n. 394. 20-175 wo"I PHADR, D Mi M314 z � . �� - AAA llei-,� -� PHONE, (W)GO-IU51 W)M#4"7 --- ;.?;_� i n )60-P�a, Im L".)Ami - , , ":-7 � Gaii _, iii 05+)N�� 20-175 1, V("* .,LORI, NAL -ANY 4m SAIL 61 S7vvxT INSTALLATION, -,, A '.. 'UHILL'.. a AN , SHEETS 9 & 10) COMBINED tN ANY WAY TO SUIT ANY ... , =14 20-175 WOOD FRAME CONSTRUCTION: WOOD , `� ........ � 17, , ",xi I, No Aff - -::E. , 0 11 I RS TO BE SOUTHERN PINE No 2. W/ SPECIFIC 51 --- - - crl~ A. ". INSTALLATION. I � V * i�k'V`/, A., TE < Iv FT!� m jum,11 ry OF ..55 § - A tk-ODW)' ni m 1 - 1xi wimmomm ! - Ok-00*719 I - "Re" , T"Nittivakw/motwomic'um - WALIB=7 A P, -1 - I .MEENMS' OR EQUAli JUNIOR, uw .. , I , I Pm moa,micKom"DAM 4,11 - I I . - 5 or IN . " A : am 6 Of is Ri J!, PIL I - -- - �� I I ! . I Iiii . I A -j 44107 1 =I- I � I I I I A I I I I I 0- W, SHEET NO. SH 1.3 ,., - ... . .. .. ,. .. ,. _ ., Gal•^Ie,r _ vBs1 t1INr. , , '514.pH I I 1 1 In END CLOSURES DETAILS FOR I i1STALLWION IN POURED CONCRETE, WOO S R TU U F REGULAR, LIFE L 0 R CONCRETE B O .� Q T 4��YL�tI�9J3 SAFETY A E-Z HANG STORM PANED SYSTEMS i OR EOSMOM . 1 v 3' 3103 H-14 OR VARIES i 2f 'x4. � e x x .°93' 51Racy ® & ® ARGUE W Thor !aR .WAH. /SOUPED 1 3/4'� =' _ 2-t/2" TAPLCDNr! 12 O.C. KUM cEHLBLTE MOCRfTE CONCRETE BLOCK1 1 I RBLOCK OR EQUIRED r aL' WMN3 fTiViE i i 1/4NCHgt f t2"`Ot 2 T12• 1 i M 2'X4' YN00 FRAME OR �. RmuwFn. 1 _ FNLF PAHM1 21 4' \ GAP i ,4'ax934' -, 1, i CUr PAFIE'L i 1 Mm AtH;ON ANCHOR TEAM7E LEG LOCATION r.2•=a56'To � e ,2' o:c vAR1Es i r . r .ass• ewtii. EDS ri ANGLE OR L . 4t33 M.. 1 AL1IN 3 qz : COHERENT' META' ALUM. EN 6N1Ei POURER , CONCRETE IN NE7lt PIAE r4C W000 1" a.OG OR FRANC 5 REOVIRF.D 3105-HII 9R - - t 1 ' 14 2 2 C°P°F ALUM. MNAE M. y': Max. i ... Mac GNP I 1/4' 4 BOLT= " 4" ;, 4• , .072" 4, tr 0.Q 105-HIL OR 6063-76 ALLOY 'M/JACxNUT C-L m-, AVQF CASE A (PLAN) CASE B (PLAN) CASE C (PLAN) CASE D (PLAN) SCALE 1/4"-1" SCALE Tj4'-1" SCALE 1/4'-1' SCALE 1/4`-1' OR EI= PAANNELMATE: i POURED CO �..:✓ •© "J` •l?' OR re BlOdt BET: °Ant / PANEL,NTE Plus {{SEE I.SX i. i OR 2:M' WOOD I ,TOES Of OPf7IrO r SOIEWLE En. StEE1a 9, (MVO PANEL CONCRETE BUICK 5 � 7� +mil/ niAME PEWINID , i AS MPLM.tBLE IE 6 it) OVERLAP BEYOND ` rx4. W000 FRAME v GAGA OPENING WIDTH) ' km OpE 20 co", REAURtEO REDuEED " �.- I 3/4" Mae, - i VARIES -•-� ,© OR� : SEMI' i9/ JNCI,ORiO' main 4r z REAR FUAEES RARAuxL m 5 M. : WALL. (NEVER CUT END PANEL) X - B.O.�DISTANCE "��.:�� i-WICK (YAP.) ��, ' ---- -Ncaw7swT--i CASE GtP N) ataHalHHIMNtjN/yArA �'�`,t; A;;it/Jky,+,y SCALE 1/4•s1' VXM FOR DIRECT MOUNT INSTALLATION ONLY At F s CERMED PANEL INSTALLATION AT WALLS W/ _� No. 44167 - SURFACE LEVEL VARIATIONS WITHIN 31r FLORIDA BUILDING CODE (Non Nigh Velocity NUrrtcone Zone CASE E (PLAN) CASE .F (PLAN) s 9�. s °tea TLIM A'a` 24 GAGE GALVANIZED STEEL STORM PANEL F.P. DLAWna eY: IORIDP SCALE 1/4'-l` SOtLE if4`-i" .(' ^`4(r �_ 11L E C O CABAL PROTECTION PRODUCTS, LLC. 07DAM Luc. -. i4R 7�Bn110 a ENa1NURsnw 11// COMPANY III/ s 4BaaON#,W'F7.6t333 w, r P,1: raNrw aeL N 3Nr 26-175 L. A- (NU p,-,4bEDOM,M-,COI 1'N1DN@ (a54XM4-7a+d. FAX: (YSL)61I 17 >42 .,raw Yx' DW~ Nk P,E SEAL/4GNA17ME/MR � 7XLFF1j .� P Dw n•A : BNEET T Or t# MAXIMUM A.S.D. DESIGN PRESSURE RATING, (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING cr_ucn H E cnR R rlu AR STORM PANEL (J) INSTALLATIONS INTO WOOD STRUCTURES (VALID ONLY FOR PANEL iQINSTALLATIONS AS PER ALTERNATIVES 111V THRU 4W, ON SHEETS 6 k 7) MAX. AS:O: DESIGN PRESSURE RATING MAXIMUM ANCHORS SPACING FOR. E.D. - AS SHOWN ON SHEETS a k 7 APPUCALE TO �,,_ MANIMUI PANEL t:tH (tt.) TAPCON LAG SCREW PANFIMATE FEMALE ID PANELMATE PLUS W� BUSING 13' 13' 13' Ir 13` Iw (TOP) 13, 13, 1W (BOTTOM) 6 Ifr 8 1/2' 5 1/2' O 1/2" 6 1/2- -.. (ALP) PN - - 6 1/4• 12 1/2" 6 1/4` 12W (BOR.') 5,-0 OR B• 8" a" 8' - (HOP) I. LESS e` e" 8" 8' - (BOTTOM) 13' 13" 13' 13' Ir.(TOP) LESS 13 1r 13' 13' jr W {BOROOR N) '13 1J' 13- t3' a Ile Ill(roP) 13 Tr 13` 13` 6' IN (BOTlow) 8 1f2" a 1/2- 6 1/2' 8 1/2" 6 1/2' 2W IMP) Ile 12 1/2` 6 1/4' (8011.') > TOO 4. 1/2- IV 6 1/2` 6 1/2` - 3W (LOP) );•_;• 6 11e 41jr 7' 7" - 3W(BOTTON) 18 7/2- 9 1/2" 72' 12" 13" 1 TS" 13" 13` 8 1/2' PW (BOTTOM) • SEE TABLE #1 FOR MAX. AS.D. DESIGN LOADS dL MAX. PANE. LENGTHS WHEN SPACER 0 IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 8 MAX. A.S.D. DESIGN PRRATING ESSURE MNOMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 # 7 APPLICABLE' AUSNANTIV 4O ANY OF M»OH'1 MAXIMUM PANEL LENGTH C TAPCON LAC SCREW PANELMATE FEMALE ID PANELMATE PLUS WOOD B M*NG 13, 1r Ir Ir lwm 13, it 13, tr 8' SW (Burrom) E 1/2` 6 1/2 6 1/2' 6 1/2• 8 1/2- (TOP) - 6 1/4` 12 1/2' 6 t/4• (BOTT+) S'-O- 7' 7 1/2' 8" e' - 3w (TOP) LESS 7 1/2' 6". 0" Ir - 3W m t w) 13" 13, 13• it 13' W (TOP) 445, -4S TO 475. -7b it 13' 13• 13" Ir 4W (BOTTOM) 13 13' 13" Ir t0" IW (i6R. 13, id` 13" 13, a Ile IW (BOTTOM) 6 1/2' 1 6 1/2" 6 I/2" 6 1/2' 6 1/2` zv STEP) 6 1/4` 12 1/2' 6 If4' 2W (BOrL") >1TOa' 4 ljr r 7 1/2" 7 1/2- - (1TW) V 5• 1 5 1/2* a' 8' - 3W isorrom) 13' 12' iJ' 13• 5 1/2. W (TIN'} t r 73' tr 13' IV 4W (BOTTOM). • SM TABLE /1 FOR MAX. A.S.D. DESIGN LOADS de MAX. PANEL LENGTHS WHEN SPACER 0 IS I USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 { TA✓�E it A A.S.D. DESIGN LOAD MAXIMUM PANEL LENGTH 40 PSF OR LESS 6'-8. > 40 PSF TO 50 PSF 6'-2• > 50 PSF TO 60 PSF A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE aAAJLE ID OR PANEL MATE PLUS ANCHORS g WJ SP,aAQiWNM,:M,j�• 1/z` D.C. M"IMUM A.S.D DESIGN FEMURE UJING (a.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACINIrm SCHEDULE E98 REGULAR AR CTARII EMEL I l INSTALL•dTIONS INTO CQNCRETE & CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANELIZ7 INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 do 5) VAX. ".D,. DESIGN PRESSURE RATING (p,e,f,) MAXIMUM ANCHORS SPACING FOR MIN E.D. PER SCHEDULE Dam APPUCABlE TO CDAtaP47OKA/ OF 71" MWMUM LENGTH 1' (n.) NAL AS.D. OEM PRESSURE RATING(P.0.) {p.e,f.7 MIkXIMUM ANCHORS SPACIND FOR Mat CO. PER SCHEDULE BELOW PPIICABLE ATOPANEL A COMBINATION OF If" MAXWlA4 LENGTH IL (�) TAPCON SOIIO-SEC � ID P PLUSt ZWiC-M4UN CALK -IN TAPCON SOLID -Ski F� PANELMATE Z A AC-NNMN CALK -IN - :/O COMDEX ro ro ro � .. TO TO ro ro 13' ro to LFNO1FSe ' to mItpm 445, -45 LESS - tr t3' 13' 13' tY 1!' Ir it 13' 73' tr 13 ` t STOP) 5"-B L� +46, -45 TO +65, -84 1' 3 i1S` 3 /3' Ir iS` 13" YS" 11 it t 2 / # (TOP) OR OR tE35. : Ir Ir it 13, is" 13• 12r tr Ir - 13' 13• 13" 1 (BOTTOM) Tr tr 13• tr. 13• 13, 93' tr iJ' 13' 11 1/2 1 (BOTTOM). tr i3 13 13 13 1J 7J i3 T3 t! 13 I] 2 (TOP) 13 1S ra* 13 13 f3 it _ 13 tr 7S 13 12. (TOP) ! r 13" t3' 1. ` t 3' i3' 2 BOTTOM- 1 " 3 1r Ir 13, Ir 1r tr 1' ! T' 1 1' 1 1 1 /2 2 BOnO ( LD.. it I 13` t r 13' 1 3 1 ' 3 Tr Ir 73" 13" §3• J (TOP) 13, 13* Ir3`. 13" 13' 13" 1r Tr 1r 13 it 1 f 3 1 '1 t et4' 6t412 t2 t2i 6 t 4` 6 T 4' 3 Ba1TOLi 12 t2 / 6 7 4` / 5 1 4' j I2 T /2/ 2 1/2' 1 4' /. 3 (BOTTOM) a s 6 " :. $ - a a- 0"_ r a- -. o a• 7 4 (TLiP)... 6' 5 1/2" a" e" S:T/2. 8» -.7 ,f2. 0. 8, ., 8" 5, 4 ( 7 :6" - e. ... 6• _ e� _ 8•' - g• .. ' 4 80TFOM7 6`- _ b• �13" 4 (BOTTOM) 4r tr I3' Tr 13' tr _ Ir Ir 1r 13` 13' Ir S (R>P 13"• tr 13" T3• 13" tr 13• 13'. 1r .. 13' 11 1/2 5 (TOP} �.-_. ' tr 13 13 " 13 t3 - tr 13 • iJ _13, T3 13 " 13 T3 8 (WT171M) 11 , 3. 13 t3 1r i3 13 , 13 , 13 tJ " IJ 13, .. " t3 I1 1 , /2 5 BOTTOM. (BOTTOM) Ir 13' /r 13, _ Ir Ir S3" . 13• it 13, 13, 13` !-gap)— 13• tr 13' tr it Ir Ir 13` 13, Ir• Ir 11 1/2. a (top) _ - 6 1/4' 6 i/4• 6 1/4' 8 S/4'. -. - -.. -OR a t/4". 6 1/4` 6 (OOtT.`N - - 6 Ile 6 1/4' 0 1/4 % t/4" - - - - 6 1 4" S 7 ,v 6 (BOLT: IV - 8' IS' 10 i/2 tr 7" Ir r 7 1/2 S I/2. 13` 4 tj2" t (TOP) >5,-e M 14'-4' 13` 6` 13` 13, Ir 8 tjr Ir - 8 112` 9 1/2- 6. 1/2• tr 5 1j2' 1 ) >5=-6. TO O'•6' -Ir -7. 13, Ir 13" 1 9 1/2 tr S 1f2 is 1/2 7 1/2 Ir 8` 1 (BOTTOM) 13" 7 i/2" I3' 13' 13' 10" tr 10" 11' 8' ir" 8 1/2' I (BOTfOM7. Ir s S' 13, 10 If2 13, 7" 1. 7" 7 If2 5 112 1r 4 1/2' 2 (TOP) f3" 6" 13• 13, 137 8 I/r Ir 8 1/2" 9 1/2' 6 1/2" 13" 5 1/r 2 (TOP) Is, 7- 73" 72r 13- 9 1/2 Ir 9 1/2 to 1/2 7 1/2 13' 8 1/2" 2.(BOTTO) 13" 7 t/r 13" 13" 13" ta• Yr lo- it- e• 13' 5 t/r 2 (Bottom) it 7` 13" 13, 13, 9 1/2 it 9 1/2 10 I/2 7 1/2 13' 6 1/2' 3 (TOP) 13' 7 7/r 13' tr 73" TV it IV _. 11' 8" 13" 0 1/2' 3 ((OP) 12. 1/2.72 1/2 6 1/4` 5 ff4. 12 1/2 61/4` 5 I/4• 8 if4' 3 (BOTTOM) 12 1/2' [12 1/2 6 1/4" 6 Ile 12 S/r 12 1/2' - - 0 1/4" 6 1/4' 3 (BOTTOM) - 7` 3' 8' - 5 1/2" 7" 3 1/2• 8' 4" 4 1/2• 3` 6 1/2- 3" 1 (TOP} 7 t/2' 3` a" G' 7' 4"gl"_ 1/2' 3 11V 6 1/2• 3' 4 (TOP) 5 1/2". 7 1/2' 4 (BOrtDN) 6" 8' _ a'. 11r - 7 1/2' 4 (BOTiON) 13' 7' 13' 13' 13• 9 1/2' 13' 9 1/2- 1D 1/2' 7 1/2' 13• 6' 5 (TOP) 1r a 1/r 1J• 1r t3" 1Q'/Y 0'it 13` i3` 9. 1/2" tr 9 ifr 10 i/2" 7 1/2" /J' 8 If2' S (BOTTOM) TS" T 1fr 13` 13' #r 70"S' T3` f0 1 2 /-B1/4` 13• 7' 13' F" 7 lfY' 5 1/2' IJ" 4 1/2' a tTa'j 13• 6" 13" it 13" '.a1f t/2' 9 1j2" tr51 6 If4" 6 1/t• 1,1/4' -. - - - 8 1/4'.6 1/4' 6(Brt,'•)e/4` 6 Y4' 6 SEE &W it top ANCHORS TYPE IT SPACING FOR *15TALLAID016 INTO WOW FMME AU DINGS: • MINMUM ANCHOR SPACINGS AND MPAWM EDGE DISTANCE ME INDICATED ON THIS SCHEDULE FOR E;O, LESS THAN INDICATED ' ON SCHEDULE REDUCE ANCHOR SPACING BY "IEPLYING SPADING SHOW ON ScfMAX BY THE POUOWNO FACTORS, FOR THIS OP6M70N TD BE POSSIBILL REDUCED SPACING OBTAINED USING PACTOR STILL NOT BE LESS TWN MINPRIM SPAOW I N NATO IN EACH ANCHOR TYPE. as THIS SoMmuir 1/4'. 1/Ca i/4. i/1'n 1/{1 IMs INS TYPE nPeLw fOtl)"aET NE PAW t,i1tC�,AIW WX-N MPNAi m ANCHOR sPACM 0.) 3 3 3 3 : 4/r ]: 112 MNlW6t� MINT 3 OBOAFKE RD-I am 3 3 yr 3 1/r .. S tfi 3 t/r a AVIION. IDO16fNilL1E FED.) FADT011 - .�.•• a3P r 0.90 Um - iaC - Q63 I.PD . LAM - - ,sD IDD ++ SPACINGS ()t>LY YAUEi WHEN SPACER IS il5tS3. SEE T 411 FOR MAX. A.S.D. RESIGN L(kD5'..,'z iAm. PANEL WHEN SPACER U5m, TAME it A A.S.D. DESIGN LOAD MA)® MUM PANEL 4DPSF OR LESS > 40 PSF TO 50 PSF 6`-2' > 50 PSF TO 60 PSF 5'-f0" A MAX. PANEL :LENGTHS ARE O Y VALID FOR INSTALLATIONS W/ SOUD SET ANCHORS At W/SPACER AT 12 1/2- O.C. I — - ANCHORS (SEE SECTIONS h ALTERNATIVES ON SHEETS 13. 14, 15 *IS)-- 2(�`, r MAX, R-to/13, R-2A/13, R-3A/14, 9-19/113. R-20/13, R-38/14, 3 MAX. - MIN': R-IA1li R-2AW/15, R-SAW/16. R-1BW/tS. R-20W/15. R-30W/16. I =N. jD.M„ \31 orfV G O O O 4 •I.• PANEL LENGTH N ¢ +i 1 ? I LWL PANEL L04GM i, I a 8'-0' O 44a0, -40D l l REGULAR 57t)RN4 PAN1J. i j I ! I REGULAR STORM PANEL ;. ! p,9,1. I I 1 1 _._ _ _ _ _ __-_ _._ (W/ OVERLAP MO PANEL LENGTH BOI.7) r jj- • _ v� LIFE SAFETI• SHORN r-6' O 4SOD, -54D IHa.f. (W/O OvIILtM WD PANEL itTNGiH e011) AI I f( 3 A' USE 2`-W MIX PANEL LENGTH _ _ _._ .T._>__y _ AT ALL MWNf9NCS ! t I._ S.S BOLLS W 1Ai� �'.� - I ' OVER i - t t.2' t 3 1 1 d 411 r jNtlf'CHiE3 AF STUD t4 3. i 4 l ). i g 'r1,;OCAtON O LIFE SAr'EIS'•""'jam E i- ( F D"1IF.3 . PANEL BOTTOM CORNERS i E Q I t Or I WtHo NUT GLT EXTERIOR� =-_-:e RING NUT AT j j LEFT PANS RIGHT PANEL 3" MAxs t INSTALLATIONS ONLY VAL) FOR WINO 1• AMR. R-1A/13..R-2A/13. R-3A/14, R-16/13. R-28/13, R-38/14, I.MEN.{ SPEED UP TO /70 m.p.N. �R-IAW/115. ' R-2AW/15. R-3AW/16. R-LBW/15, R-2BW/15, R-30W/16. I �- — •"^NORMS (SEE SECTIONS At ALTERNATIVES ON SHEETS 13, 14. 15 *10)--- 1/4' MAX. OAP LIFE SAFETY STORM PANEL I ELEYABON (t) r SCALE 1/4'-1-,.f�rr ^ %REGULAR 2.-I f V REGULAR i STORM RAVEL ( VALLEY) ,NNH `STORM PANEL INN r - I-> - MAX• DAP ,,1C ✓ ' ' r.>.�-• S LIFE sAtrY FLORIDA BULLRING CODE Nan High Velocity NuFr(cona 2Qns „A •., t, .r w m7Eta, oft. Ft. EXTERIOR s L<U, •.10010A '4e �a� 21 GAGE GALVANIZED STEEL STORM PANELBROWN BY 11L E1 COLBec. GLOBAL PROTECTION PRODUCTS, LLC, SEQTION A -A 1'EenN6 . DO,PA,Y 4600 &W. 51 STREET SCALE 1 4--1" '�^ Av..w,. a. 9N PWL twW4a °'sIn°, N >llw. DN+L n. 3U,4 20-175 11.-..iTCPl nI-1M,..a:NNPN fn n, PHONE: (►34Me1-76A6, GAY: (E54)6ft-1797 '""•"+"" OIMIW40 HN: P.E. SEMAGmAnw/OATE 2,ENt i2 of N (VAUD ONLY FOR PANEL{1 INSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 g 5) MAX_ AS.D. IRE RATING MAID" ANCHORS. SPACING FOR MN E.D. PER SCHEDULE BELOW AAPPl1CABLE 1AA10MUl, ANEL PiENGTH 1. 00 MAX. A.S.D. DCSISN PRESSURE RATING (7�,4_} MA)QMUM ANCHORS SPACING FOR MR ED, PER SCHEDULE BELOW X-PIICABLE To NAX,MUM PANEL (ft•) TAPCON SOUR -SET F ID 7DESIGNE 2AMAC-NALINMIrl -IN a TAPCON SOLID -SEC F� I PANELMATE SAAl4C-NALL91 CJ�LK-N g COMOOMON To To ro _ tO TO _.. ro to 70 mC [ mQi[ . Oat RiE >i65, -65 475. -73 13' it' 13' 13` 1r tr Tr T3• 13' 12"IV 1 (TaP) LESS >fi7 -75 ♦119-17aA tr r 13" to i/2 Ir '61/2' 13" 6 t/2. 7 1/r 5 i/r Ir 4 1/2. 1 --). OR LESS 13' tY' it I3" 13" :. it 13" 1]• 7J' 12"F O Ni41nOM ( ) 1 3 J 2 tr tr 13' 9` tr a" Ta !` it 6" (OOTa) 13" t " 1t 13' 13` 1r tr fr t3' i 3' i r E 2 (TOP) t,5" 3 IS » 2 tl 1 j? 1 r 6 2• / I! " 6 1 " / 2 7 1 2" /. s 1 /2 1! ' 4 t " / 2 21' (TIN!) 3 1 " 1 rr f ' 3 1 " 3 1 3' i ]' 12" ( ) rr r i ] t" 3 I r a 2 " / 1 3' a i 2'1 / 0Srti / / 2' tf 3 0 7 22l3` f O�TOM) t' 3 1t" 1 J t' 3 1 !' 1 3 i r tr 7" 3 i ' 2/ 1J' " to, ](Top) ' 12 1 r12 1 : 6 1 4" S. 14' 12. 1 12 1/2: 8: t/4' 6 t/4" 3 {aaTTOMj 2 1/2"12 ij2 8 if4" 6 1- 2 11r.d 1/4" $ Tj;" a 1/4' J (BQiTOM) 9" 5" 9" 8" B" $• 9' 6 1/2" 7` 5' +. a" 4 i/g' 4 (TAP} '. 7' r 6' d i/2" 7` 3 tfr. a' a" 4 ifr 3' $ 1jT' 2 If2" 4 (GDP) g• -.. a ,_ 8' - e 6. - a. ' _ 4 (B0T10M). a" - 6 1f2'. :; 8• ;: 6. - 5 1/r - 7" 13' 9!` 13' 11' 13• t3" 13' 12' 13' /M 5 (TOP) t ' .3 6 1 2' t ' .3 I r 1J' 9' t " 3 9' to^ 6' 5:TO ) (TOT' 13` it` 7S' iJ• i3' t3` 13" i3" IS` 72' 13" 70' (BOTTTNN) 13" T i3' 13' I3" a 1/2` 13• 9 1f2. 7a If2' 4 S (BOTTOM) 73' 11" 13' ti3' 73" -7]" 13" 13" 1J' 12' tr 10' 8 (TOP) 73• 5' 1S" 0 If2 73' 6 1/2` 13" 6 1/2• 71f2' 4 1/2' E Slop) _ - 6 1/4" 6 1f4` 8 if4' 6; 1/e' - - - - 0 tjf' B 4/A" 6 (BDTi++) - _ 8 1f4' d ff4" 6 Sf4" 8 I ;' 6 1f4• 8 1/4'. - 414 '(607TO r3 7 1/2'. 13' 13' i3' tO' 13' 10' 11` a' 13• 8 t/2. 1 (TOP) - >5,-6, TO B'-0' tr 5` tr to 11 43' $ t/2' 13' 6 1j2' ?"1 4 1jr iOP) >6'-6" TO 7`-5' 13' 7 1/2' 1!• 13' it a i/2` lY 10 1/211 1/2 a' t3" Y 1 (BDTTou) 13• 6 tj2' tr it tr 9'13' 4•10' 6"i(BDTT0IQ/3' 7 1/r 13' 13' T3' to' 13' t0" 11• d' 13" B 1/2' 2 (TOP} t3' r tr TO tj2 Sr 6 1/Y it 6 i/2' 7 fj2' 4 T/z' 2 (saP) 13' 7 1/2" 13` Ir tr to t/2 1r t0 1/2 11 1/2, a' Ir - '7• 2 (BOTTOM) IS' 7" Tr' Ir 13' 9 1/2' Ir 9 1/2` 10 1/2' 7 1/r 13' 6 1/2` 2.(BOTTOM) 13' 7 tfr 13' tr 13' a ij2 I,Y 10 1/2 11 1/2' 8' 13' 7' 3 (Top) 13' T 73' t3` it 9 t/2` 13' 9 t/r 10 1/2" 7 tj2' Ir 6" 3'.crop) - 12 1/2. 2 1/2 6 1/4' 6 Ile 12 1/2• 6 1/4' 6 1f4` $Tj4' 3 (eEiTOM}. 2 i/2`12 i/, 6 1/4` 6 1/4' 2 112'. 6 1/4' 6 1/4" 6 1/4" 3 (BOTTOM) 7 1/2' 3 1/2' 6' r 7 1/r a a' 4 1/2' 5• 3 1/2' r r 4 (TOP) 7" r 8` S 1j2' r ] 1/2' WI 4- ♦ Ijr 3` 6 tjr 2 1/2` 4 (itlP) 8" - B' - D' -. 8-. - 6' - e` �. 4 (0017010) B" - 6 1/r1 or - 5'lIr - 7• - (BOTTOM) 13" 7 t/2` 13" 13- T3" 19 If2. 13` 10 t/2 71 1/2' e" 13' 7` 3 SNOT) 1J' 0 'Ir Ir is' Sr 9' i3' 8' 13" 7 I/2` 13` 13' 13" -70 If2: it 0 t/2 i1 9/2' e' t3" J" (BOTrOHP}_ 13• r 1r 13, 13' 9 142• 13' a 1/2' 1a 1/2' 7 tj2'. 13' 6' 5 (BOTTOM) 13' 7 1/2' 13` t3" 13" D.1fr 1r 10 T/2 t 9/ 8" tr r 0 (ram) 13, S` iJ` 13` '6 ij2' 7J` 6 7fr J 1/r 5 1/r j3' 4 if2' 60-:1 - - LE ;' $ 1 4` 0 1/4'.8 T 4' - - - -. 6 1/4" B 7f;". B {B07t!') _ _ a !j4" 61%4` 6 t 4' 8 s 4' -. - -. _ 6 114. SEE SMELT t i FOR ANCHORS TYPE a SPACING POOR Mf.91M XTYDNS 000 WOOD FRANC INALONIM MONOM ANCHOR 9%CMO9 AN/ MINNUM Door DISTANCE ARE WOKATI P ON THIS SCHEDULE. FOR ED LESS n" INDCATED ON SCNFDIAE REORY ANCHOR SPACING BY '4INEft"J6 SPACING SHOW ON SOEOMAE trr TILE FOLJUAN O FACTORS. FOR IM OPERA OIN ro BE POSSIBLE. REDUCED SPACING OBTAINED USING FACTOR SHALE NOT 6E LESS THAN MPMNW SPACING 14111CAMO FOR EACH ANCHOR TYPE ON THIS SCNEDLxE ANIC , TYPE 1/4`e Ile. 1/40 1/4•a y/ . 1/4'. UPON iI-0 wHiu�MOE 7AMa-WON GNN-M MINIMUM ANCHOR SPACING (i4). 3 1 3 3 2 ,/r 2 1/2. mwmt#iAl M) 3 31/r 3" 3 3I/r 3 KED^GE' OOTAMRt�'•'�/ Dpt7Qt a0t 3 S I/2• 3 Ile 3 1/2 3 112• L AMK CODE 6l6MM E.D) FACTOR 1 III ats - - - - - 21/2' IJi Cie - - 0.TE. Om �31 Jol 1,00 - GAP t.eo 4' SPACINGS ONLY VAUD WHEN SPAGF7i IS USED. SEE. iTt FOR MAX. A.S.D. DESGN LOADS 1Y MAX, PANEL LENGDI5 NRiEAI SPACER IS USED. 1 E. �yil+I:i33I� sti _ dL A A.S.D. DESIGN LOUD MAXIMUNI PANEL LENGTH 40 PSF OR LESS 6'-8. > 40 PSF TO 50 PSF 6'-2- > 5o PSF TO 60 PSF 51-10' A MAX. PANEL. LENGTHS ARE ON Y VALID FOR INSTALLATIONS W/ SOLID SET .ANCHORS 8: W/ SPACER AT 12 1/2" O.C. _ • B � L i A mz_ SEE O6eANTS FD0Tog 1 TVB FORWALANS 910 Tfm MNMIM..ANCNNxI (kw) 3 WOOD FIMME OLALDNATa. MINIMUMANCHCH 6PPL91NG5 JAND MNNUIN • ,Dy SCWa.M $A3 a47ANa1Wl y� 3 3 .1 TISFANOE AAE IJOOA719 oN 1#1S. SCHEOUIi FOR Eo. LESS THAN 174ICATOD OR SCHEDULE ROM ANCHOR SPMSNG $AM XE aCBBRi 0.'aJ fmom BY LRR.T,PLYYNi sPAumu IDIWN - SCHEDULE BY 1 W fTXLa1104 FACTORS. FOR THIS OPERATION TO 8E POSWMJL REDUCED SPACING OOTNNW tam FACTOR SHALL. NOT BE LESS THAN y- GAO "INUM SPACID iNDOD AMFOR EACH ANCHOR TYPE ON INS SCHEDULE 3 i • ' WALL MOUNTINGS SCALE 3j8-1' N N cn ca > N U N O C CC5 -0 U N O (Q U O cu -0-0 •O (� O C O-11., 0 C%j LL %1-- p > .� �/•A VJ -0 a)s_ E O 0" ^L. . . C l Cx Z w J CV 0 1'- O QU N M ...L z —' Cu C) M ` 4 O Eli L y ¢ • � U (D C: 3 > w .® M Q� Q r` 0 0 O o > > 0 W OR UFE SAEETY PANEL III— INSTA °LL I10N QEIAIi $ FOR LIFE SAFETY PANEL C2� 1_L`ISTAULATION DETAILS FOR UFE SAFETY PANEL C11 F STRUCTURES INTO, POURED CONCRETE OR CONCRETE BLOCK STRUCTURES INTO WOOD STRUCTURES INTO. �NQQD 114"0 TAPCON EXISTING POURED 1/4-0 TAPCON� OUSTING POURED t P. 11 ,j 4 . C—/ ANCHOR o a ac ETE R ANCHOR a s D.C. € CONCRETE OR j S 1 CONCRETE BLOCK CONCRETE BI.acK , Wi U HEADER �. W tNAED R DUIRED , WOOD HEADS `x.. UI HEADER REOIARVD. REQUIRED. 1 ! : OURED i . OUIRED }� � I t[[4'r TAPCON _Cn i. t 4Y TAPCON ` �4Y TAPCON iii 1 4Y TAPCON I ` 11 '1 U 1 ANCFCR O a• o.a t 6 .OR O 9' D.C. `4 ANCHOR O 9' O.a' ANCHOR O 9' O.C. 5 1 4'e TAPCON J 1I t 4Y TAPCON ' , I ,(j --� 4 t �y / t N j! O 9" O.G 1 e IHOR O 8' O.C. W .1/4..,/4. `.' i`- J `�f /f j 1 uAx. p / LO► 1 EDP k f;: ( _ 1/2• 1/A—: tj2" '1 4' , t/4 I 1/S' t, If2` i t 4" t! ' ✓. - C/�/�) 1 _ AMA%. 77 ,1 2 1�� 1/4.._. t/z� tf4" 7! f 1 I 1 l ♦ 1 'Y 'W . I I /)Min z / Min, f a 1 i I Err_ p N R-5EPAFA 1 i/4 -2a1• a i i L.,S n �L.} 1 i R H 1 I tl I t f I CC 6 L V4'W-dG.a" a '{D Oli4s5. L_.!� I :.• IL - I i d I _.__._.... _ >xsTrNg,A - axBa�« B-._.««.� , I p 1 A�EA�a 1 � C _ SWAM-amt' " ) ri I it I 1 ?-'T tt dau3 I = U.:....__.. L. !a. AT iA - AT FA 1 : 1 4V-2�t' I CLASS ✓L =.__ .1_., A'" r WHY LOP HMS. • A ' I i D Tf4v-Lai' L""'""". . _ - _: _ R ! 7 4Y-2M _.v= y j R ,_ -__ / 3 _ a 1 91R OiR Y 6 MST JI f I 0 II M n 01 r 4 IX _ -- 1 -fin_. _; . A" °ean " i n _ _ I Ex 5D 6 N _ I rY-tar . _ 1 ._._ s.. Ts w cuss a —I -- -- ( a _ 6ec FOR nru Gusss' 4- a) cuss Doss '� " €x A 1 L t MA74 11 I M1OIH tiAA 7-:i } I 1 7. n..- .>E.,...__ .. (Ly /a lgEl I I - r 'A 6' PANEL LENCEN U ' sp .�.. 1 } v MAX. H 1 j E I r 'r MAIL• OHABTS --T.. PANEL N I !. (05NEE ELEVATION N N "" i 6 (SEEM LENGTH ii! i iL_ f» PANEL LENGTHVIO 0 1' MttL 1ON SHUT 12) B I II ..-.,-.---T PMiEC MLEtNOTN R 1 PA$! tfNGD4 6 k t (SEE ELEVATION ,1—, 'L' M11X. 1" Mar, P---'-- 8TI 1 r� LEN P I S - I(SEE ELEVATION ON SHEET t2) (SEE ELEVATION ARA II PANEL LENGTH ^ r e t DN sH4EEr izl ii i (s ELerAiroN a I 6 (SEE ELEVATOR E TO GLASS. � { ON SHEEP 12 , a �- ON SHEET 12) I R 1 ON SHEET T2 N ( I 11 1 I 1 A I i g_ t' min. I 1 ° 6. s i ON SHEET 121 R j ARXTION--- i j— j D I N I 1I ! A I' MA+. j� 1 If TO CLASS. �, 7�) y2 f I10 ._PAMO[wS5. 1 i �.'! A INn. I T----SEP I { / I Lf4 ! a TO GLASS, I ! I �:J 6—sEPARATON---- I I i D I` min ( ( V j e 'I i i °� i L12 If ro cuss. I 1 1 Na POII Eae i, EX) EPO I cR'- i � t ' j------1. i ! ! _. 'q IGRE7F OR I .: i .R ..,�j��1 ,y ,r�� g� r ! GLASS;•• IGRET[ FLOCK `L.a j` CONCRETE BLOCH i i 'Ey` j E0. "". - .; 'J i ac �� IEtl, ..' ,i !-' I of '� i EQ, HIRED.- i tt In aC REOUIRED. _� EO. I—T-L,_.! E0. 4 - __a:l�.� t t }2. r s'.e 4• M.a £4 \ ~`O f E�' i a f At�6,I.D }. 4. '-"1`""' 1 i t I d - /SDLtsd M om. 'EOWOMM : 7/z. e, T ,4- 4,. EQ. ( , __-_�1.�._....._J EQ., I I.J \.:J vuTE t.. t 1 a q �'`'s t ° Lts ,.1 i ° I ��3g t 1 REQUIRED 1 \ t i a �, 2N4 1 2'X4' WOO O SECTION R-3A �1_/4"r IAPCON. 2'x4" ♦ . P P,WELMiin P U i/4'P PMNELMATE FiU5 I Guy :..5• tf4•r TAPWN *.: , Ora. 3 '-1,.. t 4"A TAPCON { 4 1. "l " _ , i PLATE i , ) PLATE O REGULAR PANELS ANCHOR taErotNo} O LINEL ] ANC t TOR O 12 t/2 O.C. k . ANCHOR O 9 O.C. kk ;; .. ,, t ANCHOR D 9 O.C. k.,. i o 1 ` NOR.O 9 O:C. PLATE t 1 4'r TAPCON REQUIRED ) a i! ) ' REOUIREO 3 '• i {( ", i STAGGERED W/ 97W 11EOUIIED ll 7 a r ' I ANCHOR O 12 7/2` O.C. STAOGEAEO Yl/ STUD 7 , ) k i i 11 ANCHOR' 4 $' O:C, - W .i.•^, i I ,;. I 1 ♦",P PMIEI.MATE PLUS Y 1/4"P PAJEI.FU7E PLUS § 1 AH+1DR o 72 1/2" o.c. WALL MpUN71NGs # ; = r LTE WodD SCALE 3/9-1" -PLATE l ' PLATE p( • ¢ ij SEE SH CETS to ! to FOR ANCkOAS TTPE t SPACING FOR REWIRED 1 - AEOI4RED `". ,. I S I t ( P n i .4 ! t I j ' /� SS 777 [[ v, ARE NO! FOR Ea LESS THAN ON aIOX.t1ED ON SCRNDIILE REo1n:E ALTERNATIVE R-SAW AL1ERt,LATiVE R-3BW Cu MULIPLYIIC FACTORS. GROW ON PERANION TO THE /y.AO REDUCED FAcmRt FOR D U DPEACI N SHALL BE PosslaLE. ALTERNATIVE R-MAW ALTERNATIy R--1 OW MTERNATM R ALTERNATIVE R PAMI O REGULAR' PANELS. 9 LIFE SAFETY. PANEL W LESS THAN MINIMUM O6MNm uwic FACTOR I Nor 6E O REGULAR PANELS O LIFE SAFETY PANEL O REGULAR PANELS O LFE SAFETY PANELTYPE ON LESS 71NN IS SO" SPACING INDOl,7FD FOR F.fi'N ANCOR LLtlai{HRN,iNpA N A TI(4lAy� WING/8-1" S - HPNHFNNP, J.U.L IIOttNi�NGS SCALE3 L1i CEN 11�y LLI 3/8- Now Mc rAFD1N � y��'�jCEN,� „�9% scuE 3/8-1 �� A Tt(1/T"kyy SrAIE 3/d-I WALL MOUNTINGS �P ' P. Tf� � WoReL AN2cR 2wowc OL) } 3 `S FLORNDA BUILDING CODE Non High VelocityHurricane Zone } -CENT .. '`•?' FLORIDA BUILDING CODE (Non High VelocityHUFFicone Zonal a' O 44167 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) +rW,wtFo42 A. G,,) 3 3 ' * s m2mD TILTECQ INC. 24 GAGE GALVANIZED STEEL. STORM PANEL Ps' ILo2a ie'it ' INC, Fs' '1r * n afm011CTtt9., NC r.P. Q - 3 ^_ 24 GAGE GALVANIZED STEEL STORM PANEL oLvn Ptn9xneaN ca,eAHe OmY O"). 3 p ./z 1. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN E -.�, I. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. -S. "a STATE OF `D; _ -, N1mWA � �+T� rACIOR - , 44T 67 � z 24 GAGE GALVANIZED STEEL STORK PANEL ORION �, 9 ,•• STATE C PRESSURE RATINGS (P:a:f} AND PANEL LENGTHS AS g'k } * * °_. w/X7/gas° I "P •. r• $ a7/r/2wD = z GrA-• FLORIDP IL E C O Luc. GLOBAL PROTECTION PRODUCTS, LTC. Dam I .� = 1 ECOtwe, -ORAL PROTECTION PRODUCTS. LLCM ,, DEs(GN PREssuR RAnNcs (p.6,r) AND PANEL 'y& F(OR GLOBAL PROTECTION PRODUCTS, TIC. ,. IBOa sw. s 91TAEf _ . PER ELEVATION ON SHEET 12. ON: woo•.E� "- S7A .`. L IaaD s.W: sr stFlal a1a 9 •...• TNLIT • 721o1NIRR111a CWVANY 2 FOR NEW WOOD FRAME CONSTRUCTION: D y y .. 44:�, LENGTHS AS PER ELEVATION ON SHEET 12. +�,�r •......-. N.. _ I�C �i IKa. 4mTa s.W.:aT maxi a� 21 , % ,? timer - nAVN, n-3"'14 • fa ".. NB(:. 10 .' 'N.F"•+•�� A.w. aA Tt ,Nr °LIE, n. 33314 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD F4F SIONALti * ANY rf. R z lQ LE 4NP taw N. tw. rm now4nALIa 20-175 MEMBER570 BE SDi1THIETtM PFNENo 2, W/SPECIFIC. 'y AL`. (iR..: �. °"PV'i6•_ . 20-175 A N.. / L•+`2f7 NI: r+r.•.3a: wN4,N� ni°kr °A =1a . y- Aso taa -AAA NA aaLH / A,w = iNA a,-,tPa . M , f30R 4n.-Ist PHw1#1 (os4N.9•.7sa5, FAA: 495LMea-a717 ,.,,,,.- w,.e." 'a `m1,XM.. m. , nenl an tM, PrroH¢. (W)GIMI-75a. FAA. (M)SO-MY MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC rUluuHHNN j R,a, imj nwxm . re '�i..lul PHa4e ry54kM-764a: FNi: (NRf •.em 20-175 --- .- AIM NH ...rn �w.a... DENSITY OF 0,55 OR :EQUAL. -.-� _ .-,.4a rRw.,.a-.a ! I/2• 1�P.£ SFAL/SxMAUIIE/DALE - lalIF11Jr PL + TL I�TE -- 1ER A .Y.: P:E. :.ka tr., . P.E. SFAI/SIOUSWB✓aF•TE OMtA1D67tE. as »•att Y Fi:TEA A Ht a,. ,w MW�aa ,M. A, PLMw.. ..WINE PARKING N: Na: RS' All lr FYalraW ,as a". Nwla rt ixAIPX3 the MML7ER A. r PE. . /Q� erCaoeJxe DENSITY OF D.55 OR €DUAL An. -:«R 'an I. M II $NMI , iN W 15 OF U1 7 amw-:.Nr.Wr 9NAIPRG NP: , /1Ir41 a or I/ J d SHEET NO. SH 1.4 n 'A I -;- -11 T- TI ANCHORS On SECTION en ALTURNATW EzIW ON SKET 'in--1 11* 4W NOTE 21 4 1 0,0 ALUMINUM Ax -.T-- POP RWI LAST PANEL(D TO BE INSTALLED AT EACH OPENINa $HALL ALWAYS BE ii 1/2' t, PPOVA SW N = TkLREAR LF T0 FACILITATE INSTALLATION IF' INTE 00 BE IN OF STRUCTURC To FI= AT I or Ic 1PANS, I -4X TORM PANEL SYS" Z G S' -T (INURIOR PANEQ 0 OR PANEL) (vinRIOR PANEL) 6 ISTING Or P�ANtLl Ct�t, RAC% TOP & OOTTOAL SEE NOTES 2, 3� SEE NOYES Z (2). D40 PANELS SHALL BE CONNECTED -to SOTTOM TRACK OTHERWISE A STOP HALL BE PROVIDED AT TOP Of SWH PANELS, +/- 407 (3!L IF END PANELS ARE CONNECTED TO BOTTOM TRACK, CONNECtION iL SHALL CONSIST OF I/4'0-2Qx,3/+' MS. W/ 7/5-W/32- WING ; AN., T14UMBSCREW INTO TUMID BOTTOM 1 20.1 NUT OR =43/�4 ow"I W TRACK. FASTENERS MAY BE AT EITHER OF TWO MISOR FIAT OF END Ism =TIONS AS*0tPAU9:)"P F-LANGES PAANFJ- 1 L- J LL --i or IN ME THAT END PANELS ARE NOT CONNECTED TO BOTTOM - TRACK (i.e. A STOP OAR IS ONLY USED A' TOP) AT LEW TWO TA Ar T-" -'Fl MIX. PANELS SHAL!, BE COWECTED TO flOTTIOM THACCR USING SPECS tiIII it I ' ' T17 1 1-+ P44M4444, I . 4 -4 �� 1 INDMATED ON NOTE %CV%, IN SUCH CASE, CONNECTION OF L -LIL-1-i-7 PANELS TO BOTTOM OCCUR AT ANY PANEL LOCAMON. -J.J- I Jjd�-A---J _J '--'4 -J �"J Ljjj�" a- Sa NOTE 4--� N`� LIM-1 t INSTALLATIONS ONLY VAUD FOR WIND Irk a ANCHORS SPEED UP TO 170 rrA�h, ----7SEt SMION EZI & AL"N.4-K F.ZIW ON SHEET a EZ11/118, EZIW/11 8 � EL (L SY5TEM (t) IYLPICAL ELEYA--TIQN EQR 500 20QQ E-Z HANG a RM PAN SCALE; 3/32"-l' 2A57-(%W OVERLAP 1/4- No.- CAP "S 7 MAX. GAP T- SECTION A -A SCALE: 3/32'-'* EN FL.ORIDA BUILDING CODE (Non High Volooiliy Hurricane Zono) 24 GAGE GALVARMED STEEL SMIN PANEL 44167 Or 1 C:0 GLOBAL PROTECTION PRODUCTS, LLC- LIA L ::.: TE 04 STATE 0 0 20 �==M 01. WAW. =I- -175 )"Ut CROW NA: tit 80VENGINEERING OMPENGINEERING New% r--> Page-242 All American Shutters and (331ass - 24gaCWvanizedStc4 Storm Panels EIN113111AIIEERING EXPRESS* No 33% increase in allowable stress has been used in the design of this product PRC30UCT EVALUAT10114 REPORT Separabon from gla2ing is not required for installations outside of Wind zone 4 and esseafial fac"es- September 15, 2020 Impact Resistance. Application Number: 17869.1 - R2 EX Project Number. 20-31543 Large Impact Resistance has been demonstrated as evidenced In previously listed testreportfs), and is accitanted for in the engineering design of this product. Product Manufacturer. Ali American Shutters and Glass Manufacturer Address. 1540 Don Road Wind Load Resistance West Re Beach, FL 33409 This product has been desigIvad to resist Wind loads as Indicated in the span achodule(s) on the respective Product Evaluation Document Q,e. engineering drawing), Product Name & Description: 24ga GaNanized Steel Storm Panels Large Missile Impact Resistant Instaftsfion This product she# be installed In Shia compliance with its respective Product Evaluation Document (I.E. engineering drawing), along with all compoitards noted ftwein. Scope of Evaluation. Product components $hall be of the material speciffed in that products respective Product Evaluation This Product Evaluation Report is being issued in accordance with the requirements of the Florida Document (LeL engineering drevvIng), Department otBusiness and Professional Regulation (Flotida Building Commission) Role Chapter 61 G20-3.005, FA.C., for statewide a1cceptance per Method 1(d), The product noted above has been Limitations & Conditions of Use: tested and/or evaluated as,surnmadzed herein to show compliance with the ftdda Building Code Seventh Edfion (�020) and Is, lor the purpose Intended, at ]sea equivalent to that required by the Code, Use of this product shall be In strict accordance with the respective Product Evaluation Document (Le. Re-evaluation of this product shall be required following Pertinent Florida Building Code modifications Or engineering drawing) as noted herein. revisions. All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed In this prodocta respective anchor schedule. Host structure conditions which are riot accounted for Substantiating Data: In Oft products respective anchor sottedule shall be designed for on a site-spedficbseis by a registered professional engineer. PRODUCT EVAWATM DOCUMENTS All Components which are permanently Installed shall be protected agairtat corrosion, wirtarninifilon, and . EX drawing #20-31543 Oted24ga Galvanized Sleet Storm Panels (1HVHZ & Non+NW, shoots 1-5, other such damage at all times, prepared by Engineering Express, signed & seated by Frank Sennardo, P.E. Is an integral part of this This Product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ)� Evaluation Report . TEST REPOIRTS Respectfully, Uniform static structural performance has been tested In accordance with TAS 202 test standards per test report(s)#13IT-AS13-17-001 by BlackwaterTestingJnc. Large missile impact resistance and cyclic loading performance has been tested in accordance with TAS 201 and TAS 203 tea standards partest reportils) #BT-ASO-17-001 by Slackwater Testing, Inc. STRUCTURAL NEERING CALCULATIONS Structure) engineering calculations have been prepared which evaluate the product based an comparative and/or rational analysis to qualify the following design criteria: 1, Maximum Allowable Spans 2, Minimum Allowable Spans Frank Betmardle, FE 3. Minimum Glass Separation ENGINEERING ENPRESSe 4, Anchor Spacing 9PE0046549 I CW. Auth- 9885 160 SW 121� AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 160 SW 12',4 AvENue SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1 (866) 396-9999 (954) 354-0660 1 (866) 396-9999 TfAM@ENGI NEERING ExpRess.com TiAm@ENGINFERINGExPIttss.com ENGINIIERINGE)U`JtEss�com ENGIN2ERINGEXPRBss,Com 0111NAM 11111iRGERM N1 NUN, E_ Z,,,EN J 1! � 1-111.- -.1 � -11. ,U j, i 1, 0P11QNAL10Ff8070Mc.5UIU,D=1AIL ns! '20-31543 6;) 7-5) J INSIALLATION DETAILS FOR $ERIES 2009 E-Z HANQ MEM ANEL 6) IM PORED CONCREIE. MOM BLOCK AND W-QQQ UTRU91URES FRING -7T TArr REQUIRED. -J�,` O.c. IAPC" ANCHOR 0 Ir A" YEN SCREW* FRDM % J14.1' HEY HEAD TEX 0 V4* FROM EDGE OF OF 0J 1/2' POP I- mill, EPARATM 0 GLASS. "/164M pop RIVET GLASS7 RIVET 451-�O` Rol PANEL, LENGTH V10- /7 Wax PANEL LENGTH LL- I ANN, APAIVO U 'to CLASS. OF V Sox e#-2QAe OF1 LIZ E. TAPCON 7 POURED -1 TAPMAN ANCHOR Ot. 2*.e WOOD ANOM. OR --F CONCRETE REQUIRED, ALATE WA" MQIU9tIj4Q a Ult SCALE 3/8-1 SCALE 3/8-1- 1`11.10 BUILDING CODE (Non High Velocity Zone) WN. PANEL -11 1� INSTALLAXION ARE ONLY VALID F09 MAX� ALS.D, DES" SHALL BE 2' PRESSURE RATING +/- 404 ps.f. AMC PANEL LENGTH. NoItA,"-, 2A GAGE OALVARIZED STEEL STORM PANEL E 0 PROTECTION PRODUCTS, I.I.C. -L]ILIEC01M.. GLOBAL no U, IBM" a,' 2� FOR NEW WOOD FRAME CONSTRucMON: WOOD TO PINE No 2, SPECIFIC RZ 20-175 MEMBERS BE SOUTHERN W/ DENSITY OF OR COLIAL. 54CM1510 fm 064is"-sm M55 vim 2,�, p1r. A-i F09 pj�NK �?ENEJARERIQ -1 ALL AmERICAN SHUTTERS AND GLASS MAX ALLOWABLE ,qmum, tx-�& MIL% 3, DESIGN PRESSURES: 24ga GALVANIZED STEEL STORM PANELS (HVHZA NON-HVfiz) 10:0 ASWTEEI� ESIGN DESIGN NOTES: SCHEDULE$ g 3� 1 HI r S LL Ot DETE INED PER, W�RR TO 04NEL 5VAPU TI E 1 6 'A T INGC E� RE TOP MOUNT (CONN- TYR I �co 7 AND CHAPTER TYPE AS, R6Q'D) THE OUIL IN ;CODE SMALL BE LESS THAN SECTI "44; kL OT �P N MIVEDEFGN R N OPTIONAL 4'-Z6. STITCH ZE I , V �UES . E E , ANY' "'T=H ERED, 1J, N, X-DO WrNGNUT5 x AI.IPSE UE) GENERAL NOTES: A. TE STAN LD OCODE PLAN VIEW E HVHZ: OZ. INVES E i-�Ya, 6 F MICH MAY id.� qvtNE RodE6, Ef USED IN THE h RE V44PON Est 4 WN H NTA ED IN BOTTOM MOUNT ONS As (CONN TYPE ASJ PIC, &PROVIDE, I�R NT MOM ULI 1 It E SR � -1 � MAY BE AT 70 se LN N It BOTTOM M MTE IT TYPICAL VERTICAL MOUNT ELEVATION %%V N-T-S, ELEVATION WISE S, tPECIF Rlq,� 1,ell A CA Iff ANO/ CODATC" TOP MCUNT A Q+C "" . A=SEE, B, ZN 1A.E. 0 JCQNN TY TLQUALITY 1. ($PANABOVE OBSTRUCTION) M.ALLOY, 0'" "NLS SHAUL �D`N'o RM TEE GMOAL� "'N' 0 " PATE"o W 9 LT S to AU` AL" MMU4 "`RU5`CK"sHA N R UNIE's O�O DTH' 6 `Ns"� It -s BOTTOM _A'- Z"-. AS M < E TIONG _-.TB � A. �Ls N.Y. OR D NT , A Al LI_ 4 Y I - ETE __.PS N M t" C RA ._E OT SY IN A ORB PER C o"LY "D M TU�� Rls IN- E _AT.-. I` I. " ... Nsi. TECTALL N F K I I', 1A E Ro M l' TBR L FRI. V ET. 04 �l -005TRUCTION A ED ER AS N ER E A §4 x (LDCATION MAY VARY) i,bA, ITEM & LAM�B 02 IN ME"REES RESTI-I'34C AIP'OM "TERIA1 RUR. "'I CA, Ey L E', EN_N_N ��R% 1 6 EYONDTHAT 0, FM�RAL M FOS TOP LINT ff -.-NZ .1 "U. PLAAl' (.- TYPE AS ZC) iA RIIIJO AINIMMIAL C'NT NE11!NTE. 00" 11 NNT"12ONS 1411.171-011-1E.01 MAIKI144151TOT MDOCUMENT MITT�6A A jNVAL 'hTMER ARE 140T PER 15 C LS BOTTOM MOUNT JCOIVN-/ ItER E�Vt�'VNB`HE&%PER ENZE N ifll't A (1) LABEL (SPA N, ZN," N. =IW; 'FOJINIMUMDF TYPE AS REQD) N BELOW AN SHUTTERS Auri GLASS CBSTRUOTION� A.1-E L �At!1410E I W., FL L�S MAY ME NOrCNED AS RE 0 -w72C-sTrTCH PTL- 2,0,1 -1ASE11g1, N.PIEEA ON�A 0. �:T,152111k PROVIOED THAT CONNECTIONS AND, BOLTS 1. TH'WASHERED PRED�TAPPR ANCHORS ARE USEDWHICHS ININGNiTS FASTENED 0 20-31543 9 WFAM AE 'V T SPANS ASIJV.��S SELOW`OGS!TR1ACT1T�T;0F"N "I PAN, 'I 111WAOTErSIA A VISIT ECALCA01311543 1`�J-- vn.�-z 7 VERTICAL MOONT ELEVATION All, . .... r7"N CN&CHED PANELS) N.74 ELEVATION MINIMUM ALLOWABLE SPAN SCHEDULE (ALL FAINItt.!:i) 'ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE. 24 GAUM PANELS I-, I=, ==I& =EOMAL 1FA-CILrTir BE- JAUDWABLE INSTAtt-ATIONSUESS 1INSTALIAITONSGREATER "Its"U"t IL061. 2JO. 2AW� 130,cin 6.0-cliw- V3,2 ht 6"1,, --T53 -N, 9.0 W 4111n 2172 NO .1,70 2.90t. s.13 I" Z98IO TOP MOUNT I Ila H09der Ir U' 25" Head., a' or, zr 24, iv &'Ir H"d.1 0" Q` Ur 23' 24" 2V 2r 0` 24- 2r 2V -r 2=3' 23' 1 IV" W , It- 3M 2r 11" 0 24" 24' 21 30' 24- _M Ar Xr _y 57 2V 25" W 31' W 62" 371 2, �IY 2,�. 11" 29' 1 - IRE` IF -iF 5T 24' 40' 30' Hosdar 0" 0' Cr 2r 2f -gr "P-Ana* ZR` 2C 24' X r 4er 5 0 2r AV 'W 4,E -W bwd�a AIAU; 31- 1 t- -W VP 30r 33' 11, 1 W 1 26' . 5T 3P 2F Sr _= By sr I- sPAuIi �OWN At mm > z U'Rujp� - 3;t M1 =1 A=�AT TOP ON MVGM, PANEL UENGTH5 LESS T"14 THESE NOM IN TAW AMA � WT W -1fPARAN- fk. G�ASS M REWREP "M PANK LENM IS OREATER �N I�AT M`TW FOR '21 ESOEETIVt M`mno 1;0MNAnEOI POEM T- %=A M sgu� W�e wre CLOSERes Are No, U. === = N= MY= ,A, AAPMLS MAY SPAN W MINE"M UM40W Tht OPTIONALTOP EE WI`V," 045LOUZ1 P99 1110 V, CII I C� r- /-LAST P91e, Twkm MWINTMOU JAMNL- "0 X F,T GLASS SEPARATION NOTES: 0 DID 1. ENMSPAPISCKMLEWffHPDWFnDEMNt*A DETERMINE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING To BE PROTECTED, Z SCHEDULE is MWINBc, MR USE WrYN POSITIVE LOADS ONLY, 100" AS INMINDLATION WILWESTI LOADS IS ACCEPTABUE� OTHERWISE USE NEXT HIGHER jcohw�P*As LOAD. IL FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE Of ESSENTIAL FACtunis P4 ASIR WIND ZONES I THROUGH 3. THE GLASS SEPARATION NOT REWIRED AND NO MINIMUM SEPARATION FROM THE SCHEDULE IS, PROTECTED OPENING J§ RMUMEM QM NAIL INTERIOR FASTENING EkISTIAB CONCRETE, H 0 PANEL ADIACVW U AA49L) 'MONAL EGRESS PANEL DETAIL DETAIL M 0, FASTENING 20-31543 Ad -472,9901- -2,250" 0 4' - A 0 .9, v, TYPI TYP T _I, 3 a T .. L- 2.000, 2.000" 1-- TYP. I,Ipo- BUILO-OUT %r'HEADER Ro T- 3. NO 'MAX 15 � 0',6 , �j 4 R I 0.19P., F 1.007" 12.5W' PANEL COVERAG E Q. 17� -[n�%SS, Eff 4A -14B75` PANEL LEN , J4, TIP. En "NUT 0,957" ±J4&L L9. 0 ..Eaton A 0�125" M, LU 0T. 01 2. Aum mmllilim ;IN OVERLAP - If . 4" MA 9, DIRUER CLOSUM DETAL 15'MAX. -T .25, M0. BUJUP-OUT DISTANCE J EMBED rill to OVERLAP ".i M X. r4,1. �1. MIN. If, MAX, - MIN� warb 20-31S43 A ANCHOR SPACING SCHEDULE- 241GAUGEPANELS� PANELVASTENERSO IMMMUMMMUME1 Emu M ��KEHM F.M- a�=Wmmm mmm�mm EIMMMMMIMIM � MMMIMMERNEM alt- M- "I a ffil 01110 ME r M �rllllg 11MEmu EM MMNEMEMEM�EH�m INNINMEN "RTRIMMEN 312V' 19ME CkISTANCIF ANCHOR, MaxwEam. r 1A. I Z. EMBED ,Ao�.;p3w 41 48 Z2�18W,50- sw, 12 S. IS-0- 14.g- 6g. -L- IN IN 160 - T5. JA�0" 14,7' 6.0�' 12, ' :3:6:::: 44 kW a. F LZ�T' it, a - .6.w III.." i4�7' 1--r- 5 D" 14 1z.5" 16-0 : I&G, L41- $4 4.0- I 2..", 1z's" Jr B;:� D 6,w 11-vV27EMM), 33 Wo�,.EILE. 4 4a 5z 72 1-114--4�lt AT TAP COUP �ERW 41 " --4MVAWAWAkt, 52 72 L2�Fl 16.0', 16.0" 16,0" U,il ?�V 12. 9' 16.0'� 10,13" �6121T :E0 i 1 ILt" 1Z.91 ls�,Y" 9;7-� $.- I FV' 16.0- 9.7- SA" III., �11': 11,5" � 1.1 16,01' AX" 'a" Z 4 tZ. , 5" 5.6" La.5" t.", 1 15.0" tsAI" s., 'I s6" 5,5" 0" Ily� 12,5!� 12.s, 22, , 16a 3 15:11" .0- 1 16�6- 0.,6� 1 .0 Is"j- 125' JS.0'�l 12.5," 16.0" IEZ" 9WIA 160, 11.4- IL9 1151� L215!: ELS, iev- Ias� I&CI. V,tl, fz.F* t s, 12.51 t2.51 710. �70- KNEW 33 41 48 4z I LZP1 gq: 'le 6 12 y ! 12.5-1 mv- 16-,v L4.511 E,251 � 15.4,�' 4X 2�P I L%551, 625* ANCHOR NOTES: Mn1. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN BUT ONLY PROVIDES MAXIMUM 4WWA15LE ANCHOR SPACING, MAXIMUM AULOWAIQLE�SRAPIS AND PRESSURES INDICATED IN SPAN SCHEDULE SHALL6PPLY. l LILE BASHEII.N PA.1- FASTENER SPACING, "THE EXISTING STRUCTURE ENTER A OR - t MATERIAL. Mt =151CHFED 5 CT�E(,;TNDE=TELP0AD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTfERANOS5LE S A 'THAN OR EQUALTO SHUftERSPAN.SELEICT LL1 CONNECTION TYPE BASEDtN APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DEMIL$ ON X: ION WITH ALL MOUNTING EXTRUSIONS z -1- FA STIrNERSPA12AG T45LE VALUES FOR ONS), H MANUFACTURERVRECOMMENDATIONS., TO ASTM CIO S!LOCK, OR SCHE fig , STUCCO, FORM, BRUCK, AND OTHER WALL OR $HAU 115WRIFIED BY OTHERS TO DDED TO UN �dACMJEOI CONCRETE oNLY, k,ft tx1h I 1�0 STRU&,UAE� Is WoO'n PRA 1pi�,,,EWISAgGCONMTIONSMAY)tAPY. FIELD VERIFY,THAT FAISTENER5 AKtINTOADEQVATF WOOD FRAMING MN!M , BERS, NOT PLYWQCD� FASTENING TO PLYWOOD C5,ACCFPTADUE ONLY FOR SIDECILOSUREPIECES, 10. WHERE ANCHORS FASTEN TO NAFUIOW FACE OF STUD rRAMINGf, FASTENEII.SkALL SELOCIOEDIN ,CENTER OF IiGMINAL 2- X 4T1 JNIM,� WOOD STUD t-Y,' Suet DISTANCEISACCEPTA4E FORWWO MIMINGIVeWOOO 57UD 5HALLSE --OUTHERNI PINE'a-9,ss,ort GREATER DENSITY, LAr$CREW LL A OHr IYOSPANHEADORHEX WAn It, REMOVABLE ANCHORS ARE: DEWALT PANELMATIE, ALL-POINT5 SCILID-5frik MR, - A55 BUSHING, 12, MACHINE SCREWS SMALL IIAVE,'11,.Z'MIN;MUM,EN.C;ACiE+�ENr�oF THspAosm-rb THE BASE ANCqORAND,MAY HAVE EITHER PAN HMADkTRUSS gbLT) A HIAGSDSR��VACOER HEAD (SIDEWALK IJ.NQ: 13; MINIMUMEMBEDMENYANDEDGE DIST I EX6LU 5 OC OP. OTHER WALL 14NISHES, 20-31543 i4, M DESIGNATE$ ANCHOR O�NDITBTJS WHICH ARE NOTACCEPTABLF USES, , RAAW Dtafmxpym, 15, * DIRECTMOUNTINGtONDITT&N5- L6 LINEAR,INTERPOLATION 15 NOTPERMITTER FOR USE WITH THE ANCHOR SCHEDULES L15TED ON T�IS SHEET, -Cu > Q2 a) a) 2 0 0 " C CIO a) 0 CU CU -0 0 C 0- 0 a) cu L- 0 0 - - C--6 U- 4-- 0 -In C/) :E -0 (2) Cp E L- 0 L- 0- F- A.0 -6-0 U) 0- A< r."W, 1A KA M FA Tr ff C%J C%J 0 0 CIO 0 N M >< L.L =3 0 N C) to 0 C_: 04 W U) < CU (L> U, Q,� 0-_Q E 0 0 Q > L 0 LU C/) U) CU 0 L- CDL CL 0 0 OL - U) CU Cn W z Q- SHEET NO. SH 1.5 Ul