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HomeMy WebLinkAbout36442 Flats St1 - = - -- -- - i __ 1 t i ■ a L __ I _I t _ -1 1 1 - 1L—_ _1 - 1 - I III q11' 11n rw, uLI-1- -- I --- f - -L I I �- I I - - � 1 - — 3 m rn 42 v <n 0 CO O 0 J N LO LCIJ M x m rn C Cr rn 0 J N 0 N Ln LO E 0 C) Q o+ 3 Q c14 I] CL i E F0— i3 E 0 V C J LZ 0 U 0 c 0 UI wN+ U N O a 0 0 J tZ rM O 0 00 0 0 0 a N N 0 0 W m 0 ABBREVIATIONS AB or A.B. Anchor Bolt FIX or FXD Fixed RA or R/A or R.A. Return Air ABV or Abv. Above FLR or Flr. Floor RAD or Rad. Radius AC or A/C Air -Conditioner FLR SYS or Flr Sys Floor System RAG or Rag. Return Air Grill ADJ orADJ. Adjustable FOM or F.O.M. Face Of Masonry REC or Rec. Recessed AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace RECEPT Receptacle AHU or A.H.U. Air Handler Unit FIR DR French Door REF or Ref. Refrigerator ALTorALT. Altemate FRT Front REINF Reinforcing BC Base Cabinet FT or Ft. Foot/ Feet REQD or Req'd. Required BF Bifold Door FTG or Ftg. Footing RM or Rm. Room BK SH or Bk Sh BookShelf FXD GL Fixed Glass RND or Rnd. Round BLK or BLK. Block GALV or Galy. Galvanized RO or R.O. Rough Opening BLW or BLW. Below GC or G.C. General Contractor IRS, R/S, R/SH or R&S Rod and Shelf BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter Sc Solid Core BOT or Bot. Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRIG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HC Hollow Core SHT Sheet CAB Cabinet HDR or Hdr. Header SHWR or Shwr. Shower CIR or Cir. Circle HGT or Hgt. Height SL or S.L. Side Lights CJ or C/J Control Joint HH or H.H. Hand Held (plumbing faucet) SPECS or SPECS. Specifications CLG or Clg. Ceiling HORIZ Horizontal SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit HS Hard Surface (flooring) SQ FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling ILO In Lieu Of SO or Sq. Square COL or Col. Column INSUL or Insul. Insulation STO Storage COMM or Comm. Community INT or Int. Interior SW or S.W. Shear Wall COMP or Comp. Compressor K/WALL or KlWall Kneewall SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection KS or K.S. Knee Space TB Towel Bar CONT or Cont. Continuous LAUN or Laun. Laundry TEMP or Temp. Tempered CSMT Casement LAV or Lay. Lavatory THIKN or Thik'n. Thicken CT or C.T. Ceramic Tile LF or L.F. Linear Ft. TOB or T.O.B. Top of Block D or D. Dryer LL Lintel Length TOM or T.O.M. Top of Masonry DB Door Bell LT Laundry Tub TOP or T.O.P. Top of Plate DBL or Dbl. Double MAS or Mas. Masonry TP Toilet Paper Holder DCF Decorative Cementitious Finish MAX or Max Maximum TR Towel Ring DEC or Dec. Decorative MC Medicine Cabinet TRANS WDW or Trans. Transom Window DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TYP or Typ. Typical DIA or Dia. Diameter MGT Management (room) UC or u.c. Under Counter DISP or Disp. Disposal MIN or Min Minimum UCL Under Cabinet Lighting DIST or Dist. Distance MIR or Mir. Mirror LIND or U.N.O. Unless Noted Otherwise DMF Decorative Masonry Finish ML or M.L. Microlam V or v. Valve (shower or tub/shower) DS or D.S. Drawer Stack MONO or Mono Monolithic VB Vanity Base DTL Detail MIN or MICRO or Mi=. Microwave VERT or Vert. Vertical DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VL or V.L. Versalam DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VTR or VTE Vent through Roof / Exterior DW or D.W. Dishwasher OPNG or Opn'g. Opening W or w Washer EA or Ea. Each OPT or Opt. Optional W/ or w/ With ELEC or Elec. Electrical PC Pull Chain WA or W.A. Wedge Anchor ELEV or Elev. Elevation PED or Ped. Pedestal WC or W/C or W.C. Water Closet (toilet) EQ Equal PH Phone WD or Wd Wood EW or E.W. Each Way PKT or Pkt. Pocket (Door) WDW HDR or WDW. HDR. Window Header EXP or Exp. Expansion PL or P.L. Parallam WH or W.H. Water Heater EXT or Ext. Exterior PLF Pounds per linear foot WC or W.I.C. Walk-in Closet FBC Florida Building Code PLNT SHLF or Plt. Sh, Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FDN or Fdn. Foundation PLT HT or Plt. Ht. Plate Height WP Water Proof(ing) FFB Finsh Floor Break PSF Pounds per square foot WS Water Softener FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WWF Welded Wre Fabric (Mesh) FIN Finished PW or P.W. Pre -wire FIN FLR or FF or Fin. Flr. Finished Floor PWDR or Pwd. Powder Room REV. 06.23.22 PLAN REVISIONS DATE VERSION DESCRIPTION 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 = 17= N 114 Pik 1!19M 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 7 FRAMING PLAN 8 LINTEL PLAN SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 DETAILS & SECTIONS 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. N C"i 00 _o -O W 0 0 a� o C N Cco .Co N 17 NCM Co Q N E»- c ` C= U u eu _ a c C E cV Q� o J a U 0 ILL at N 11`Si►:6lSllFllj� I- %% ` I - I �' ` l `Ng To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N WE o a o$�n J w .7 � � N � LL LL O rJi w a a M c� w Q d J LL LL o t7 3 0 — orn o Z s my o13 i o L,.. I ' Z X. u, O rn 0 F- J z W N Z LO M Z U O F IL W Z N o(J 01 Z W V M 0 z N M o z N z n Q d n E3 N z t y w VM � O— w �Nrt ~ U) U W J £ L B pp xi i1 = s � d �® U o 0 • c N 14 0 w M J O � a 0 o zc <� E U o a. E XV a ¢ V D 0 ¢ Z O Co MoZ t wa �J rr3 m OZ Zy m Q) m0 �zz QZ w <o W T wLL G N W F m O Jz011 Qa o �o a zl< E2 > CD LO LO tm Q 0 VI CID C) J LO Y T � r m LO r 07 Q O N01) I 12 N r Q C0 � 1— E TT M 0 Z Z E O N c c a0 o m U 0 m a Q p JOB NO. 23-02469 SCALE : AS NOTED SHEET NO. C S if t __ - __ 3 v, x m rn LO LO 0 cnn 0 0 J M to N 0 I rM Cr LO tY m 0 LO J 0 I CN i L0 un 0 7 U) 0 C) 3 Q r� 0 d E r° 0 x O C C i a LZ >n UI m a a U J LZ M O 00 Ci O 0 0 a M GV O M 0 0 w Q m Cn 55'-10" V-7" 7_7" 15-0" 3" VERIFY METER 1 -4 A LOCATION WITH 3'-0" S3 BUILDER H.B. "ir - - - - - - - - - - - - CD ° ° " R&S ------ VERIFY LOCATION INELECTRICAL PANEL W @LIN O. BAT OWNER'S SUITE . I. C. r�V O BUILDER TO PROVIDE AP PLIANCE PROTECTION K S4�P GARAGE OPENING26 8'-0" CLG.� s' cLG. " CLG. WHEN REQUIRED PER FBC CARPETET 2 CAR GARAGE n �17' O"W IN '-10" T-0"T-8" °tTILE 8'-0" CLG. 18„I 7 IIIIIIIIIIIII L. �■ 5'-3a.83'-10" 2668 IIIIIIIIIIII CrO 286 HANSON ° o BOX @ 36" EDGE OF SLAB 2" o f BEYOND WALLA.F.F. ui (0 N DRYER VENT KS60"36" OH w NSHOWER HRU ROO > &S o `" DTT2Z @ BASE RROU D CD I I m TP TYP @ 1 STORY I I I PT. W OPT. D 5-116" s I 4'-0" I�v�l I I I A S3 I/X I- 1 NOTE: FINISHED I LAU N. ^L? V a QI I WALLS TO BE I i 1 Ile AHU F I FLUSH. VERIFY IN I I 1 io 8'-0" CLG. I FIELD. I I c71 h� TILE --D --- ----- I � ti6 K C 1 in A0. ��2868 S3 (3) 2x4 #2 SPF w/ 3 G.T. _ DTT2Z @ BASE _ FAM I LY R M R.A.G. 5. _ o M O 2:12 VAULTED CLG. ; I 9'-4" CLG. CARPET FOYER 3068 I I = T 1 n� C9 9'-4" CLG. I ' A ENTRY 19 T 23'-8" T-10" T-8" 10'-10s „ TILE s 5'-6" 7a -3" I 8'-0" CLG. Ir Ir HDR AT T-4" 11 I I I I -------R&S------ i\ 18 2668 R&S ---- 4'-0" 11'-7$" 6'-10" C" 4'-7" 8'-8" N 5'-4" C"' 14'-6" 5' 4" "' cv I 7'-6" I 5068 B.F. 4068 B.F. L? I OPT. - F- o I o PATIO CAFE -------------------- o=_______________� o I REF. BEDROOM Q 2 �' oo Z N w ��s �� z ° I U)W ,� r I BEDROOM 3 BEDR OM 4 M0 ° VAULT. CLG. �� 1 0 o CD N _3 D.W. 1 00 I CARPET I 8'-0" CLG. BATH 8'-0"CLG. I w o 7 CARPET IN 31 a '- Q -' L - 24 - - j USINK b`° CARPET I 8'-0" CLG. r w/ DISP 7 I TILE 2" T 7PET '� i 21'-2" 2 2 2 10'-4" f 10'-42 2 4 I 5'-31' VAULT. CLG. O ' ti I TP H ■ /i I 00 TILE Nf16" PANTRY a m 00 T j TB TYP @ 1RANGE 8'-0" Mo ^ v1 STORY C?'6'6 FLAT CL . ,n_ '� I FIBERGLAS ;t �-O---5-SH 0 SURROUND I `"' DEEP �Ioo HB EGRESS EGRESS A OS3 O 29'-8" 15'-10" 19'-6" 65'-0" 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 20 X 26 18 4 X 25 } S.H. 13 20 X 38 18 4 X 37 S.H. 14 20 X 50 18 4 X 50 S.H. 15 20 X 63 18 j X 62 j S.H. 16 20X72 184X714 S.H. 11-12 271/4X26 26X25 S.H. 11-13 271/4X38j 26x37 S.H. 1 H4 27 j X 50 j 26 x 50 S.H. 11-15 27 X 63 26 X 62 112 S.H. 11-16 27 X72 26X711/2 S.H. 22 37 j X 26 36 4 X 25 1/2 S. H. 23 37 j X 38 j 36 j X 37 3/4 S. H. 24 37 j X 50 j 36 } X 50 S.H. 25 37 j X 63 36 j X 62 1/2 S.H. 26 37 j X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 j WIDE S.H. 32 54 X 26 52 j X 25 4 S. H. 33 54 X 38 52 4 X 37 S.H. 34 54 X 50 j 52 j X 50 S. H. 35 54 X 63 52 } X 62 4 S.H. 36 54 X 72 52 } X 714 S. H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. DITIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE CiPnPrnI NntPC 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 112" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" DA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 OD +28.3 / -37.0 OE +26.6 / -29.1 OF +26.6 / -33.5 OG SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALL LEGEND 111111111111111l • ' : 1 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 "131" 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-Bl EXT FRAME 2 x I CONDITIONED CEILING R-13 KRAFT FACED RLL BLOWN -IN (INSTALL BAFFELS AT EAVE) r ARAGESEPARATION R-11/R-13 KRAFTFACED SCALE: %4"=1r-0"(GARAGE / LIVING) cam.: 00 7 t� > CL. o� U d n O Cc V r f9 N Q O ® � _CU M_ :E=I > E 3 3 co � U N a� ca 'a Eo � U 0 M 0 N �I C ����:i1J3E�s`Sti To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. Q M Eo O N . N 0) V y d ST 0 00 uu � M�� w a a Q coLL� o c� z J 0 0 0 13'* Z rmo 0�50 Y '_ tr 0 N WO@ m � a, Z LL, Z � Cl) 04 IL 00 Z U O~ z O U ❑❑❑ W o n r M N U o � a U M Du g O C N �6 c J E L U 3 N L U7 N -In to, N 14 0 w U_ �J z EI �� <� Q E UI of w= -� m o �� &a o� �< z CO w i-- w� s a a mC, 10 z > j No z� Qw J �z O j Cn it O 7 m �� a s < z G Q inw r s o zQ F N O LOm ' O L► / N Q ca 0 (0 O :3 r LO C Y LO T U) Q cn cM I coo N r ILL N LO r Q M T M o Z m Z ri E Q N T `m c FL0 E .. N _j Q p c JOB NO : 23-02469 SCALE : AS NOTED SHEET NO. 1 ! II __ 41 1 1 111 1 1 1 1 14 I I ' I -- - Jill 'I r' ! lr T 111f ' 1 I ' t--j v+ 3 m rn rc7 L0 a� `v v V7 J O) O I N S m rn L0 L0 v 7 N 0 'r J 0 I M L0 lD Cr v 7 V) 0 3 Q N N 0 E E 0 In c J 0 U 0 O v 0 J EZ N N 00 CL v 0 0 N N rn 0 W vi VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES w MEDICINE o CABINET 00 0z Oz O > fV > "'co "'M c r: KITCHEN ISLAND 24" TOWEL BAR ON WALL ABOVE TOILET I TOILET PAPER HOLDER 04 FIN. FLR. KITCHEN W NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. SHWR. DOUBLE CURTAIN HEAD RODS ROD Z SINGLE TOWEL BAR IN a ROD TUB OR SHWR. TOWEL BAR a ON BATHROOM WALL SHWR. o 0 VALVES w a0 = o C° SOAP - C0 CO 00 DISH 1 o U LO 0 v7I 0 1 CM M O TUB BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY I 0 O CV I OPT.' REF. 0 KITCHEN O n BATH 2 I O 00 O r MIRROR ,, 0 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 O 0 o BRACKET 36" H BASE FINISHED CABINETS COUNTER TOP 30" H BASE O CABINETS - 0 � o0 00 00 0 U— rIN 1� LO a 1'-211 C° 0 2x U? T O0 FRAMING rIN - O O - O - 1 /2" GYP CV CV c? N BOARD FIN. FLR. r j, J, j 11 FIN. FLR. 1 j J, —A 2x P.T. SOLE PLATE SHELVING ISLAND COUNTER CABINET BLOCKING SCALE: 1/2"=1'-0" ,1 N �y _ 00 I o a� >W Q p I--o � Ono CcC-1� � co �L� N (C O N O cC Q N d E. ¢ 3 C'm �e L d 61 � .— J > C r CD � T U) Q .� c E O d J u CM CV O N 00 G; is F �i, � 1. � �'� i-.,: !� ,• � j i To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W a d E CD N o 8 �� N_ N C) ik J O N , N i» rn f` n —0 tJi W d d NM0 W LL J LL � � O — 'C z ^ZS O SO L C. d �+ � 0 W j 'f6 N CO m 4 W 03 ¢0Z z oo —d O < O mLu N Cl)Z U C H aoa z z W z N M O O z O Q � QN Q d N M c� z CD aZJ 0 N w o Ly N �c-) c'n U w m zt U O N C � Q W Y N m 14 o w M M J �J � � Z G � cd a o a E V �= z® o a co CO �_� X V ¢ .o Oa CO G °3 ` c z wo wz �c <o t< ox=� m o° Z CD J m m �m < w �z o� <o W co o� J M d v zla ° 3 .N O > CD L{) LO (� O :3 LO Ln J Y � r T m N m U Q 0 N O co O r LL CV 04 It LO r Q M T— � E c co z m Z :3 E OLo v; E U w a Q p JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 2 -- - - - I 1 1 1 - - - — -- 1 1 1 1 1 11 1 111111tI „TLI NU III I111u1II 11 1 11 'I - - --- I 1111T I I I—['11-1 1 11 11 - - --I I _ I 1 II ■. I j I.I --1— I _ _ 1 1 — _ 1 _ L!Ll 1 A 8"x8" SMOOTH TEXTURES CORBELS 1" x 9" SMOOTH TEXTURED 12 FREEZE BAND � 5� HDR HGT. _ TEXTURED CEMENTICIOUS FINISH ON C.M.U: 00 I (TYP.) zo F.FL. 14'-0" RIDGE VENT 3068 SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS F] 17-711:1 El 1:1 D 1:1 0 [7101177 E 1:1 E +3" SMOOTH 16070 OVERHEAD DOOR TEXTURED BAND FRONT ELEVATION — B1 SCALE: 1 /4"=1'-0" LEFT ELEVATION — 131 11= 1 '-011 SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS T.O.M. REV. 09.24.21 i CV - C=C%j 00 CS em O a- .5- C= CL M. c� = N V N c � c 'n co = (N N .0 N O J Q N d O7 U Q �T R+ 'W .v -= •- f.J W s co C C-- N n to 1= E Q Q U n M N O CV #r '�j, • . ... � • �,T'� In `• , lti 9 1; t" •� ,��ffffl7{1:6ZZyt To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N W a m� E S N o $ C y N N Ci u� J O C n ' L(A ' LL (n r r W LL a a c Sc o J LL LL (� O — C O . Z - m v o W 0 d J m rn z LL W J�W N roZ UNF z OU ❑❑ Z W z z � z n Q �J N M z'a C7 0 1 0 LL-� T' V7 W . V 0 c W C� W J C CD Q 0 O z W M M J N Z z a l.t.. zo zo aN o- O E w� z F- rO o � a¢ o� z 0 t 0 �z wo �w cn ca°z � C ao �� mo z z m °' �m aw o g o W 65 T � aw � m < 0 ,- a o az J Z aQ 3 , F ;o zIa� a oo 3 O Lo L / �I N �1 0 L Y T U) (V M m L L Ll O T U) Qi 0 N O T� LL N LO r G( CO r- � E c M Z M Z E O N C E a N C a ci a o � JOB NO : 23-02469 SCALE : AS NOTED SHEET NO. 3.1 t 3 m d rn u7LO a� `v r v Cn !;2 J M 0 I m rn L0 L0 L v 7 N Q rn CAD O J O� O I M Ln t2') O Q Cn O .a -72 Y� O a M G v E 0 S `v c c J / rQi LL 0 UI U N O a d 0 0 U J LZ iM 00 0 rh c a 0 a r"7 C O N rrn v 0 W Q m 0 12 4' OFFRIDGE VENT 4' OFFRIDGE VENT 12 5� �5 SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS 6'-0" 3'-10" T.O.M. HDRHGT. --- --- --- - -- - ----------------- 1'-O° - - - - - ' t EXTENDED Y r OVERHANG TO r BE CENTERED s ON DOOR 6 TEXTURED zo 00 CEMENTICIOUS FINISH ON C.M.U. C.0 "(TYP.) 35 SH (2) 35 SH F. FL. 5068 SGD REAR ELEVATION — B1 14'-0" RIDGE VENT 1" x 9" SMOOTH 12 TEXTURED FREEZE BAND T-0" RIDGE VENT 5 8"x8" SMOOTH 12 12 TEXTURES CORBELS 5� SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS T.O.M. HDR HGT. TEXTURED CEMENTICIOUS p FINISH ON C.M.U. TEXTURED 3'-0" CEMENTICIOUS c0 00 (TYP.) FINISH ON C.M.U. �p (TYP. ) F.FL. +3" SMOOTH TEXTURED BAND RIGHT ELEVATION — 61 SCALE: 1 /4"=1'-0" REV. 09.24.21 Cn ` o cli cli e0 ZE U T1 u � N I= a C7 '� 61 -v C U fS3 A c E � c M N O rso P E- 0 �r ell To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. tN W Q E N o o 8 Dp r y , CI lti G 7-°°�; N M to-,'-�a -, Lu w c� 13 Q �rNiv J LL LL o Y 0 O 0 T. O m W W 0 C) d IL U00 ') C"! N (�'J Z U G H Z O U ❑ El W M M T N O CJ O (o L n � <f � J C1_ N n M U o J � - cry � 0 N w o � v7 C� ai c u_� J E T t 1 Y ai <� ) H c `� 0 • N M J O � Z 4 � cis �� Qo E E U o CO p¢o� so �z Z d aQ �o �w UD w� z> Z o� U g W cC.C. m 5 o >i M V ZI4 2 U U >� ^ rn Q U L V CID 0 j LO T m L T U Q� 0 4- N co O O r LL N r � E c M Z Z E 0 f° m a E O U -j o ¢ p c c JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 3.2 i m rn LO L0 `v N 0 J N O I i x m -a� rn L0 v` r V) a O t0 to J rn 0 I N L0 LO IED C Q N N a E E 0 x L v J N N S U v 0 UI 0 a 0 O U N [i ro O M ai 0 0 0 a M N O as 0 W S m S v 2" *NOTE: VARIES 1'-10" 1z" CAP CAP iv iv FOAM TO BE USED 1" RADIUS Cl) 2" 1„ 00 `D ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE � 1" 2" OPENING VARIES 2" > -j rr _ 04 1/2" RADIUS 3 1/2" RADIUS 3/4" RADIUS a 1'-5a" 71f M _a BUILT W/ STUCCO. 1/2" RADIUS EDGE OF 1" 4" VARIES Aa M �• OPENING VARIES 1'-4" iv o 21" 2 VARIES 1-4" iv 12 VARIES T 1 1 1„ 1r Orr 1rr 1 1/2" RADIUS 4" 4rr 34' CIPIT 4 42, N 04 00Li 2" �j jj M-�Iv CO SIN Ch 2 1/2" RADIUS T CD CD ^� VARIES 12 32r 11" 321„ 1" 3" 1 2° 1" 1" BASE BASE N 1" 1" a D 1 r_8„ 4 --sit 1'-0" N 1 j *NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN in � REQUIRED BY 1'-6" COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" OPENING VARIES 2" —2- 2" CP 1" 1'4" 1" Nt BUILT W/ STUCCO. 2a EDGE OF OPENINGMIA • O 1-1/2" THICK 1-1/2" THICK 4" 101, M -IT 21„ 10" 6" ZV M 4" 1,r N 2,r 4r, 3,r 6„ 2- � � - -- - 32' 1-1/2" THICK 24' - - — 2'_4" I 52 1 5 52- 54,r 1, 4„ 3' N W L0 r 2 M 3,, 1" 1rr 12 --- - VARIES VARIES 2 - fn w — -- — — -_ 22rr 41 ---- -- ---- • VARIES VARIES r4" 2 _ --- Q� r r r--------- _ iv i iv a0 i _ 3. all Ft ^. �� \ 6" 4" � (V (V KEYSTONE F11 0 = rn OPTIONAL KEYSTONE F11 00 OPTIONAL 7 iD i io Q- lr 1rr RgQr„ L3" 2 �M 2 4" GARAGE DR. OPENING 4" 3 4 ' 4" WINDOW OPENING 4" 4" NOTE: • INSTALL OVER STONE, TYP. VARIES • FIN. TO HAVE TRADITIONAL Im LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH 1 s 1 1 '6a 14. 1 12 2'-1" 1'-4" 2bT •FOAM/ EPS MATERIAL IS ACCEPTED 64 5" 1'-12' 54" 3'-8" �--7" —� N 1 " 4" T-0" 4"" I I — 10_4" 101, 1' co iD 'f� N. -------. — —__--. - ---— 1rr - N CD N -- - - • 2 1„ d' GENERAL NOTES: o • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH . 7 ,=D LYo d Q_ w c U iZ � 4si = Cv C..: Co (6 N _ N 1= �7 Q f`d > C C � C O c � v r—y U F ,N L . 1. �- ; ,',• � � C� No PEi _- `; ,3 ST, C Z. To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W Qo E S N oM $ 0 n N (� 91 O m J W - (ii (2 ii Lu M a d Q Qj V LU C J 0 Y 13ZLL, JELL 3 Z = O coc O r m o O CO J Z LLW cU) 0 W o M Z H N U U OU ❑11❑ z W 7 N Oo Z m Co z � � Q E3 W cN z � o (� w 0 U0 w o Ly N in U c S U CS 0 C0 M M J y S O z z G � E uI a� CL o oz =© p lig Ij0 o o p¢ o2 �< Z � ' t w0 S wz �w O m 0 Z m� �maz w 3 <� o� �z �o a� W U:)� p 2 w m s z � O sLL w ¢ � > S a c� v oa o= �3 0 cC:) _ CC rn QCL U LZ 0) C :3 L0 LID ` Cr Y �� r o " a N M m L ' O �1 T CO QI 0 - N �O co O OT LL N LO T Q M T CD E M Z ZE c c m E c d U J Q -1 JOB NO : 23-02469 SCALE : AS NOTED SHEET NO. F 1 1 I I_ I' -1 - I. 1.1 ' ' 1 _- 1 1 1 1 1 1 11 _' I _I• l I - 1- -1 1- - L - — Will 1 11111111 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI LIL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET G.F.I. HALF -SWITCHED DUPLEX OUTLET f� SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH P4 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 LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS P.C. TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) l9 PUSH BUTTON SWITCH (OPTIONAL) PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ®2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL —�I DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN G J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN GD (1) PHONE LINE, (1) DATA PORT 150A/200A INDOOR PANEL CENTER 10 #14 to lights & outlets NEMA 1 10 #12 to appliances and GFI 150 AMP/ 200 AMP b #10 to WH #8 to Range 01 #6 to HVAC METER MAIN O s0=2/0 200=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUND SERVICE BY POWER CO. Disconnect INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. S.D 6 W1 A� l V 11j h AV )P \To PLUMBING RISER_ NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE: NTS BE VERIFIED WITH PLUMBER I OWNER'S Sy ITE c\\ 1 / ROUGH -IN FOR / / OPT. CLG. FAN/ LIGHT PRE -WIRE It lolool GFI O. BATH 19,12 I / I I I I I 1 I \ I I I FAMILY RM I G � ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE I U.C. OUTLET FOR DW U.C. OUTLET I 15-0" 4. RECEIPT. VERIFY METER FOR ALARM LOCATION WITH SYSTEM BUILDER WP H.B. r a —i GFI � �}l� IRRIGATION �- - - - - - - - -- 1 ----- VERIFY LOCATION FGFI @ 44" A.F.F. �1 W H ELECTRICAL PANEL I I I I O I II I W.I.C. I I I I I I I I I I I \ 2 CAR GARAGE I I I I I I I I I I I GFI FOR GAR. D00� I I GFI I I I GFI @ 44" I I I A.F.F. I I I \ -----------J I 11 I ► I JT1—�11y, I /� I I I 0 T. OPT. o I 1 D. IN L U GFI I I I L — — — — — — — — — — — — JJ AHU ( GFI @ 44" A.F.F. CH FOYERS I I 7nRm-P / I I I I OPT. j GFI GFI Le REF.I PA �� � CAFE ,�-----�______ _---_-_�_-_------� GFI r= —�------- GFI -- --�— \ O I I D.W. GFI / SINK w/ DISP 14 - - KITCHEN U.C. SWITCH I / — FOR DISPOSAL I TIPENDANT AS ER SPECS / c \ / � RANGE _ M DEDICATED RECEPTACLE H.B. FOR MICROWAVE RANGE HOOD PER SPECS BEDROOM 2 ROUGH -IN FOR OPT. CLG. FAN/ / LIGHT PRE -WIRED y ELECTRICAL PLAN - ELEV-Bl t CTi CV a cV � 9 W O r Lj d [� O c. -10 LL- cv c o 15 . ea a m — cJ c1 ? tZ' •� T c E � o � U M N 0 N 00 v' F' c •: ,,• ;z 1 �.. • • , ,1 •.,`.a�;`1 Imo! J `� ` "� 'JErld i i ili`is� •I�� To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. I. o E 4 C) M8'� ' N 'Co (714 CN 6 V N C co 5L0cu N M 05 1, l ' _ M a� v_ w u, a a3 rNi Q o L.t_ w a LL Z Z .0 N V �Y� W 'm c� co X O m L ( 2 r Z W b Cl)Q LLw O F N Z DO❑ W CD z < Q � a M � o � w z � N u w O g Ly N U w � I U O y O N M 0 Z M U ¢ Z ECL Z. o= >� ao E 00 �13 M0-o wa o E o ao < �Z Z o 0r s:o o� Z inN '.0 ,< o< qg W C/5 0 3 co oT w Qm a y _1, a o M v <r w zk ;o d � � 3 c O 0 Ln LO M C9 a) F— L c O :3 LO Ln J T Y a-+ Ln T U) Q O U) N � I L2 N LO M T ai 2:1 M T V / o Z N Z sn E O m E v U c c a ¢ p JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 4 I I I I I I I I I'll L 111 I "!I I In -- I I ----LI - — -- 1 L 111 111111 II I I I ---- —11-,- I I j - - - - 1L ROOF PLAN - ELEV-Bl- SCALE: 1 C CNJ OO 0 > � > w CD a. Q ci a Cl) tavcw _ m x C lL r N N N i N C O d Q N W a w c a � •eo � N a� c � � o �• U O M N O N O O L.�.. s � �'•Ylil il���` To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W E Q O M 8 N_ m U N O c: p� # # J w nines N , LL riJ N O M LJi W a Wa �rNi� � i� J ci LL rn w � z O O '= m c _ L O S Z) O O t j'� N M O m W Q E3 Z W ' (N 2 N M ILz - w U O= OU ❑�❑ 2 W M Z N th O z N z � � Q W (Z � / ) M I 1L% _O T IL � V O w gAM N CZ y t/i U � w m ' J EEo =i U N C Y O Q N � t` O W M M J m ¢ O � Z Z 4 � LL cis Zo as <R E E O 0� wz I - ra a wa 00 V o �o tt Vz 0 W <o w ww a� i C ¢ o oy m 0 o� Z m Q J m d 'aw z z ¢ OaZ O aV T � � m & oLL _ w M v z4T0 3 ,O C O 2 N Il > (D �1! �j , ' ^ vI N �1LO V J LO LO Y � (+ T T U V) o � N W m �- LO Q� O - N U- N N t IIt LO r Q M T E c rn Cr)Z w' iri cu Z � E O E 13- U J Q 0 1 J JOB NO : 23-02469 SCALE : AS NOTED SHEET NO. 5 5'- '$ 6'-0" TYP @ 1 STORY U.N.O. A S3 -1 7-1 VERIF METER LOCATION WITH BUILDER t B r � I 3" A -1 rA �-- r —!\ -T: zo VERIFY LOCATION i--- `D I 1 (2) #5 REBAR 4'-0" �)u 12'-1" W H. / �" i ELECTRICAL PANEL VERTICALS w/ in _ H. BUILDER TO PROVIDE FILLED CELL 95.87 APPLIANCE PROTECT ON ■; I :: I : WHEN REQUIRED PE • FBC 35-4" 20'-6" iv ;n ih I I S3 N S3 I 2, 74„ 4'_9" 4'-10" EDGE OF SLAB 2" - ■ I CJ GJ I BEYONDWALL I o it f-T En :.......=----- F +-�F (2) #5 REBAR.... VERTICALS w! in : — J I OPT. WI 11 OPT. D I 95.58'1 ri FILLED CELL 2'-6"x2'-6"X1-0" FTG G W/ (3) #5 E.W. S3 _ J. _.� �� L-�-� �L---- �' ,-.� 3'-5" SLOPE, 7'_1 (2) #5 REBAR i; 2'-6" x 2'-6" x V-0" AHU / In I W! (3) #5'S E.W. TYP @ 1 STORY I iv I CC FILLED CELL U.N.O. A T2-1 KS3CJ CJfO - - --25'-1 - ......... 9'-�2s .. .......'....� — — — — — — — — ■ 2'-6"x2'-6"X1'-0" FTG 3 / W/ (3) #5 E.W. I? I a"� �95.54' N L INDICATES FILLED CELL w/ 3000 PSI 3-1/2" MIN 3000 PSI CONC. SLAB FOR HERNANDO / / PROVIDE %2' x 9 %" rn - "' SLOPE I I S3 (2) #5 REBAR CONC. GROUT FROM FT. TO BEAM COUNTY ONLY / i' RECESS FOR FRT. POOR VERTICALS w/ In W! (1) #5 REBAR VERT ABOVE SLAB 3-1/2" MIN 2500 PSk(VNC"' x�¢.-..� =k TOP OF CONC./ PAVER TO BE 4'-8" I 3'-8" 4'-6" FILLED CELL I TYP @ ALL PLACES SHOWN SLAB OVER 6 N,Ni;.\ASQUEEN 95.8T a 4"BELOW FIN. FLR. ■ :::::::: ' ' :■ ... . _ _ .......� .......... . ■ HOOKED FTG. DOWELS 5" EMBED I VAPOR BAP 130 ..:::: ::::: ::::::::::: ::: ' ' ::::: ABOVE SLAB "GRADE 40 /' W/ 25" EXT. STEEL" 4'-0" 16'-10" '12'-10" o 10 STEPS AS I REQUIRED PER FIELD I / // KITCHEN ISLAND ' ' / LOW WALLS Ill 1: III OPT I; ; ................... ; ,' '.' icj: : '.'.::: ' I ' .. I CONDITIONS ■ . C / r - - _ _ - - _ - - _ - - � I. . CIJ I II REF. -I- �J CJ -+I j . ■ PROVIDE 1 Y2' RECESS i / �� - - CHASE TO ISLAND - J CHASE • I I II� TYP 1 / IF FOR SGD. REFER TO / : / f STORY U.N.O. L I I S3 MASON'S SLOPE FOR I D.W. i III �� II �� III I ' ' :. if t A N eo WIDTH LL=—_ S3 inca �r in in S95.54' co 4� 16'-0" 2, 3 6'-10" ..... / I� 95.8T I ( ■ _ CD ih HVAC CHASE BASED ON LOCATION � I f Cl) I. v ;t � L — — — — — — — — — -� �� — — — — — — — — — — — — — ..— — — — — — — — — — — — I l _—_ _—r� 14• - TYP @ 1 STORY H.B. U.N.O. A S3 3'-0" 5-4-• 1'-98" _ 3'-28" 5-0"5-0" 5'-10" 3'-10" 6'4" 6-0" 3'-10" 2'-1063T- L 5'-1164 ` 5'-0" L 64" FOUNDATION PLAN - ELEV-B1 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 z co fj co a CONTROL JOINT DETAIL SCALE: 3/4" = V-0" #5 CONTINUOUS REINF. SEE FND. FOR QUANTITY o _ ; r #5 X 25" X 25" CORNER BAR ONE FOR EA. L 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" = V-0" s ua Q = . LM J M N N N 9 tG T E M O_ 0 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a) W f• 0 E M 8 N V a m 0 2 m N LL N m 0 LL o a Q 13Z � Cc z JLL rL te z p O i m e Y p _ x O 3 O �'(4 N(D Co U Q W cc Q J z Z LLz cc 6 LO w C7 z O H N O U ❑❑❑ 2 W Z N (n U Q N Cl) 0 �-1-a v 4-1 L m O �iI U �(/ J l/1 y N in ) (6 �— v _ E y � v o a 0 • ®® N m o w z LL cer �o z� a J E D O wz Z oa njl no U O o < or a co z W z U5 3x m o 10. 0zo �z U5 ova aw O coQo w _ � aW =3 c� o wa ol o a ¢ u 3 C O L.L > `0 mil! , uJ ^ Li�1 J, w m Q T� G r L m L i � T Q U) M I CD r LL N r � � ai E c M o z m z 0 E N m E U d Q p JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 6 II I I I I _ I 1! -1--I 11111I 11 ! Itinl_�"l- I 1 f— 1 ! II - -- - 11L RSH ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <_ 25 ft JIND SPEED (ULTIMATE) 140.0 MPH JIND SPEED (ALLOWABLE) 108.4 MPH XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE [4:12]-[12:12] a=oft �\ - ' ` 1-- -- , ----� ------0 � r ,✓ r (SQ FEET) (-) VALUE DENOTES SUCTION AREA ROOF 1 2e 2n 2r 3 3e 3r HIP -35.94 -49.57 1 -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 0r ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD { I I ROOF SHEATHING: O 1 I SHINGLE: 7/6' EXP. 1 (2%6) or t%32" EXP. 1 (3�/16) I E TILE: t%32" EXP. 1 (3�6) I I r I I NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS + t3r art + ' 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN t%32', SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Yz" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=oft 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [4:12]-[12:12] @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. v+ 3 v x m rn L0 Ln v L Ln O J c� O I N S m LC) CID 0 cn C) CIO J O) O I N in (n v rn 3 IU- Q N N a E a(i E L 0 LC O U O UI y O d a 0 U J rZ N O co co N O a 0 a. N O CV M v 0 W m v (n UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" A (2) (2)META12 1875 (1)PLY 1795(2)PLY 9 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1870 1585 10 - 10d x 1 1/2" C H2.5A 565 535 10 - 8d RT7A 585 515 10 - 8d x 1 1/2" D H3 400 320 8 - 8d RT3 345 305 8 - 8d x 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1625 1400 10 - 10d x 1 1/2" F HHETA20 2120 10 -10d x 1 1/2" HTTA20 2375 11 - 10d x 1 1/2" G H10A 1040 1015 18 - 10d x 1 1/2" RT16A 1020 1160 9 - 10d x 1 1/2% 8-10d H FGTR 4725 3400 w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 112" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 wl (10) 1/4" X 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 1/2" SDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 -10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-112" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SDS SCREWS & (8) 3/8" x 5" TITEN HD (2 PLY) OR (52) 16D SINKERS FOR FRAME U MGT 3965 3330 22 -10d x (1) 5/8" ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -10d x (1) 5/8" ATR w/ 12"' EMBED w/ USP CIA-7000C EPDXY V (2) LGT2 4060-M 3770-F 3500-M 3240-F w/ (32) 16D SINKERS & (14) 1/4" x 2 1/4" TITENS (2 PLY) OR (28) 16D SINKERS FOR FRAME LUGT2 3100-M_ 4520-F 3100-M 3800-F w/ (32) 16D SINKERS & (10) 1/4" x 3" WEDGE- BOLTS (2-PLY) OR (32) 16 SINKERS FOR FRAME "X" HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" SP1 555 535 10 -10d SPT22 735 8- 10d SP2 1010 605 12-10d SPT24 1090 12 - 10d HCP2 1 590 1 555 12-10d x 1 1/2" 1 HHCP2 680 1 570 (20)10d x 1-1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ('*). INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY :ARRIER u SEE SHEET D1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-131 SCALE: %4"=V-0" 00 o d � c M C—) -o m x cLn N f0 C7 Nf N _ N � Q N � d 47 E a. CC 3 c c� T N c� c E (a o cn (..l M N O N OD O 'f'iE3i2E1'ky To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N DSvn Q o �E So _ 8 N 0 �15 L,2� N M r`w fn V d a ej (Nh LLJ LL z LL � O , o @ O o t of O j '@ N (O m J < W o a r Of m W rn °' - r- w Z 00 5 CM Z V Of O LL N F=- z o 6 ❑0❑ Z W V M N z N M O z g 3 =g3 Q $ J n M e !1 O LL 4-1 n ° U w g 0Ul U w � — E ai U °� c `n W M • 0 s cp cry a z M J - w E '.'0 o ary E O o z� I. o � O o OG z � ro ao ww M 0 Z m o Qv O Q O U aw WoLL co T � O ¢ O N r J o J= as .o O C O r / ' 0 u 0 N 0 ^Q I..L co 0 LO Y LO a-+ r U U) o N M m L L O QI O `n 04 � 04 T CO r ILO E c CV) Z Z E O `m d E U J Q Q J JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 7 Mfm ME IV, v m rn LO 0 0 0 J N I N m rn LO v (c 0 .o r� J coo N 0 I 1M LO tv v O Y� L 3 IV- Q N N G Ll E CD O v C d LZ U 0 C_>I U N 0 v 0 J ii N O 00 0 0 to CV Cn CV 0 a L., m Cn GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9• Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� . O Safe vertical load Safe horizontal load - GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 8F44 1B/1T8F40 1B/1T 8RF400B/1T 81`321B/1T III FORM dr GROUT SOLID N Q ib LLI �0 O /5 BAR CONT. 8F12-1 B/1 T O V' LINTEL DETAIL SCALE = N.T.S. Ems I � j F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J w F 16- B/ 1 T 0 6 to Z to tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT #5 REBAR AT TOP IN. (1) REQ'D d CLEAR d 0 d d M. U. d� d a a d d d d e O 0 7-5/8"ACTUAL GROUT #5 REBAR AT BOTTOM OF LINTEL CAVIT REINFORCING PROVIDED IN LINTEL (VARIES) MATERIALS c�as�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. 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) ALTERNATE POWERS STEEL LINTEL #5 REBAR AT TOP MIN. (1) REQ'D-� 1-1/2" CLEAR O (q O < ¢ C.M.U. Lu ED oO0mw acur, UOZ ¢4C7CJ �'-pw n O 3: ' #5 REBAR AT B( U) N LU ¢ 0 v AS INDICATED 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturers specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturers specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION F �F� 4'-6" LL 4'-6" LL �J 5'-10" LL LINTEL PLAN - ELEV-131 SCALE: %4'=1'-0" © CV o 00 ". -c > . �.� CD ua o r C_s CL c ro c a C - v m x Q _ >< C !1 �- Vi C4 yc- � -Co 3 U x e w c CD c ::E- a 41 - 3 CU ti cv .n N C E O Q. t..f 0 M CV O CV 00 O M X 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. U) W E N R 08 V 6 J 0 ��°° N LL (A (n r r _- LL w ' tli! �M0co LL LL 2 13 Z ev 0oe0 Y O rA��Mw< W oar 0 of m (n °' r- W I J 00 w Cl) Z U of G H LLZ a N 00 ❑❑❑ Z W 0 z � � Q a E3 U) o CZ LL r c_ U O w o Uc Y l/0 � N � U c W M _ E :I..., = Y � C) 0 Q 0 N sm C 0 Z Cl) M J �J O Z Z i co 0 sp Qd Q O z� F_ MCL o CO o oQ Z Z4 (D ¢ z a, z Vi � � C co O= mo 10 Z Z m J . m Qw miZ > a� 0,Jo Z a W m % LL �� z k az o <Q 0 C93 ;o a 1 01 O N > (fl LOLO m CL c0 o :3 LO Ln _! Y � Y +) r m m - T N M N ,- .0 U- 0) T Q M T_ E c M Z f6 Z :3 E o E U a � ¢ p � JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. 8 I I I I 111 'I III 1 IRI'11 r 19 tl 11 I i- L - - - - -- 1 - I ILI - 1 1 v _ m rn J LID 4 0 M m rn L0 L0 v J 0 I i L0 v N v+ 0 3 4 M 0 i a E E 0 0 O i t.� 0 U U i 0 a i a c 0 0 0 J as t� 0 0 M 0 0 00 N 0 N M a w m v a� 0 r� NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF SECTION R308.3.1. GLAZING SHALL BE TESTED IN ACCORDANCE WITH CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1(1). EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4.2, ITEM 2-EXCEPTIONS, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4.3. 5. GLAZING IN SECTION R308.4.3, ITEM 2-EXCEPTIONS, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 X INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL (WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1, 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 15TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-16 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-16, ASCE 5/TMS 402-16 & ACI 530.1-16, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 7TH EDITION (2020) AND FLORIDA BUILDING CODE 7TH EDITION RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2. 2. 1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE 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: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED, 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125% OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: C-I-P CONCRETE EXPOSED TO EXTERIOR: C-1-P CONCRETE NOT EXPOSED: GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-14 (STRUCTURAL CONCRETE) ACI 530-16 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2014, 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 = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO I NSTALLATI ON. 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'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BYAN 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 1'-0" of the building side wall. p Y 9 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. FBC-R R318.1.5 - C ncrete overpou and mortar along the foundation perimeter must be removed be ore exterior soli treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. TFte certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS CONSTRUCTION WINDOWS AND DOORS 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 /". 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 HEADER T S, BEAMS, ETC TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. 1 5 �4 C C%Q Cp �,.' ✓ �c Cc a := Q �t�j � O U G C�' m x cLL0- `" ro o W C4 L N w (O Q 6V Y 3 � w w Cn S Q s 3 7 C •� T c E ca o � U CM CV a N C0 0 ,t L l To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W a E S N g N 8 c04 V w �c 0 °° 4 N to tn�[-�-° u, ur ' C, a a IC co w MLLLL 0 o = 2 fa 0 oo c W L r J0 :3 C.' mLu W �T - c9iz "1 LL w N co Z U 0 H Z od 7 11 2 W zM N M o S z C z ti Q V) z a 1 l Q LL T to O g Ly N INI ^ v , (6 �- r' n U w e =1i.. dh U o Q • O smN � o Z w J co vco y ,z za z >� Qo wa F- ru, o U o o � ro oa a0 oZ az Z � C a o y o mr Z'<w J a ° �z o no W O wLL < w m F J o w wa ;a a V 0Ia 0 ti 0 Lrn L0 Q 0 co 0 G :3 L0 L0 LO T � U QI O 04 r LL N C14 NtM L0 T' Q Nt r E 2-1 M Z m Z v E i8 fO cE U C a Q p JOB NO: 23-02469 SCALE- AS NOTED SHEET NO. SN l I I I I I II 1 II ' 1' 11 THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH /— WALL SHEATHING 16GAx1-1\2" LONG (3/4"-1" CROWN) MAX- I14 1 16GAx1-1/2" LONG (3/4"-1" STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET CROWN) STAPLES @ 6" STAPLES BETWEEN STUDS AS SHOWN O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H H C G O O O 5'-0" a - STUB -OUT FOR O 1'-O" o o LO GAS METER a 0 o CV oz • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'4" (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. 16 4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING AH06K� STD. 900 HOOK BOND BEAM w CONT. #5 BAR > ��� BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM v 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 SHEATHING PER PLAN COLUMN AND _I� / CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI \� MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR - Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL DOUBLE JOIST CONSTRUCTION Backer and Filler Block Dimensions (Not required if both loaded equally from above) N.T.S. BCI®Joist Backer Block Thickness Filler Block Thickness Filler blocking i 1/8" min. )Small gap 2" min. Series i 1/8" a / gap 2" max. 4" m max. Web Stiffener Fastener Schedule + Joist arinq Location 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x — i _-__---_ ----- '' Series Depth End r / 1� BCI 5000s 9-1/2 T 2-8d 2-8d_--I 1-1/8" or two 1/2" / r 11-7/8'! 6000s 1.8/1.7 wood panels p 2 x + 5/8" or 3/4' wood panel — p —_ __-- 141, 2-8d 5-8d Clinch nails - when ✓ \ BCI 6000s®� 9-1/2" 11-7/8" 1 2-8d !" ! 2-8d 2-8d 3-8d 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel possible ✓ BCI 6500s ® 14" 2-8d ___ 5_8d_ _ _ 1-118" or two 1/2" 1) Support back of web during nailing to prevent damage to - - - -'- 16" 11-7/8 2-8d 2 8d 6-8d ; 3-8d 60 2.0 wood panels 2 x — + 5/8" or 3!4" wood panel n. 2 glob k full length Tight fit ` BCI 60s® 1_2 8d 5-8d 6-8d solwe-flangld betweenjoistsfor of span. g2x4/PI 1601 2 8d Leave 1/8" 1114 8 902.0 2 x _lumber Double 2 x _lumber 4) Place'oists90 ether andnailfromm each side with 2orows of 10dfnalse t grequired y'^ ood/OSB web stiffener 2" „ min. 4 max. BCI 90s� 5-16d 5-16d when indicated or 16" 6-16d 6-16d J 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 Ya" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER topflange ofctst. DOUBLE JOIST CONNECTION - Birdsmouthuth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16 details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES -� DO NOT cut, notch or drill flanges 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 Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Q/ Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls 10d nails require additional consideration. SECTION @ INT. BRG. WALL— N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) if 6" A 1Y2" ROUND HOLE MAY 6„ 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1 2" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2' -" " - 6i 7 - Q 1 i 1 1S =000* Any 16" joist Span (ft) 8 V-0" V-1" 1'-Z' 1 2" 1'4' T-3" V-7 V-11" 74" 2-9' 32" 3'-T' 12 V-0" T-1" V-2 1, 2" 1 3' V-9" 2'-4" 2'-11" 3-T' 4' 2,. 4-9' S-4" 16 1'-0 1'-1" 1'-2" 1' 2" 1'-T' 2'-6' 3'-2'" 3'-10" 4'-9" 5-T' 6'-4" T-2" 20 1'-0" V-1'" 1'2'" V2" 2'-0" 3'-0" 4' 9' 4'-10" 6-11" 6'-11" 7'-11" 8'-11'" 24 1'-0" 1'-1" 1' 2 i'-3" 2'-6" 3'-T' 4'-9° 6-10" T 2 8'-4" 9' 6 10'-J' NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE, HOLE CUTTING CHART N.T.S. N.T.S. Joist hanger �I SIMPSC w/(22)' NAILS 1 5/81 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 / META12 TSS INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL v Backer block (12" wide min.) -1 I I —III —III —I I — Nail with 10- V nails. —III=1 I 1=1 I 1=I 11= —III _ � Install tight to top flange. SLEEVE THRU STEM a ° a. °. SEE PLAN FOR °• Q . • a • ° ° FOUNDATION INFO a STEM FOUNDATION r—GRADE _oCn,,C eee or nnr \ 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" gaps V° VI JI -I Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height F� requirements n -0.6 X Joist p �- depth o��4 `, I -JOISTS BUCKETS N.T.S. tvt_ 111mmoC 4 rV1_ SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN SIMPSON H10A °° w/ (18)10d x 1 1/2" NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" v CENTERED @ PIPE PENETRATION I, Uj=1�1—� ° ° ° a NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A (WHEN REQUIRED) PLUMBING LINE PVC OR SCH40 SLEEVE 4 -- SEE FND. PLN. SIZE &REINF. - 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0"— CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING G LINE SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENTERED @ PIPE PENETRATION PLUMBING LINE d d ea G d I I-1 11—1 ° I —III —I I —III= a —Mill I I a ° SEE FND. PLN. SIZE & REINF. .may 00 w a y CV ti ;Z o a', crow cc y �a O rL v M N 0 N 0 .CAk`:R:i3s1„�o M V `� ;.. 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 E N N aC, C�°� N C-,C # J 0 _ °° .2 7 If7 N �Moa a "wa Z ZccC: zoo t ao o o M �� m Lu � N CO J Q vo'�O�'°' -:1!z W Z LOLL z O U ❑UU Z W � N O o m N z � � Q J N C) V) z a o f6 0 g U ! Ly N v J ~ — E 8 d z N C CoCo !® Q N O m w Cl> M w O z 5 Q U_ m z o 0 > <� Q O E oLL z® !— d o E g0 x0 a¢ UO 'U ° °< I— o wz V m� Q1 O U T6o� Nm Z F z m J a� aw 2z S 01 z° Q U 3 a � LLo� a mw W m � Jw = o a 0 c Q = >c.0 LOLO rn Q 0 L0 u , UA, `� m m Lip T Q O - N I iC0 C:) T 0 L 0 Q I M T E M Z Z E C f° E U c - Q O � JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. SN 1 l_ I I I I l III" d I''_ 1' 11' 1 111' 'I ' -! - I 1 1 I 1_',I 1'I R_Til I el --I- - - - L !.!_ 111 _I I+ v I 1 11 II!_ V 3 M L0 v cn- J N 0 I r7 i x m 19 Lin v Cr Q 0 0 0 I 19 r7 -11 Urr L v c 0 3 Q N N v a E v y LZ In 0 0 UI y U 0 i 0 O O LZ N N 00 Cl- 0 r.0 0 L.A m v cn ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 �� P') VARIES INSU 5/8" OR 1/2" HIGH—` STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL VI 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS _\ / INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'4- (R302.11) 5:�! FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. , TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & 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 N METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH °o MOISTURE BARRIER n e SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM —I 11=1 I I —I I �I m 1=1 I �I 11=1 11= 9 �- D7158-CLASS G or H, or ASTM(=' 1=1 11=1 I �I I �I D • =1 1=1 I �I I 1-1' D3161-CLASS F, IN ACCORDANCE w/ TABLEI '—� I I �I I �[I�-E! I I I &I I I I r R905.2.6.1, FLORIDA BUILDING � F;:—;; I II CODE 7TH EDITION (2020) _I1 III 8 RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT KG G ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 -ALUMINUM DRIP EDGE -ALUMINUM FASCIA -2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR -ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD *L 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 W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" ^FIBERMESH" BELOW GRADE c E, v CV r ° � 0 z o 6 MIL VAPOR BARRIER • — c2 COMP. SOIL. � ° (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. V-4" (1 STORY) ON 3" CHAIRS TYP. STD. 90 HOOK (SEE 4„ V-8" (2 STORY) U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' O.H.D. RECESS PAVERS z Cl) SEE A/S3 OR J/S6 `7-1rj 1 I I FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=1'-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO. 5/8"4" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 SPACED EVENLY w/ (10)10d NAILS r 2x P.T. PLATE TYP ASSUMED FINISHED ' ! GRADE MONO OR STEMWALL Z FOOTING MONO SHOWN FOR CLARITY 00 NOTE: G - *FOR BEARING WALL T W/ UPLIFT ONLY FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-01. S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4 2177 GRADE a W — — — F�I— • .Q _ ICI• —ICI ICI ICI I _ -(1) 45 REBAR w/ OPT. ' I —I I1=1 11=1I 1= 11= I I —I l I— I I SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 EXPANSION JOINT u "' —III—III , ill I ".�• .. I - BLOCK WALL BEYOND O.H.D. RECESS III 00 SEE A/S3 OR J/S6 J -' III I 111 i �l l l , Ili 111 E FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 STORY) 11-8" (2 STORY) GARAGE DOOR SLAB RECESS J 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 TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD 5/8- x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR A.F.F. @ 24" O.C.) 211' ELEV. 4-3 1/2" z �31/2" MIN. I A.F.F. p N00 o 1 —I111I ° -TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH ---� BLOCKING @ 12" O.C. w! (2)12d TOE NAILS s „ „ „ (U.N.O.) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) CONNECTIONS. S.P.F. DOUBLE TOP PLATE /-2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ (12)10d NAILS 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ NOT EXCEEDING 1U-011(R302.11) 2""x3/16" PLATE WASHER (TYP.) (ALT: 1/2"xl2" TITEN HD @ 24" INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR / @ 24" O.C.) IMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT X�WWF x 6 W1.4 x W1.4 INCLUDE THE WALL OR FIBERMESH ATTACHMENTS 2" �31/2" MIN. 1/2"(min.)-4" ♦ I _ 00 P e (m1n. —1 IY (2) #5 CONT. 4„ I T jj � Ui— 8„ U.N.O. MIN. TYPICAL BEARING WALL (cry STEP (@ SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) NSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 I WWF OR FIBERMESH 1/2"(min.)- 4" —I (2) #5 CONT. 4" nT m8„ U.N.O. TYPICAL BEARING WALL @ STEP CC SCALE:3/4"=1'-0" S3 GOr,, PELT GV osE 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS No M0o s INSULATION PER FBC AND ENERGY �/ coy' 2x BLOCKING HORIZONTALLY@ FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'4" (R302.11) INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR 10'4" (R302.11) ADDITIONAL INFORMATION LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. 5/8„o x 10„ „ J„ BOLT @ 24„ O/C W/ 2,'a X 3l16' 3RD LAYER 1/8"THICK. K.O. BLOCK 10d NAILS PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT @24 MIN. 2500 PSI CONCRETE SLAB W/ " SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR 3500#, MIN. TENSION 2600#) FIBERMESH BAR Q BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 c; WEEP SCREED INSTALLED o END OF 2" x PLATE WWF OR FIBERMESH M E '? EPER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR W _ GRADE 40 MIN. F - 40ksi a ° r ° ' ° D z #3 & #4 LAP SPLICE GRADE 60 MIN. Fy- 60ksi] — — —1 I m —� 4 cn FINISH GRADE °� 25" MIN. LAP 1,30"MIN. LAP [ Y a D r LLI 6 MIL VAPOR BARRIER e ° I — — I °O R 1 7/8" ° #5 REINFORCING BAR _ .1 _ T #5 LAP SPLICE �� ♦ T�I (2) #5 CONT. o ° — 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS COMP. SOIL. (COMPACTED TO — V-4" 8" 95% MODIFIED PROCTOR ASTM 1=1T— 1-I10" 8" D1557) 4 1-4 4" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALAN INTERIOR ° 4 _ -31 /2„ N 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 O E N T�7 Cl) 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" —2X STUDS @ 24" O.C. U.N.O. GARAGE �'-1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. —INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E 6x6W1.4xW1.4 ' WWF OR FIBERMESH r, -A ' a S3 REBAR DETAILS F WALL w/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" 13 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 —IF I AT 24" O.C. MAX. CONNECTION INFO `� ° FOR SEE PLAN TOP LA BEAM & LAYOUT DESIGN M SEE ROOF PLAN c — — — —° J A ° Q ° (2) HTS20 FOR STRUCTURAL " '� BEAM SIZE & r Tu. a a rr i I CONNECTION INFO M 8 2x4 P.T. PLATE O.S.B. COLUMN LOCATION r 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 ��``� MIN 7/16" O.S.B. SHEATHING fi 8" z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL J SEE PLAN FOR STRUCTURAL SLAB INFORMATION. w COLUMN SIZE AND BASE 25 w CONNECTION INFO. SLAB STEP & RECESS S.G.D. r�m SCALE:3/4"=1'-0" S3 SECURE 2 4 P T BTM PLATE SEE DETAIL 16/D1 FOR x w/ 1/4"x3" TAPCONS COLUMN TO PORCH SILL AT 8" O.C. MASONRY WALL AND ATTACHMENTS & 18/D1 PAD FOOTING FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD _ z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `= ' w 0 SIZE VARIES PER PLAN a > w/ MIN. (2) #5 VERTICALS 0 z GRADE > _j FILLED SOLID (SEE PLAN FOR w SIZE AND REINFORCEMENT) LU c7 o w z= LU LU w BRICK PAVERS or SLAB PER p o `f' • • • • - z_ „ /—COMMUNITY SPECS ILL `' a 0-0 FIN. FLR.� IMP ��o��o��� �. 000�:�•o�� 0 0 •- -A NX4101 FOOTING v BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 C'n / - CI cr.r �, o 00 a 0 a CL �LZ x � H� �Q .N -o N Q N —m°+ 3 61 m drz�e, a C2 Cr 3 „ :u N 4 •a e CL_ v M 0 CV 0 e��• SoA To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W H o E uvi N N O CID O J � .10 N N7 tl) Q a Mo- o:si J lL D_ U) z 13 —ern o s, � Z _ z m a � o � jf6Nt0 coDJ Q W o�nz d m °'°' Z LLW Jew 11� N , Z U 0 Z OU ❑❑❑ W (D M T N O z � � z � � Q J U) N M V) c� o [V W N V OliJ CD- (n Lv N Ln c W J `- - E B I I = w 3 s o w M O � G g —1 U_ r E z ❑ >0 CL 0 X V o0 V o M o< a= �Z z d � wo rr� CID C <o a � m° o � C oi� zo<w z z ma o� zz Qo �anw a< W M a� v I< a 03 2 C:) LL (.1/0 V) QLO L vJ co :3 r LO r Y U a+ T rn V / m m Y C/) QI O - N o o Lco N T Q cM r � hi E L c ch 0 z z E O E 4 a n U _j Q p JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. S3 (MONO) r (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA.)—� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EXTERIOR FACE OF BLOCK EVENLY WALL IS 1 1/2" MAXIM M VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 112" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE U INTERIOR EXTENSION FROM EXTERIOR HEADER FLUSH TO OUTSIDE OPTION WALL 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 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 717 STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) \—ROOF TRUSS PLIFT CONNECTOR (SEE SCHEDULE) OISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. CE OF BLOCK WALL IS 2 1/4" Ct TO DRAIN EXTERIOR WALL CLEAN -OUT rA WALL SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 1ST COURSE 2ND COURSE 3RD COURSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COURSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN, TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT rD "J4 SCALE: N.T.S. S4' KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK Wl (1) #5 FOR CONCRETE PLACEMENT 8" STD. 90°HOOK 8" LINTEL BEAM Wl (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 ILL NOTES: 0 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. (D 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 SCRAP MATERIAL BLOCK WALL ABOVE. MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J J Q r W T 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGE FLOOR r TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. a a a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 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 —0t VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. 2x6P. J-BOLT TRACK BRACKET FOP a iARAGE OOR vvvn i nn�.r� 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"xl0" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER: (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. OD 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 Q 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 RUSS BOTTOM CHORD OR 2x4 1/2" EXTERIOR GRADE SHEATHING CRICKET AS LOCKING W/ 2-16d TOE NAILS FBEACHEND FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) cWj 0/C FIELD � ? a 2x TOP PLATE V2-16d 2X4 PT STUDS @ 16" O.C. NAILS @ 24" O.C. OR (2) 2X4 PT STUDS UNDER HIP EQUAL TO TRUSS BOTTOM CARRIER/GIRDER TRUSS all = _ = CHORD OR BLOCKING SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB 2x STUD @ 24" (24" O.C. MAX) w/ MIN. 4" EMBEDMENT O.C. MAX. IN KO BLOCK AT EA. STUD MAIN SPAN PROVIDE P.A.F. NAILS OR 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) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90° HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 500 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 4&,, SPLICE STAGGERED N. 16/ . �I r 10d @ 8" 0/C ATTACH ALL J EXTERIOR STUDS W/ (4) 16d TOENAILS TO TOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC OVER STUD AT LEAST 4'-0" LONG. TYPICAL TOP PLATE SPLICE DETAIL K, M SCALE: N.T.S. F= 2240 LBS SIMPSON n G P.T. ATE ollVll oVIV or4 3P2 ollvlrouiv Z i3E_ 10c ST co J-I M. TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSON SP4 2X8 P.T. BOTTOM P ATE SIMPSON SIMPSON SP4 SP2 ..r NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON RECESS S 4PSON SP4 LINTEL TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) > (4565# SPF) i (5645# SPF) (6970# SPF) IS (9335# SPF) N. 8" 'OXIED A.T.R. I&NUT OXIED A.T.R. I&NUT DXIED A.T.R. I & NUT P4 ROOF TRUSS ABOVE 2X TOP PLATE OVERLAPPING ZX BLOCKING NAI LS @ 6" NGGERED 3OLTS @ 24" O.C. �X 2X P.T. PLATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) SIMPSON 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 10d NAILS @ 6" O.C. / STAGGERED A STAGGERED 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR 1 REV. 06.24.22 SCALE: N.T.S. .,T_x, /J u Q 42 Cm N C N •� lT. os c E o M 0 CV CID M O �` 1, � � \• t". �_ J, .'w ✓✓✓� it '1 • . . s + �. `,•`.,,•-- 1S To the best of the Engineer s knowledge, informal on and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flor da 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. IL d E S N Q O M 8o m N M o ° a .4Ju_LL nW 4 z z � o o r 'a 0c, o �y o z 00 C7 z U 0 H N z o Z ao❑ IN V M � z N M 0 Zco 13 z iz I Q a N V) z � o " 4-JT(z i— w .2 V O w o N N • un —, W J o '— — 8 J o • CCn N �Nm .4 o w M h o z � W R EEo V �< oa (6 F--- C roN ¢ g o ooLLa z �wzt �°�a m,Z °C" oZC w¢�w 11 1z z Q � m OW h— ov a z D �O Q4 �O COoQ a a c 0 0 = a > (� LO LO ME Q CC 0 j LO T Y U +-+ � M_ W m L1 / T � QI O - c) 04 12 N -0 C14 It LO r Q It CO T E Ih o z ca z N E O ca C a m v _j Q 0 JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. S4 I ! I I I L_" __ I L_ L I I 1 1 1 I!A I I 3 m rn L0 Lo 41 v c� 0 C O N 0 I N s m L0 rn to J N O t N LO L0 0 c� 0 49 Q N O i 0 a E 1.2 0 N d tom. 0 U 0 a c 0 V J N N 00 0 a 0 a PM 8 O CN w ID m v N 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. AX 2x4 SYP BLK'G @ 16" O.C. w/ NAILS EA. END. 16dING 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND - FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - FRAM) S MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING FASTENERS. (MIN. FIRST 4 BAYS) MAX. 9" FIRST AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w! UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS IF >9"SEE 10/S5 BACKNAIL w/ (2)16d NAILS MAX. 9 UNSUPPORTED, BACKNAIL w/ (2)16d NAILS MAX. 9" SCHEDULE FOR SHEATHING DETAIL (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 1O/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, • • SCHEDULE FOR SHEATHING DETAIL NAILING SCHEDULE FOR SHEATHING IF >9" SEE 1 O/S5 45°± DETAIL 45° ± SEE STRUCTURAL NOTES AND NAILING Tx4" CROSS BRACE SCHEDULE FOR APPROX. 8" FROM 2x4 CRO BRACE SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT APPROX. 8" FROM RIDGE FASTENED AT ' "L" @ 8'-0" 0/C. EXTEND AT LEAST 90% OF DOUBLE TOP PLATE 2x4 CROSS BRACE APPROX. 8" EACH JOINT w/ (3) l Od & 10d TOE NAILS @ BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT (2) EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) FROM RIDGE FASTENED AT EA. END "L" BRACE TO EXTEND & (2)10d TOE NAILS @ LENGTH (SEE TABLE) RIDGE FASTENED AT EACH JOINT w/ (3) 1Od & (2)1Od (NOT REQ'D WHEN / AT LEAST 90% OF WEB EA. END @ 48" O.C. 2x8 P.T. GABLE TRUSS EACH JOINT w/ 3 10d & () SIMPSON H2.5A w/ (10) 8d TOE NAILS @ EA. END GABLE IS 4'-1" OR LENGTH (SEE TABLE) SILL „ 1/2 CDX PLYWOOD OR (2)10d TOE NAILS @ EA. •• FROM LEDGER TO BLOCKING 2x FRAME WALL SEE WALL ( SHORTER) �� GABLE TRUSS ' ' 7/16" OSB SHEATHING END � SECTION FOR SIZE & SPACING ) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR ATTACHED W/ 10d GYPSUM WALL BOARD GABLE TRUSS �� �� 1/2 CDX PLYWOOD OR 7/16 @ 48" O/C FOR THE (2)16d 7/16" OSB SHEATHING NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM CORD ATTACHED W/ TOENAILS OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. END TYP. TOP & �� @ 6" O.C. EDGES AND 12" t 1 OdX3" @ 3" O/C (2)16d w/ 10d NAILS @ 6" O.C. AND 12" O.C. FIELD O.C. FIELD Esp 1-1 17 THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD L SLOPE OF ADJACENT SCISSOR TRUSS) EDGES AND 12" O.C. FIELD (2)16d NAILS BOTTOM ATTACHED W/ (2)16d TOENAILS \ 2x4 T' ON TOP OF PANEL INTO 2"x6" P.T. PLATE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3 @ 4 0/C SPACED WEEP SCREED 2"xT P.T. SILL � " � @ n 1/2 x 8 'J BOLT 48 O.C. NOTCH "L" BRACE HERE THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL DQ 10dx3" @ 4" 0/C @ 48" O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING FASTEN WITH SIMPSON HGA10KT w/ 4) 1/4"xl 1/2" SDS SCREWS TO ( MOISTURE BARRIER SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 1Odx3" @ 4" 0/C TRUSS & (4)1/4"x3" SIDS SCREWS TO PLATES AT 24" O.C. 1/2"x 8" "J" BOLT 32" 0 C MINIMUM 6" FROM @ /MIN 4 EMBEDMENT IN KO BLOCK SIMPSON SP2 w/ (12)10d 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL/ 6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER O.C. M w - MOISTURE BARRIER ­2x4 LEDGER ( DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE J SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS SLOPE OF ADJACENT TRUSS) OM CHORD FASTENED WITH (3) NOTE: IF EMBEDDED 1Odxl 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STUD WALL (SEE TYP. SEC.) GABLE WEB 16d PER SIDE STRAP MISSED VERTICAL SECTION 1 TRUSS VERTICAL WEB (24" SECTION 2 SECTION 3 SECTION 4 WEB, USE MSTAM36w/(7) O.C. MAX) w/ MIN. SCISSOR GABLE ��T�� BRACE 7 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK S5 SCALE: N.T.SSCALE: N.T.S. SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. TITEN ON OUTSIDE . Srj REV. 06.08.22 S5 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, ON SHEET S5 FOR N IF >9" SEE 10/S5 r CO SEE STRUCTURAL X-BRACING, AND TOP N NOTES AND NAILING CHORD BLOCKING INFORMATION `� SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ Ill. 1/ ' (2)16d NAILS WOOD TRUSSES �' 00;o 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING 1 1 2" 1 1 2" ` RIDGE FASTENED AT "L" BRACE TO EXTEND AT 24" O.C. ON TOP OF EACH JOINT w/ (3) AT LEAST 90% OF WEB -- '- BOTT. CHORD FOR 4 TRUSS SPANS 10d & (2)10d TOE NAILS @ EA. END LENGTH (SEE TABLE) GABLE TRUSS • ATTACHED W/ 2 -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED SIMPSON HGAM10KTA OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE (2) 16d NAILS W/ 1 Od NAILS @ 6" O.C. 2x4 BLOCKING @ 24" D = 0,148', L = 3") OR EQUAL (D = 0.207 , L = 41/2 OR EQUAL ( - ) (D = 0.207", L = 41/2") OR EQUAL FIRST (4) ROWS OF E ES AND 12" O.C. FIELD w/ O/C w/ (2)16d TRUSSES FROM EA. (4)1/4"x1 1/2" SIDS TOENAILS @ EA. END NOTES: END TYP. TOP & JACK TRUSS SCREWS 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED SEE PLAN FOR TO BLOCKING & (4) MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS CONNECTION 1/4"x2 3/4" TITEN TO CMU ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4 "T" ON TOP OF PANEL - - ' BLOCKING, FASTEN WITH 2X4 BLOCKING W/' EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TUNDO SECTION 15.3 FOR ADDITIONAL INFORMATION 1Odx3" @ 4" O/C (2)12d TOENAILS NON -LOAD BEARII9G LOCATION B.OU C., SAMEILS. (ONE INTO EACH OUTSIDE FACE NUMBER OF ROWS, SAME SPACING) OF D SECTION SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 9 ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. S5 S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) (2)16d PER JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL 12 6.9 1 MAX. SCALE: N.T.S. TOENAIL i (2) 16d NA 12" SH SCHEDULE ,TTACHMENT t SYP BLK'G @ 16" O.C. I x 0.131" AILS EA. SIDE . 2x4 #2 SYP w/ 1 Od XO. 131 " @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. SrJ 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 GABLE END BRACING DETAIL CONT, BEARING 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 rM SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAMIOKTA w/ (4) 1/4"x1 1/2" SIDS SCREWS TO BLOCKING & (4) 1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) • z w \-BRACING w/ (3)1 Od x 3" AT i EACH CONN. @ 24" O/C -MOISTURE BARRIER -BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-O" 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. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xt 1/2" SDS__ ^ GABLE VEND 1. VBRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. Uj a_ 2 9L Y CORNER JACK Q � W z O U HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. I�I�1 0 00 0 cc 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 W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION 1 t t 0 N ClIki 00 KE; a a+ a. Q� v m ,G N 6 cc y O y T= N - B $zti 3 as z ;' d L a) C ECD Cj. s M M 0 N co _o M ,.. ;:. L • �;, �: p�i79:dS1i;'t• To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flor da Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W F' O E S N N Lo N N � 0 2 1$ J J LO_Z to w w N Q eiMv W a o Id a cLLu- Z _a o .m c0 V Q '2 Lo N � Q J W 0 d m rn ZW ILz �G u) N Z Q 0w M S 0 ;^ N V H OU ❑❑❑ Z W Z N z o Z C) Q IN r M � � o a V O w g V'^) L N U w J 2 8 s �. � o o IIs o w M M J z O Z Z Q o =o >� Q o V os wz z© as F— D <� `jo o U O E ¢4 O<z Q Z � wo 5� CIO ru ac a o�oLL w mo Z m C o Qw zno �1 -z - w =o 0 1 o M V' ola ;o d UU § �C.0 LO O , u^^,, rn 1 Q M 0 cc 0 G :3 LO La l T}'� 0 IW V / Y � '^ VJ <C 0 N o I co o T LL (V LO T Q co � T" m M o Z z E N cc m v c 9 a U _3 Q p JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. S5 1 [ I 11__ 'III ' 1, 11 1 1 1 1 I i 11 Iu I I I' I 111.91, 1 IT _iHi 11 1x4 112" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 1/2" DRYWALL DOOR JAMB (REFER P.T. TO PRODUCT TO PRODUCT TO PRODUCT APPROVAL FOR CONN. r APPROVAL FOR CONN. r APPROVAL FOR CONN. 1 X 4 ❑ L FURRING _ 3 1/4 LONG X 3/16 ❑ L FURR . 3/16"0 X 3" LONG L FURRING TAPCONS (2) ROWS 3/16" x 3-1/2" TAPCON. INTO STAGGERED @ 16° TAPCON @ 16" O.C. & 4" 2X8 BLOCK@ SPACING „ 1 DETAIL 1x8 P.T. O.C. 2-ROWS INTO FROM EACH END w/MIN. 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH �� 1-1 /2 DETAIL 1x8 w/ (2) ROWS 8d NALS 3" DETAIL 1x4 P.T. & 1x8 P.T. STAGGERED @ 12 O.C. 3/16" x 3 -1/2" 1x4 P.T. DOOR JAMB (REFER TAPCON @ 16" TO PRODUCT O.C. & 4" FROM DOOR JAMB (REFER APPROVAL FOR CONN. 1x4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN TO PRODUCT TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16" APPROVAL FOR CONN. (2) ROWS 3/16" x 3-1/2" ❑ x 3-1/2" TAPCON @ 16" O.C. & 4" FROM EACH 1x4 ❑ TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. FURRING 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ 2x P.T. AS Pr, MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1/4" DETAIL STAGGERED @ 12" O.c. 3-1/4" DETAIL BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON ( 1 1/4" MIN. EMBEDMENT INTO BLK.) 1/4" MAX 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. BLOCK HEADER ARCH BLKG. & BUCK 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL (4)10d NAILS INTO 1 BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY CELL IN THIS AREA BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. INSTALL WDW. SCREW ANCHOR ffl:::12 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH ARCH DETAIL J SCALE: N.T.S. SS BLOCK HEADER 1 X 4 FURRING 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BT VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" 2 x 8 VERT. BRACE(S) BUILT UP PLWD. BUCK - — SCRIBE (NOTCH) BACKSIDE TO FIT ARCH CONNECT W/ 8d NAILS INSTALL WDW, SCREW--' ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS SECTION A -A 8" ,1/4" x 3 1/4" TAPCONS --LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED --`2 x 8 45 DIAGONAL BRACE AT EA. FACE OF ARCH W/ (3)10d NAILS - \_AT EA, END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE START OF ARC 4' MAX. RAD. 2 x 8 BUCK - CONNECT TO BLOCK SECTION WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B-B �--1/4" MAX EMBEDMENT INTO K.) 2'-0" 8" SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. END LEAVE A CUT OUT IN O.S.B. ON T INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED 7/16" OSB ARCH PANEL 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL THRU OSB INTO 2 x 8 B-B ARCH DETAIL rK SCALE: N.T.S. SS PROVIDE 2x PROVIDE (2) MIN. CONT. W/ (3) TAPCON AT EA. SIDE 12d NAILS BUCK - (1) WITHIN 4" MIN. OF START OF ARCH START OF ARC PROPER INSTALLATION MAX. 8" #5 REB) (TYP,) STD. 90' FILL SOLID HOOK (1 BOTH CELLS NOTCH WEB AT +5A FIRST 2 COURSI "" ;APACI I Y = 805 IT FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4)1/4"xl 1/2" SDS SCREWS & (5) 1/4" x 2 1/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 4'%" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ MIN. 4" EMBEDMENT AT 16" O.C. 12 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. ROOF SHEATHING ATTACHED PER NAILING SCHEDULE (5) 12d NAILS SIMPSON 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS JACK TRUSS PROVIDED BY--/ TRUSS COMPANY OR 2x4 #2 SYP @ 24" O.C. 4'-0' MAX SEE PLAN 2X4 SYP 12 CONT (MATCH TRUSS DEPTH NOTE: SHED ROOF ENDS TO BE GABLE ONLY, CORNERS SHALL NOT BE FRAMED AS HIP. DESIGNED ONLY FOR THE INSTALLATION OF SHINGLE AND METAL ROOF FINISH IF TRUSSES USED) W/ (2) #6 X 4'/i' WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (2)1/4" X 31/2" TAPCONS AT 16" O.C. SECTION @ ENTRY L SCALE: 3/4" = V-0" SS FILLED CELL PER FOUNDATION PLAN UNACCEPTABLE INSTALLTION DO NOT DO THIS #5 REBAR (TYP,) ' tR ` i � I ` � STD. 90° HOOK (TYP.) YP.) 4%; THE :S ' FILLED CELL INSTALLATION SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW SCALE: N.T.S 2x SUB FASCIA ALUM DRIP EDGE BRIG WALL TYPE ALUM FASCIA PER PLAN I 1-3/4" TRIM PAINTED F CHANNEL, SS NAIL w/ 5/16" HEAD FASTENED PER = iDIA.@24"O.C. NOTE 2 BELOW CONT VENTED OR SOLID SOFFIT CONT 2x4 NAILED TO 2x BLOCKING NAILED TO TOP BLOCKING w/ 2-12d NAILS (**) CHORD EVERY OTHER TRUSS w/ 3-12d NAILS, TYP. (**) / 11. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN i - SUB FASCIA w/ 16 GA. 3/4"x1/4" CROWN STAPLE @ EACH GROOVE - STRUCTURAL SOFFIT SFO 1 SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS REV. 09.23.2021 > V-4", INSTALL MID SPAN BLOCKING PER THE SOFFIT FL PA INSTALLATION CRITERIA *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* i 2 X 4 #2 SYP SCAB TO SIDE OF 2 TRUSS AS SHOWN FOR O.H. UP TO 2'-6" x 0VFl�jyQ� * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEPROVIDE 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) #5 CONT. TOP & MID OCCURS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING WITH MIN. 3" COVER 6'-0" SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL , ° o REINFORCING AS FOLLOWS: SEALANT 1—�I I — Tl * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. , e * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ P ��� o ' * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. ° VAr-0u= —I F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE o, FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP p . e='Trr-� G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE:N. C° V p REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. g v TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (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) 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. REV. 07.28.21 SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. + + + TRUSS 2X4 SYP EACH TRUSS CONNECTOR SEE LINTEL—/ SCHED. (2) 10d NAILS @ 8" O.C. TO TRUSS TOP CHORD PLYWOOD SHEATHING BLOCKING AS / + REQUIRED TO + SUPPORT SOFFIT CENTER SOFFIT - PRECAST LINTEL SEE ELEVATION FOR OVER HANG (MAX. 4'-0") SECTION @ ROOF EXTENSION rM SCALE: 3/4" = V-0" SS CGF CI-IGFT m AAIn SIMPSON HTT4 w/ (18) 10d x 1 1/2" NAILS TO STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6" EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: I - r z 0 Q 0 w 0 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL 1Old @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAMIOKTA 12" 0 C FIRST COURSE @ ' w/ (4) 1/41 112" SDS SCREWS ` INTO BAND JOIST & (4) 1/4"x2 3/4" TITEN INTO K.O. BLOCK H RETROFIT FOR MISSING EMBEDDED STRAP SS -- SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO FILL 1st 4 COURSES SOLID W/GROUT 'e b FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ° OVERHAN a '+ RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 1 1-011 51-011 SCALE: N.T.S. INISH FLO A #5 BAR p'L Le ° . .• CENTERED W/ o .:' *► H IN TOP o ° , a KNOCKOUT / N ° CHAIR BLOCK MONO FOOTING ' SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL A DIRT z A. ° STANDARD o i w HOOK N #5 BAR IN FILLED CELL16- - STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. EXISTING BOND BEAM. DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY CAP TO PREVENT LEAKAGE TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") #5x6' EMBEDDED INTO EXISTING BOND BEAM FILL CELL FULL HEIGHT W/ NON SHRINK GROUT. #5x6' EMBEDDED INTO EXISTING FOOTING DRILL 3/4"x5" MIN. HOLE SET BAR IN EPDXY IJ EXISTING FOOTING RETROFIT FILLED CELL DETAIL /n1 yL..CI ILI /11_161r1 �4 SAW CUT A SECTION 1 SCALE: N.T.S. SCALE: N.T.S. Iv Call { 1 .o o � o v fly„ � N Co x y N .i- Q � N >Z e � U e8 � a a i, U a P M N O N O M 0 7 5 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W 8 S N om P V c O 7�� N � LL LL a c T he 0 o Z =@v o� Y�9 x o '@ N (p m J Q W J Z 00 Z� 0 W Z N M Z O ILD L) F=- O d OO❑ t W z N z � � <C J d N z N o �N ru G a m u N c �N w � — E 1 C _ d Q Y N rn z< M M w ¢ Z Z LL o za O >M ¢ N E U oLL u'z Za oa E CLaaoQ XU U O �U z (0a= o �Z wz co -O r <o Q OU m o° Z z J �m zN go W � o< wLL aw m `t oLL 3 J o M Jw= >° O- � Z Q U O = > Cfl LO LO`i rn Q 0 CL co 0 J =3 LO T � � Y m N/� m u , T' C a O `� l N LL N p 04 1 LO Q r E M o z E Occ a U _j ¢ 0 JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. SS 3 m LO L0 v 0 0 J to N O I Pr) m rn L0 L v V) 0 J 0 I i rn 7 Cr y� L 3 a CV O CL 0 v c J N 0 U 0 UI / 0 a 0 •U J 1z M O 0 ao M 0 a W'7 0 M 0 a m 0 vvr c- I UU �w "i- l r i I Av v v w CROSS BRACING DETAIL (TYP.) SCALE: NTS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. N TRUSS USSES (2) 12D NAILS --y AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: NTS HIP G.T (2) 2x8 #2 SYP w O.S.B. FLITCH Pl TOP @ TRUSS B 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 EXTERIOR 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.0 BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ENTRY FRONT WALL SCALE: NTS TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS CONY. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 SIMPSON LSTA18 MAY BE NAILED EACH DIRECTION TYP. U.N.O. VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS SEE PLAN (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN SIMPSON HUC410 w/ (14) BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO #2 SPF 48" O.C. W/ (4) CENTERED AT 16d INTO HEADER & (6) FOR CANT. 2x8 BLOCKING NAILED @ 10d TOP & BOTTOM SPLIT TO TIE 10dINSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS EACH SIDE w/ 3 12d NAILS BEAMS TOGETHER ROOF INTO BEAM -SEE COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES () OR SIMPSON H2.5A w/ ROOF PLAN FOR MORE OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD WHEN REQUIRED w/ (2) (10) 8d NAILS INFO SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & HTS20 w/ (24) 10d x 1 1/2" N SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION 1 1/2" NAILS EACH SEE FLOOR PLAN FOR OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN 2x4 #2 SYP NAILER. NAIL ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER COLLAR TIE FOR COLUMN SIZE INDICATED ON BM. TO STUDS w/ (3) 16d AT A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. EVERY 3rd & ADDITIONAL INFO. SCHEDULE/PLAN EACH STUD -TOENAIL ROOF AND EXTERIOR 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS RAFTER 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING REQ'D ONLY WHEN COLUMN SIZE & BASE EACH TRUSS TO NAILER SHEATHING ATTACHED SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" �C �C INDICATED ON BM. CONNECTION INFO w/ (3) 10d PER NAILING SCHEDULE O.C. MAXIMUM. 2x4 SPF 2 (2) #7 x 3-1/2" OPTION A SCHEDULE/PLAN OPTION B OPTION C. SEE 2ND FLOOR WALL SECTION 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d WOOD SCREW EACH NAILS AT EACH TRUSS INTERSECTION. CB TRUSS OR SIMPSON COMMON B M . TO POST ATTACHMENTKA FOR ADDITIONAL INFORMATION 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS H2.5A w/ (10) 8d NAILS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB AT 48" O.C. SEE ROOF PLAN SCALE: 3/4"=1'-0" ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg B FOR BEAM SIZE & BM. SPLICE OVER IF 2x DOUBLE LEDGER, 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS CONNECTION INFO. CENTER OF POST ATTACH FIRST PLY DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS (OPTIONAL) A A w/ (4) 16d NAILS TO EA. 2X4 BLOCKING SEE PLAN FOR END OF TRUSS THEN 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP TOP OF AM ATTACH SECOND PLY MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. w/ (3) ROWS OF 16d DIRECTION TYP. A o 0 0 0 0 0 0 o NAILS AT 24" O.C. • DIAGONAL 2x8 #2 SPF RIDGE BEAM o 0 0 0 0 0 0 0 0 • AT 8SIMPSON LUS26 w/ (8) 10d NAILS WOOD MAX TRUSS 2x6 #2 SYP RAFTERS FOR SPANS 4FT SIMPSON MTS18 w/ (14) OR IF 2 PLY TRUSS SIMPSON '�'� TO 8FT 2X4 RAFTERS FOR SPANS LESS 10d NAILS TYP. U.N.O. SEE PLAN FOR SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d CANTILEVER IF MTS18 w/ (14) LEDGER AND J/S6 FOR MORE INFO. COMMON TOENAILS TO TIE BEAM SEE FLOOR PLAN FOR INDICATED 10d NAILS VERIFY WITH PLAN FOR COLUMN SIZE & TYP. U.N.O. 1/2"2X1 4 SYP COST. LEDGER w/ (3) LOCATION AND DIRECTION ADDITIONAL INFO. 1/2" X 4 1/2" LAG SCREWS ATTACH 2X4 CONT. AT CONC. MASONRY LAG SCREWS INTO END OF EACH PARALLEL SEE /D FOR T & B CHORD STEEL OR WOOD (WOOD COLUMN SHOWN) BLOCKING INFO) FLOOR TRUSS, 24 O.C. MAX. (AT BEARING SUPPORT MIDDLE EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) A -A ALTERNATE BLOCKING CORNER SEE FOUNDATION SECTION AT LOW ROOF g DETAIL @ INTERIOR BEARING 3 PLAN FOR MORE INFO SCALE: NTS 5" v-, L WOOD TRUSS SCALE: NTS COMMON B M . ATTACHMENT g '4 PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: NTS SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE: NTS gik VARIES - — ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR 2x STUDS SIMPSON 16" O.C. T7 , r mar L� ATTACHED PER ��-�— ADDITIONAL w/ ILSAT SP1 SIMPSON P ON NAILING SCHEDULE 4 OUTLOOKER 8d NAILS AT VALLEY TRUSS NAILS AT BASE & SIMPSON 2x4 #2 SPF BRACING @ 4" O.C. INFO. SP2 w/ 12 10d NAILS AT TOP EXTERIOR SHEATHING INFO. 2x BLOCKING BETWEEN STUDS 16" O.C. W/ (4) 12d �/L_ _14A COMMON TRUSSES. ATTACHED PER TO TRUSS W/ (2) 12d TOENAILS TOENAILS TO TOP —✓L —t� SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON )i NAILING SCHEDULE PLATE & (2) 12d END MIN. (2) 2x4'FOR CONNECTION SP1 w/ (10) 10d NAILS ti <D\' EACH END ( BETWEEN TRUSSES STRUCTURAL SHEATHING NAILS TO TRUSS ATTACHED PER NAILING SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABLE (2) 12d NAILS TO EACH VERTICAL SCHEDULE BOTTOM CHORD PLATE MORE INFO. STUD) TRUSSLOW ROOF/WALLSHEATHING ATTVARIES SEE PLAN PER NAILING SC2x BASE PLATE W/ (2) 12d 2x4 BASE PLATE W/ NAILS 16" O.C. ALONG W/ ROOFSW//PE AFOR WALL LOCATION 1/2" PLYWOOD @' SIMPSON LSTA30 w/ SIMPSON MTS12 w/ (14) 10d x (22) 10d NAILS OR (2) 16d NAILS TO A,1 1 f 1 1/2" NAILS TO BLOCKING WOOD WALL ....... "' " SIMPSON MTS12 w/ EACH COMMON f BELOW @ 16" O.C. TRUSS/ FRAMING r MIN. 2x4 #2 SPF STUDS @ (14) 10d x 1 1/2" NAILS 1 OR TRUSS. 2X4 CONT. W/ (2) �� - - TYP TOP &BOTTOM SEE PLAN 16d COMMONS A 16" O.C. W/ EXTERIOR TO FLOOR GIRDER NAILS EACH ` SHEATHING ATTACHED BELOW @ 16" O.C. STUD TYP. T&B PER NAILING SCHEDULE & • MASONRY WALL BELOW: SIMPSON (3) 12d TOENAILS TO HETA16 w/ (9) 10d x 1 1/2" NAILS @ PLYWOOD TRUSS OR SEE PLAN FOR PLATE BELOW X FLOORING MASONRY WALL 4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. - - - >< MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. �° SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) SHEAR TRANSFER INFO. °� SECTION @FLOOR FOR CONNECTION CONNECTIONS TO G.T. 16d NAILS AT EACH END EXTERIOR. WALL SECTION ENTRY g CONNECTION 22 SECTION AT HIP GABLE 12 SECTION @ BUMP OUT 39 SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS DETAILS & SECTIONS e111 C� 00 7` Cz V CL C C y = 'Z ra I- M CV O N 00 O C3 0 <: '�p:fli:Ztit'� 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 Q E W N O O N rb N Z ci J y IA � C' Q rNi JLL� a c� Z 0 o � y--4 o :3 (D m J Q w rz m 0 T rn ¢ z W Z LL Ln +) Z U G H N 6(-) ❑❑❑ Z W M N O _ � O � N W m LL T cr, � �O�/� IIv^ !! W s [v N v ' ) e _ r 8 `i ML Joy 0 ti ¢ Z LL rdo ao a o, co CD &< O d W N w� �l �J z z C Q 0 m ' Jw V N O >(p LO M m Q^, U :3 LO LO J LO r/�'� U m W LID VJ Q O �' N c) I LI 04 CNJ LID ItM r � T � E c M Z to Z E O r° d E U J 'v cc Q 0 c J JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. D1 - lit 3 v x m d rn L0 o- cn O J co N O I m rn L0 N S 0 u0 0 J N C7 I i V) n Q Y� L 3 a N 0 0 a E N 0 x 0 i 0 U v U 0 a 00 J Li C1 04 M 0 00 0 CV 0 0 0 W Q m 0 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME --- WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCK TO OUTSIDE EDGE OF MASONRY WINDOW BUCK 2) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODE 6) TOOLED SEALANT REQUIREMENTS BEAD BRIDGING 7,) CLADDING AND WINDOW FRAME SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06_05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure) resistive barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape 7 DO NO- BOTTO FLANGE FOLD UP WEATHER RESISTIVE BARRIER & TEMPORARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN - , OVER RIM JOIST AND UP WALL BY 6 IN. SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING HALF ROUND WINDOW WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING ED FLASHING I (SEE DETAIL WP07) WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL 4SHING SELF -ADHERED FLASHING F 1 0 2 SEAL TOPS OF JOISTS 8 UNDER DECKING (SEE DETAIL WP07) A I SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK WINDOW UNIT FLASHING REQUIREMENTS �- DOOR ROUGH OPENING SLOPE 0.3 in: 12.0 in R703.1 General. Exterior walls shall provide the building with a weather -resistant exterior wall envelope. The exterior wall envelope shall - 3/4"-1" BEAD OF CONSTR. (0.6 cm : 30.5 cm) include flashing as described in Section R703.4. ADHESIVE TO BE APPLIED UNDER SELF -ADHERED FLASHING THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents the accumulation of NAIL BRAND OR EQUAL WEATHER EXTERIOR water within the wall assembly b providing a water-resistant barrier behind the exterior cladding as required b Section R703.2 and a means PROOF CAULKING CEMT. FIN. y y p g g q y SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches. Where joints occur, felt shall be lapped not less than 6 inches. Other approved materials shall be installed in accordance with the water -resistive barrier manufacturer's installation instructions. The RIM JOIST No. 15 asphalt felt or other approved water -resistive barrier material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. 1 R703.7.3 Water -resistive barriers Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade 2 O D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. SELF -ADHERED FLASHING 1 CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER 1 Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT INSTALL SELF -ADHERED NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE FLASHING JAMB & HEAD THROUGH SELF -ADHERED R703.4 Flashing. Approved metal flashing, vinyl flashing, self -adhered membranes and mechanically attached flexible flashing shall be FLASHING, SEE FLASHING SELF -ADHERED FLASHING applied shingle -fashion or in accordance with the manufacturer's instructions. Metal flashing shall be corrosion resistant. Fluid -applied FLANGED WINDOW pp g g pp (SEE DETAIL WP01) membranes used as flashing shall be applied in accordance with the manufacturer's instructions. All flashing shall be applied in a manner to SCORED prevent the entry of water into the wall cavity or penetration of water to the building structural framing components. RELEASE PAPER Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with SELF -ADHERED FLASHING, ` �� (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and RELEASE PAPER TO EXPOSE EXTEND A MINIMUM 6" ADHESIVE AS SHOWN) contraction, ASTMC1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as 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 THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings > 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details 1 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 2 7 subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. ML INSIDE CORNER LIM 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. 4.4.Continuously above all projecting wood trim. 5.5.Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6.6.At wall and roof intersections. Water Resistant Barrier 7.7.At built-in clutters. JAMB, SILL AND HEAD DETAIL Lath APPROVED SHEATHING SELF -ADHERED FLASHING Sheathing APPROVED HOUSEWRAP PATCH STRUCTALATH TWIN TRACK 2.5 Stucco 3/4" CEMENT PLASTER a ° 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE DOUBLE 3 O a ° a ° "V' SEALANT SOCKET WITH JOIST TOOLED APPROVED SEALANT SINGLE WOOD BEAM J JOIST BELOW 1 SELF -ADHERED FLASHING Foundation Wall ti ° xi 1 SELF -ADHERED FLASHING 2 a a ° a ° 3" MIN " SELF -ADHERED SELF -ADHERED 4 FLASHING FLASHING Q 5 SCS 06_02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING , SELF -ADHERED FLASHING �' • • FOUNDATION WEEP SCREED EXTRUDED SHOULDER DECK JOIST OUTSIDE CORNER SELF -ADHERED FLASHING 2x FRAMEWALL \, ISTRIP DFSAF LEGEND PRODUCTS DETAILS TILE FINISH � / SELF ADHERED FLASHING (SAF) � DRAINAGE PLANE WRB DRAINAGE PLANE (DP) WEATHER RESISTANT �\ Q ULI BARRIER (WRB) WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK U) > \ % BOND BREAK WEATHER RESISTANT BARRIER - BOND BREAK WRB SELF FURRING (SF) LATH PER THE FBC RESIDENTIAL 7TH EDITION (2020) ¢ PLASTER ACCESSORY Jz SF LATH SHEATHING,'OSB', PLYWOOD, DENSGLASS S\�t�SSy V-4" PER PLAN Detail Instructions Refer to the number marked as �# in each detail that corresponds to the J. 10 1'-0" PER PLAN \ I WRAP DP WRB ONTO �;' �� SUR ACETO TOP of numbered items in the list of instructions below: FLANGE AS AN AIR BARRIER SLOPE \ ' 1. Install self -adhered flashing in order as shown by numbers 8" CMU -- - \ 3-1/2" INCH FLANGE 2. Install flashing and weather resistive barrier to form water shedding laps 4" OR 8" CMU - 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH) ° - z z�'' - \:��✓' �' STRUCTURAL FRAMING 4. Split the release paper using the ripcord (Split release on demand FILL WITH GROUT 8 a I� embedded in the adhesive layer) - for ease of installation and to rle Iry ` S STRUCTURAL SHEATHING minimize scoring cuts a d ° 0- d LU THIS GAP IS A RESULT OF PLASTER STOP NATURAL SHRINKAGE. STRIP OF SAF 5. Remove all release d paper a standard installation instructions an p p p ° 1- U)er U� DO NOT SEAL. CONTINUOUS BACKER DRAINAGE PLANE WRB adhere to substrate using a square piece of flashing material (6" x 6" U ROD & SEALANT DRIP SCREED PLASTIC Minimum) ° SLOPED MUD BED LLI LU = Cr ACCESSORY BOND BREAK WRB 6. Fold as shown by arrows a ° ¢ W SF LATH 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner VINYL SHOWER PAN ° A I< 8. Mechanically fasten as necessary I 0PE ills _ ° PLASTER STOP 4 A CONTINUOUS BACKER ROD 4 4 & SEALANT G A CEMENTITIOUS FINISH SHOWER SEAT SOFFIT/CANTILEVER Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing _Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all C''7 C11i r CO a d o � 0 W U C O C f� CJ N � � A o 3=' N N S_-- Cu o 3 �L CD N C4 CV O CV 00 O C7 No F.L_, _ • C T �✓ - lJ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W Q E g N 8 (� O N CV O' m G J U) 0?10 f% U) 0 m0a LL d Q w o W Z t9 MLLLL 0 o z tCv 0o C/ y M O 7�N (D m Q LU ¢Gw W z IL 0005 0 0 3 O Z N M Z H z OU ❑Q❑ W �o z pip N z � � Q 11 �, ti M N z M 4-1 W E w g ,v �v' J U) U '- - E t 8 _ice U J ¢ ZZM � LL @� z c �Z<h Zo a E z� 0 o� �o o � ao ❑ az Z �ro a G om� x o0 Z m J a ° Q= Z OE 10 QU > Ui C) w� _ W aLL � J= a� IJ V o� 03 °O = E2 rr, > CD LOLO m (� O :3 LO J LO � T Y r U) N m M IUD T 4- W QI p 4- N o (a r LL N T C7 T E c � M Z f0 Z � E O N M _ E ' 'a Il U Q O 1 _J JOB NO: 23-02469 SCALE : AS NOTED SHEET NO. W P HURR/CANE Mounting Brackets +,1T1 Gautgwl It 4-112'x4-1;2*x2-12' ' M Tr Back Cross Support (May h� cut to W)See Anclyof Schedule Right Bracket (16 Giuge) Bolts 1?2" Pia. A325 G.Yaly 11 ITyp.) 0 a # 14 Self-€7ril ling 77 ScrM s a�'JfsrJ e A/C Urns Bottom Edge e Hurricane Strap (TyphrA 3 in front) UVashers "'��, Front Cross Support SeWLocking Nuts (May be Lift to W) Left Bracket (16 Gauge) 014 Self Drlling Stfevi Thru Bifat is K Back Cross Sl:pport Inttl A/C Unit Bottorff Side (Typical: 3 each side for hurricane Lase) u nxr1141run mat e t1 a ItLal r�1c 1. lisln�ru run Fl" rer3 Raised SecaDrawing avA.ilalrtc upon rrsquesa i in will Apply) Florida [)apartment of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel at 762A21 cone _. - ,.. _. _.. _ - lntltY or. Awl PLS4 ease Perldna DO" Version Manufaoturer contact lnolnea&Lkattsa Va11Qg{ee By y gQ submitted FBC Approval Approygg statue Affirmation 2020 Smart Vent Products, Inc Mdhael Gains. Hermes F Norero P.E. Locke Bw-den P.E. 12H62020 1211e2D20 12282020 Approved y: CategorStructural Components (677) 441-83U PE-73778 (3341300-1800 "Category: Products Introduced as a Result of Info@snledwentcoin Now Technology Campllame Method Evaluation Report hood a Florida Registered Arcli era Licensed Flora Prdesslona Engineer Ft188224" Roduels Quality Assurance AolrrovedforUse Anal for Use largest D.Sim Sap a P(p((uA MaW. Nunbv or tLma Product DncHollan Contract ExoVrtian DUe in HVHZ Dutsid, HVHZ Pastures 1 SmartVem Model #'I540510 Dual Function Flood and Ventilation Vent 12/31R023 Yes Yes N/A .1W 100 2 SmadVanl Marie:#1540811 Dual F.hdo, Flood and Vanaation Vent 1WM02S Yon Yes NIA f/00d 100 3 SnartVenl Modal#1540-520 Insulated Flood Vent 1713112023 Yes Yes NIA +10DF1DO 4 SimiModel 11140*111 in ulatetl Flood Vend 12/312023 Yes Yes NIA floSA100 5 snarl., Mods, 915A0524 76&qud;Gerege Ooar Floob Vent 1Z31f1023 Yes Yes NIA NIA 6 SmeHVeM Modal#1540570 Wood Wall In sulated Flood Vent 12/312023 Yes Yes NIA f100F100 - Snartvent Motel #1540-574 14.5&qua'. Garage Door Flood Vast 1231R023 Yes Yes N!A NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall Pagel at In4/2a21 p3911 dalty or 292 M Duo Pending 2" Tim Yernim Menuhdura Contact EtlolnsaaLicwlae validated By )(aigidad Slb Mtt19 FBC Atmewal Amro.tla Status R-m on 202C Drexel Metals. lino. Jason Shumate Zachary R, Priest Laole Bq der P.E. 011,10/2020 08/091202D 0829RO20 10/132020 Apm-d Category: Roofing (502)303-1111 PE-?4021 (3341300-1800 subcategory: Metal Roeang ishumetatghzexmat.com Crmplarme Munod Evaluation Repot from a Florida R.00..d Ar.hit ct ore Licansed Florida Pransionai Engineer FL#11671.RE Products GuaMVAastaance Alloroved for Use Approved for Use Impact C"If82 gea # ProtluM ModN. Nurllber or Name Product Dersedotlon Caarad P.1uNnr&lon Date In HYXZ ourslde NWIZ aeslsta6 Pressure 1 Drexel Metal Roofing System, OMC 10ONS; OMC 15086: DMC 175S; DMC 200S, 121312025 Ye. No NIA 10Flaa DMC 5V Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail F.W2a4 - t Data Oita Pending ,Dide TV- version Manufachurrier Oaptal Erranhoa &Llcons, Validated ore Vlaldalad submitted FBC Anaavu A-Inad MA- R-i.lon 2020 Therma-Tru corporation Steve Jo ostrsoln Lyndon F. Sdhnldt. P.E. Ryan J. IC)ng, P.E. 04/752021 1231/2020 04r,?a021 D&4)82021 Approval Category' Exterior boots s000 843-7628 PE-43409 e13)787-6555 3ubCalegory: Swinging ExtMor Oow Assemblies 9)aspci son@thermatiu C Compliance Method: Evaluation Report tom a om Fluids Reglste2tl Ardhdect a a Lloemsetl Florid. Professional Engineer FLAINW62*6 Product, 1221 Rpducl Moral. Nmrba or Na, Quaint Aswr , Aemrovad for Use Air Produm t Deccrrolran Cant ad Eml uion Oue in HVHZ outshb ,-d for Last HVHZ Yn-t a"- Rgefgdg� Prey g 1 e. Therma-Try Fiber-Ga991c end.^smooth-Sler NcmTal 68#39:86quot lmpad8quor Opaque 12812026 No Yea Yes WA Composite Edge Fherglass Single Dos Ilnswing/outswMg: X contlguraliWO 2 b.Th.-n-Tru Fiber -Classic and S-MIn-Sler Nominal 6&039;8&qud; ImpadSquaL Opaque iml2026 No Yas Yes NIA Cnnposte Edge Fiberglass Single Dow with SideDe(s) (Im"Ing/Outswing: XO. OX or OXO ''. ron0ouraties) 3 c.Therma-Tru Fber-Classic and Smooth -Star Naninal6&#39:69qudimpad8qu0t:Oparnre 12/3l(M20 No Yes Yes WA 4 d Themha-Tru Fibs Classic and Smmth-Sur 5 e. Therma Tru Fiber-Clesslc and SmoothStar 6 f Therms-Tru Rbe,aamle and Smooal-Star C. Them a-Tru Flba-Classic and Smooth -Scar a In. Therms-Tru Flba-Classic and Smooth -Star 9 i. Themta-Tru Fiber -Classic and Smooth -Star 10 1 Themes-Tru Fiber-Clessic and 3modb-S.r 11 k. Tharma-Tru Rber-Classle and Smooll"tar 12 I. Theme-Tru Fiber-Claanie and Smooth -Star 13 m. 7h m Tru Fiber -Classic and Smooth-Sar 14 n. The-Tru FGar-CWssic and SmooN-Sur 15 o. Therma-Tru Flber-Classic and Smooth -Star 16 p. Therma-Tru Fiber -Classic and Sono th-Sur 17 q Therna-Tru Fiber -Classic and Smooth -Star Compost. Edge Fiberglass Double Door a it h or ±Without 6iddtn tnswAngl Oulswkhg XX or OXXO Canflgnf6adlS) Nominal 8S#39c8qud:mped&Woi Opaque Composite Edge Fiberglass Single Door (h-'ngr0ut..fig; X c riguranen) Nominal A&#39;0 equd;mpao&Wot. opaWe Composite Edge Fiherglz„ Single Door with Sidellws) XO, OX or OXO onfirgtraiollst Nominal 8943Ii0 &qud-Impel&qud; Opaque Corp oalte Edge Fibsrgiess Double Dowwith or wth out Sddaes (,Insn..ingrOutsr4ng: XX or OXXO configarrstion.i Nominal8&#39:8 &grol:lmpa1Ii Glazed Cdnposne Edge Fibega,s Snag DaW (hsaingl0ums hg; X nemigundron) Nodnal 6&#39:8&Wdlnpsd&Wd; Glazed Conpoate Edge Fiberglass Single DOw won SldellN(s) IlrhaMng/Odswing: XO, OX or OXO comngur,,I- l N.m., 68#%:6 &W or;lmpad&quo: Glazed Composite Edge Fibeghss Double Dow with w with wt Sidelke, dn-mWO is ing: XX or OXXO coi Ions) 11-tral a&#39 Oacpd:hmPed&quw Glazed Composhe Edge Fiberglass Single Door (Ina+#1ng70U(a#1ng; X conlguradon) Nwdnd a&#39:0 &qud:kapect&rlud' Glazed CGnposR, Edge Fiberglass Single Dom vith Snalle(sl i,lmsin9/Odswlrg; XO, OX or OXO corifigurtniwhs) Nominal 88#39;0 &CMd;urpaclbqud: Glazed Composite Edge Flbergless Double Demuth or without Side:tes Mswing(0utswtng; XX or OXXO conflguratlonl) Nominal (IM39 8 &qud;"d&qud: Glazed Mooed Open Composts Edge Flborglass Single Door (hhawmgro t wing: X configuration) NommN 6&#39 8 &quot;empaN&qud; Glazed Mottled Open Compote Edge Fibaglae, Singe Door with Glazed Molded Open Sidelllaiai (Inswing/Outswing; XO, OX or OXO crnlgumtlons) HerN'nal 6&#39;8 &qud:",I&qud: Glazed Moiled Open Compost. Edge Fibi glass Double Door aAlh or -Athol Gazed Molded Open Skbnes (msx ingfOutsving; XX or OXXO eon6gu1a1tlars) Nomnal 69*39:88quc1:Impad&Wet Opaque Composite Edge Rbaglava Single Door with Molded Open Seraltels) Onsnln910ut w:ng: XO, OX or OXO eonfountiomI Nominal 6&#39:8&Wd:lmpad&qud: Opaque CanpoeGe Edge Fiberglass Double Dow with a wlh Wt Glazed Melded On. Sidaltes (In wing/Outsvin): XX a=0 configurations) IMIM026 No Yes Yes WA IMIZ!026 No Yes Yea WA 1213112026 No Year Yes WA I21d12026 No Yn Yes NIA I2/312026 Flo Yes Y. WA 12/312026 NO Ye. Yea WA 17ni2026 No Yas Yes WA 12l3112026 NO Yes Yes WA 1M12026 No Yes Yes N/A 121312a26 No Yes Yes NIA 12"Jinue No Yes Yea NIA 12312026 No Yes Yes WA 12mi2026 No Yas Yea N/A 12312026 No Yes Yes WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail P.pe/ aI IWM Code - '- - - Elahv or - R" Data Date Peron 2a LLM V-I n Manufacturer Comad "moos, V"ah"Go av Ygltl7M/.g rS bmi fetlt FBC A-s! Adeq rad Revision 2a2o POT Mdlslrbs Jens Rosc,. si M l aml-Dam BCCO - CER Muni -Dario BCCO - VAL 11/10/2020 1026120M 11242020 Apgry Car.gay: Exterior Doors (941) 486-0100 (786) 315-2500 BuhCal.gary: Slldmg Elder. Door Assembles rd4tXY4hl�pgtIndU4ma.a Cmmpliano. Mafhad: Celtilcdron Mark or Listing an PL#2.91-R33 Products Quaint Assurance Aowovadfw Use Poororiid for Use kC ,21,ylgD Bap# product Mod,L Numbers Name Prodiml DinurlWion Cndraet F.Phrelon Dad. In HVHZ Oulslda HVHZ Msm.r# Preeuara 9 eGD-557a (Large M,sle In1pad1 vnyi Shang Glass Doer 04/142021 Yes Yea Yes WA March 6, 2023 PRODUCT APPROVAL SPECIFICATION SHEET(2023) e 9 - o ide the information and approval numbers on the building components listed below if As required by Florida Statute 553.842 and Florida Administrative Cod B 72, please provide a pp g � they will be utilized on the construction project for which you are applying for a Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures Exp. Date 1. EXTERIOR DOORS A. SWINGING Therm aTru Fiber -Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf 12/31/2026 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20468 +67.0/-67.0 psf 12/31/2026 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL20470 +80r0/-80.0 psf 12131/2026 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/40.0 psf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7/-38.7 psf 4114/2026 Pella Corporation FL2646 C. SECTIONAL Wayne -Dalton Series 8000/8100/8200 #1105 (8X7) FL8248.3 +31.0/-35.0 psf 12/31/2023 Wayne -Dalton Series 800018100/8200 #1123 (16X7) FL8248.10 +30.0/-33.5 psf 12/31/2023 Wayne -Dalton Series 800018100/8200 #1124 (16X7) FL8248.11 +34.4/-38.3 psf 12131/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607r707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 12/31/2025 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +60.0/-60.0 psf 10/812023 PGT Series 5500 FL23rill 9.2 N/A 7130/2025 Pella Corporation Series 10/20 FL11206 +35.0/-35.0 psf 6/17/2027 Pella Corporation Pella 10 Series FL16603 +60.0/-60.0 psf 6/2212023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0/-55.0 psf 2/16/2024 Pella Corporation Series 10/20 FL11161 +30, 0/-30.0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 N/A 5/25/2031 C. FIXED MI Windows and Doors Series 185 FL15349.1 +60.0/1 psf 4/3/2023 PGT Series 5520 FL243.5 N/A 4/30/2025 Pella Corporation Series 10/20 FL6694 +50.0/-50.0 psf 7/1512024 Pella Corporation 10 Series Flange Fixed FL16280 N/A 5/25/2031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2024 PGT Series 5500 FL261 r 1 N/A 5/2612026 E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A 12/31/2023 B. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0/-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 +54.21-54.2 psf 7/3012023 C. OTHER 4. ROOFING PRODUCTS A. AS P HA LT S HI NGLE S GAF 3 Tab, Dimensional FL10124,1 N/A 12/16/2025 B. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underiayment FL12328 N/A 6/2912023 Plyglass USA, Inc. (for Tile Roof) POLYSTICK TU MAX FL5259 N/A 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp, Off' Ridge Vents FL16918.1 - FL16918.4 N/A 9/9/2026 Florida Metal Products, Inc Vent RV 10 FL21580.3 NIA 12/31/2024 Lomanco, Inc DA4 Exahust Vent FL17202.1 +97.5/-97.5 psf 12/10/2025 E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2025 Boral Tile Saxony 900 FL7849.16 - FL7849.20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NS, DMC 150SS, DMC 175S, DMC 200S, DMC 5V FL17679,1 +01-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NIA 12/31/2023 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 NIA 12/31/2023 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ ANCHORS USP Structural Conn. see chart Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2024 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 12/31/2024 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 10/31/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630.15 NIA 9/11/2023 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 NIA 5/2512024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) APPLICANT SIGNATURE Florida Department of Business& Professional Regulation Pagel of Building Codes and Standards 11252022 Product Approval Application Detail Code Entity or gggt Date Date Perot no , im Yersfon Manufacturer Cantu Engineer &License Validated By Validated 9ubm Med EBC Approval Approved statuS Revision 2020 Therms-Tru Corporation Steve Jesiawson Lyndon F. Schmidt, P,E Ryan J. King. P.E. 07123/2020 07M212020 07f29f2020 1011312020 Approved Category: Exterior Dopes 1800) 643-7628 PE-43409 (813) 767-6555 Subcategory: Swinging Exteror Door Assemblies s)aspersw@thermatru.cw Compliance Method: Evaluation Report from a m Florida Registered Architect or a Licensed Florida Professional Efglneer FL1f20470-R3 Preducta Quality Assurance Anprovedfer Use Aoprovedfor Use Impact Design Sec # Pfod uct Model. Numtler or Name Product Desert Won Contract Expiration DataIn HVHZ Outside HVHZ Resistant Pressure 1 a. Therms-Tru Fbor-Classic and Smooth -Star Nominal 8&#a988quot:lmpact8quot Opaque 12r3112022 Yes Yes Yes WA Composite Edge Fiberglass Single Door (Inswng/Outsvnng; X configuration) 2 b. Therma-Tru Fiber -Classic and Smooth -Star Nominal8&#39,8 &quot;lmpact&quot; Opaque 1213112022 Yes Yes Yes WA Composite Edge Fiberglass Single Door with Sldelde(s) (lrewinglOutwir g' XO, OX or OXO connguratlans) 3 c Therma-Tru Fbar-Classic and Smooth -Star Nominal 88439;8 &quotlmparx&quot, Opaque 12/312022 Yes Yes Yes WA Composite Edge Fiberglass Double Door with or without Skielaes (Insw imgJOutwnng; XX or OXXO configurations) 4 d. Therma•TN Rber•Ctassic and Smooth -Star Nominal 8&#39;0 aqucslmpact&quot, Opaque 12f312022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door MswArlgfOutswing; X configuration) 5 a.Therms-Tru Fiber -Classic end Snwoth-Star Nominal8&0397,0&qu t%Impad&qucA Opaque 12/31=22 Yes Yes Yes NIA Composite Edge Fiberglass Single Door with SidelWs) (lnswinglOutsw.ing; XO, OX or OXO cortig urations) 6 f Therm.-Tru Fiber-CI..sic. nd Smooth -Star Nominal 8a139;D&gwt;Impact&quotOpa a que 12f312022 Yes Yes Yes NfA Composite Edge Flberglaw Dabble Door with or without Sideliters (Inewingrout-rig; XX or OXXO configurations) 7 g. Therma-Tru Rber.Classic and SmootiStar Nomtnsl6&#39;8 &quotlmpec1&qu0t; Glazed 12/3112022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door (Insw ing'Outswing; X configuration) 8 h. Therma-Tru Fiber -Classic and Smooth -Star Nominal8&#3" &quo0mpaet&quM Glazed 1 MI12022 Yes Yes Yes WA Composite Edge Fiberglass Single Door with Sidelde(s) (InswinglOutewing; XO, OX or OXO configurations) 9 i Therms-Tru Fiber -Classic and Smooth-Sar Nominal 09039:8 8quctlmpact&quota Glazed 12131r2022 Yes Yes Yes NIA Composure Edge Fiberglass Double Door with or without Sirlellies (Ire wng/Outewing, XX a OXXO configuration.) 10 I. Therms-Tru Fiber -Classic and Smooth -Star Nominal 8&#39;0 &quotJmpactil,e l; Glazed 12/312022 Yes Yes Yes WA Composite Edge Fiberglass Single Door 11nwAng/Out.Wn9; X configuration) 11 lLTharma-Tru Fmet-Zlossic and Smooth -Star Nominal8&#39; 08quot, Impact&qua Glazed 17J312022 Yes Yes. Yes WA Composite Edge Fiberglass Single Door with Sidelde(s) QnsvmglOutswng'. XO, OX or OXO configurations) 12 1. Therma-Tru Filar-Clasa)c and Smooth -Star Nominal8&#39;0 &qugblmpad&quota Glazed IM112022 Yes Yes Yes WA Composhe Edge Fiberglass Double Door with or without Sicielites (Iraning/Outasw g; XX or OXXO ccinfigutatlohs) 13 rn Thera-Tru Fiber -Classic and Smooth -Star Nominal 6&#39;8 aquoLimpzct&quot; Opaque 17J312022 Ye. Yes Yes WA CompoWe Edge Fiberglass Single Door with &quotNon-Impact8,quot; Sidelite(s) (Inswing)Ou wing; XO, OX or OXO configurations) 14 n. Therma-Tru Flber-Clossic and Smooth -Shur Nominal 6&039,8 &quotimpect&quot Opaque 12/312022 Yes Yes Yes NfA Composite Edge Fiberglass Double Door with &quol;Ncn-Impact&quW: Sloelres(InswinglOutswirg; OXXO configuration) 15 o, Therms-Tru Fiber -Class. and SmoolhStar Nominal 8&#390 &quatlmpad&quot Opaque IW12022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door with &quen;Nae-Impact8quot; Sid.Ir*.) (I nswfrglOut.wmg; XO, OX or OXO configurations) 18 p. Therma-Tru Fiber -Classic and Smooth -Star Nominal8&#39;0 &quotlmpact&quot; Opaque 121312022 Yes Yes Yes WA Composite Edge Fiberglass Double Door with &quotNorelmpact&quot Sidelites(Inswng/Outswing; OXXO configuration) 17 q. Therma-Tru Fibor-Classic and Saco tar Nomin.1 B&#39;88quot;Non-Im;zs l&quot Opaque 12I3112022 Yes Yes No WA Composite Edge Fiberglass Single Door (Inswingl0ut ruing; X configuration) 18 r.Therms-Tru Fbar-Classic and Smooth -Scar Nominal 8&#39;88quo0on-ImpacAquok Opaque 12/3112022 Yes Yes No WA Composite Edge Fiberglass Single Door with 9ideltele) (ImnMnVOutsMng, XO, OX w OXO comiguratione) 19 s.Thermo-Tru Filler -Classic and Smooth -Star Nominal 6&139;89quot;Nw-Impart&gwt; Opaque 121312022 Yes Yes No NIA COmpostta Edge Fiberglass Doubts Dow with or without S:tldlters (Inswing/Oubp Ang; XX or OXXO configurations) 20 t. Thera-Tru Fiber -Classic and Smooth -Star Nominal8&#39:0 BgwtNon-impact duet Opaque 12)311'2022 Yes Yes No NIA Composite Edge Fiberglass Single Door (InsvdnglOulswirg; X camguration) 21 u. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39:0 8quot;Non-Impaa*um; Opaque 12/312022 Yes Yes No WA Composite Edge Fiberglass Single Door with Sidelile(s) (ImwingiOutswting: XO, OX or OXO conf:nurationsl 22 v. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39;0&quot;Nor. Imp-Mcluoi; Opaque 12/3112022 Yes Yes No NIA Composite Edge Fiberglass Double Door with or without Sidelites Ortawing/Ourtswing: X(w OXXC configurations) 2$ w Thermma-Tru Fiber -Classic and Srrwoth-Star Nominal 8&#39;8 &quotNorrlimpact&quot Glazed 12/31/2022 Yes Yes No NIA Composite Edge Fiberglass Single Door (Inswing/Outswcg; X configuration) 24 x. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#3$8 &qum:Nwrlrnpact&quot Glazed 121312022 Yes Yes No WA Composite Edge Fiberglass Single Door with Sldelhe(s) Qnswng/Out wiri XO, OXor OXO configurations) 25 y. Therma-Tru Flber-Classic and Smooth -Star Nominal 69939;81kquomNon.Impad&quota Glazed 121312022 Yes Yes No N/A Composite Edge Fiberglas Double Door Math or without Sidelites (Inswing/Outweml XX w 01 configurations) 26 ZThemne-Tru Fiber-Classloand Smooth -Star Nominal 8&R39;0&quot;NW.Impact&qu6te Glazed 12131=22 Yes Yes No NIA Composite Edge Fiberglass Single Door (I-wrig/Outswi g; X configuration) 27 za.Therma-Tru Frew -Classic and Smooth -Star Nominal 8&p39:08quotNon-Impaci8quok Glazed 12/3112022 Yes Yes No NIA Composite Edge Fiberglass Single Door with Dow Sldelte(s) (InswarglQutsAirg; XO, OXO configurations) 28 zb. Themta-Tru Fiber-Cessm and Smooth -Star Nominal 8&439:0 &quotNen-Impad8quot; Glazed 12r3172022 Yes Yes No NIA Componste Edge Fiberglass Double Door with or without Sidelrbas (IrrswingfOutswing; X(or OXXO confguratons) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 2 15=21 cod. entity or cal. Data Date PKId DS2 lygg Vaned Mamrroluror C'ma1. EndmiLicans, variable y1lgRgg submitted pp FSCAraval r 8.4 stands Revbbn 2020 MI W ildows and Deals Brent Sltlnq f Luis Roberto Lomas Steven M lk:rtt, PE 1010OM20 10/062020 1011a2C20 12/15/2020 Approved Casel Exterior Doors (717)365-3300 PE-62614 (?17)317.8454 "Category: Shang Exlerbr DOa Asserr lies bsrhmganQmiwd com Compliance Mefll Eval uaton Report tom a Flora Registered Architect ar s Licensed Florida Prof.nlond Engines F1115332A8 Products drain Assurance Aoaowdfirrill Arwrov.diwlke ct 0.910 $m 8 ProeuU Mom!. Num4rborNanw n Product rlotlo Prot Despoil CaNract Exo6atloDue In HVHZ Outside Hv1Z Resistant Preis ,_re 1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGO OXO 121312024 No Yea No WA 145-314&qud;x604quot: NON -REINFORCED 2 SERIES 420ALUMINUM SGO SERIES 420 ALUMINUM SGD OX. XO.XX 12/312024 No Y. No N/A 96&qud X80&qu me NON -REINFORCED 3 SERIES 420ALUMINLJM SGO REINFORCED SERIES 420 ALUMINUM SGO REINFORCED OXO 12312024 No Y. No NJA 145.3/4&qudx96&qud: 4 SERIES 420ALUMINUM SOD REINFORCED SERIES 420 ALUMINUMSGD REINFORCED OX. 1MI2024 No Yes No NIA XO, XX96&qu01:x96&qud: 5 SERIES 420 ALUMINUM SGO REINFORCED SERIES 420 ALUMINUM SGD REINFORCED XXX 12/312024 No Yes No WA 1438qumi,966qud, Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detall Paget a2 1f912021 .... Q111 - _ 219 20 D t. P.nana - raze 1)(8L Version Manufacturer Cents" Shallow ucenaa YaINWedW Validated Srlmlted FBC Anumad Moroved S18 LSi R"sm 2020 Wayne-Dalon, a&AMM of Ovemead Door Dwayne Krrnish John Seat- Jaffrey P. AMC—. P.E. 1CV122020 0929/2020 10232020 121IU2020 Approved Corporation (33D)763-8121 PE-51737 (904)821-5200 Category: Exterior Doors dkomishMwayne-daltol.c SubCat4gary. Sectional EMtaior Door Assarllles om Cornell-Matimi Evaluating Report rem a Florida Registered Architect or a Licensed Florida FL#624I--QjQ Prolesslonal Engineer Prwfuda # 3w Product Model. Number a Name Quality Assurinc�e Product De"I'lotlal comraG lzolrulon Due Adulterer! fair Use Aooray.e g7�(z OWSIm far Us. HVHZ missed Resistant Pressure, 3 80MAIDOM200#1105 9&#39;Mo. width. 14039: Max height. Caezing 12/312023 No Yes Yes f31.001-35.00 evaltable in to or Intemledilte aedian 10 80D0/8100/82007n123 16&#39: Max width. 148,439: Max height. Glazing 42I CO23 No Yea Yos +30.00F33.50 available in top or Intermediate section. 11 600018100l820091124 168fK19 Max width. 148039. Max height. Glazing 123f2023 No Y.Yes -34.40E-38.30 evahac. In top or Inlanriedlate,.edide, Fonda Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Faisal al I r32021 Cody, Entity or Nut 21Ig Das Parldirw pore mm version manufgctugy[ Conrad En ineer&License VMitlaee air Validated gNbmil.ffi FBCAmneval A, Mod Me, Revision 202C Curies Civis1ot off AADG. Inc Tam R&ttay, UL LLC Troy Bishop, P.E. 12iC/2020 12/012020 122172020 APPr-ed Category: Exterior Door. r 641 t 494-2813 i.54) 847-0880 Subcategory: Extenor Dow Components tam 1dCyQ.s .boy.co Compliance Method Certification Mad a Listing rn FL1'11537.R6 Prpauae Quality Assurance Aa>aove iforUse Approved for Use Impact Design a poR Fatltxt Mood!. Numdar or Harm Product Wscrho,n CMrad Exdratluh Dale In HVHZ outside HVHZ P.MstaM Era�i, 1 607, ?07, t27, 747, 157, 7?7, and 847 Seigle anted Pass d Flush, Glazed, and Loubaed single end pelts or 12/312025 Yas Yn Yes WA Doors holldry metal doors. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of 2 7 &lro21 _. _. Coon - Ntllly w - DWe Data Data Pandina Dot... IlL9E version Menuraeturer Enomm A. License Validated Sir aly ldated Submittal FBC Aa -,[ Aisor,yed Autba R."on 2020 MI Wlndoma and Doors Brent SOlnger Amerlow Archlteduml Seven M. Union PE 11/172020 1 V172020 11772020 Approved Category: windows 1717)3553300 ManuT tiers Assoembern (717)317-8454 Subcategory: single Hung asmingera-miwd.com Compllanea Method: CarlNcatan Mad or Elating Guaw Assurance Aotaoved for Use Admraved for Lee "pact gaelan Sect # ELM Model. Number or Name Product DoWpitlon ow rad Exarulon Dae In HVHZ QsBslde HVHZ $SflS� 2 185 SH 52x72 FelFlang, Frame IG16G Single Hung I D1082023 No Yes No Laminated Gress N (D U) _0 -Cu C) L I✓ (Q� _v Cn `v O M cn 0^` O C O I_ O W O CU I_L- O .� E O �. F L O ^� Iii.� �,�/^ VJ i..i,. Q Z Z W J 0 U a f> C C 40 14 CV N fC in (A d Q 3 a) tZ Y Y E C C G7 U Q °C � 3 Co L y d O i d C O 7 � fd T r cn E =3 a CC O > L L O i� U O Q U C0 m O L CIO ci.l.i G z J Z Q J d SHEET NO. PA 1.0. =J111111111i, � ri Florida Department of Business & Professional Regulation P.D.6 M9 Flonda Department of Business & Professional Regulation pe e9 Page 1 of Florida Deportment of Business &Professional RegulaDon vage 1 a 1 FloridaFlDrida Department of Business 8 Professional Regulation Pagel dz cn �# (� Building Codes and Standards 125rzo22 Building Codes and Standards 1rU2021 BuikdngCodes and Standards tls12o21 Bullring Codes and Standards IrsfM21 O �_ /�/11♦♦ 2 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail L FSg153ltr-iHt F1.9104914t? (3) Code Entity t4 29t Daft Pentlind - - ©.11:tsal-rat _ CU � wi 291 D°14 Data t>Slf 5�94 EP1lw or Date PaWra �V� Cn_Vt,or Mir 291 Orate send, Au = Tempt Version Manufacturer Contact Engineer&License Validated By Validated Submitted FBC Approval Approved Status jk le& Y(enslpp Manufacturer ..or Contact Ellphteerd License VAIdaled&I Validated ,d FBC Awroval Approved filaus mum Var_slon Manufacturer Cwrtxt Endmard Lkeral Validated By fig. 291 §g �(ri qa FBC Aggrieve! Me Aimersved §(� � � Manufacturer �i�( Enarwad Lk % Validated BY Validated FBCAmroval Bgjggvig ors _� � i../ � a% Revision 2020 Corporation Strve Jasperson Lyndon F Schmidt, P. E Ryan J. King. P E 10A7f2021 09/182021 10/13d2021 12/15/2021 Approved PGT Industries Jms Rosowskl MA.mi-Dade aCCO CER BCCO- VAt ReNskan 2020 MI WInOw•s antl Doers Brent SiMrger Amnnwn Arch itec[uml Steven M UnM, PE 1122.rz020 11222020 APorrard +� U) CategorTru Category: E.(kripr Dgons SuldCategory: Stinging E<tericr Door Assembries (80)) 843-7628 PE-434,� (613) 7675555 sjasperwri@thermatru co Afiirmfltbn 2020 Category: WnIs—s � Memi-Dade (941)488-0100 (766)315-2590 11A52020 11 N52020 11M 1/2020 Approved ReNmon 2020 MI windaw9 and Doors category: "do" eren191ltlngc American Architectural Steven M. Urich. PE (717)30.3300 Menuacturers AssoclOon f717)317.8454 t0A8f2020 t01062020 10f152020 Apawerl Caegory: Windows IT171361-33M M.r.%Fturers Ass¢a1t ,;717)317-8454 112B2020 ICU _VI Com pinanee Method: Evaluation Report from a m Subcategory: Sngle Hung )rosa#skl@pgordu Nnes.c Subcategory: Halzonral Seder Dsitlinger@mi.•d.can sobcaNgory-•P.M Conpliance Method Cambf—bon Mark L'stelg XiJ VO Fiords Registered Architect or a Licensed Florida Compliance Method: Co lif .leer, Mark « Listing �" Compliance MebOd: Casficala, Mark a Listing m 0 Professional Engineer P102MAZOProducts F I.AnO35"ll Products F1.0151ini Prohrets O eO FLM20461-R7 Products Quality A.— Amy raad ter use Approved for use (D u±rx Das_ion rLWi[v Aswrance Aoprowd la Use Approved for this �r Design a.arlry A. ��rawe Arxvowdror uaa pm.nvan for use �p&,(r pyy(M,l O Q Quality Assurance Approved for Use Approved for Use Impact Design sea # Product Model. NUNneror Name Product Datnprldn Contract exdralon Dae In HVXz Outside HVHZ Resistant Pressure S=s Product Modd, msnOer or Name product Disvklkn [prince E4giriim Dae in HVHZ Outside HVHZ Resistant Presara sea I Product Model. Number or NarrN Prodi Desabdon Contract FxpkW n Dae in HVHZ Out" kMZ Reslstaq pressure O seq A Product Me", Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 2 9H5530, Large NNssile limped) Wiry! Single tang 1Mndw 07/3072025 re, vas yes N/A 1 HIS Is$ Fin and Flange Frame 75A21n leled Glass 02/162024 No Yes No .551-55 1 ins PW 73 z 721nsuleted Glees 04/032023 No Yts No •6M-40 I a Thermsi Fiber -Smooth and Smooth -Star Nominal 6&#39:8 &quot Non-Impad8quot Opaque 12/31/2022 No Y_ No NIA O Lrz 4�� CU Composite Edge Fiberglass Single Door Co (Insvnngfout-wmg, Xconhguratan) NIA N � 0 2 b. Therma-Tru Fiber -Classic and Snrooth-Star Nominal 68#39,8&Cant Non-ImpacAquot Opaque IV3112022 Composite Edge Fiberglass Single Door No Yes hb -� with adelite(s) (Inswingl0utsving: XO, OX or OXO � L `F� Q _fguatmns) NCU 3 c. Therma.Tru Fier-Claesie and SmoothStar Nominal 6&039;88quotNon-Impact Opaque 12131/2022 No Yes No N!A /a'� «O �# 1i Fiberglass Co nposrce Edge Double Door with or CV&quot f /�XO without Sidelitee(I nswinglOutswing. XX or OX .� v' confguratigns) 4 d Thermo-Tru Fiber -Classic and Smooth -Star Nominal 78#3B0 &quiet Non-IrnpacAquot. Opaque 12J3112022 No Yes No NIA Composite Edge Fiberglass Single Door (Insvting/Outswing, X configurston) 5 e. Therma-Tru Fiber -Classic and Smooth -Star Nominal 7&#39,0 &quot,Non-Impad&quot Opaque 12/3112022 No Yes No Ni Composite Edge Fiberglass Single Door with Sidelite(s) (1-Wing/Outswing. XO. OX a OXO configurations) 6 1 Thermal Fiber -Classic end Smooth -star Nominal 6&#39;0 &quotNon-Impacr&gLa Opaque 12/31/2022 No Yes No NIA Florida Department of Business & Professional Regulation less,1 a Florida Department of Business & Professional Regulation Page 1 d, Florida Department of Business & Professional Regulation Pass,/ d1 Composite Edge Flberglah s Single Door Building Codes and Standards IMM21 Building Codes and Standards IN2021 Building Codes and Standards I&W21 (Inswing/Outswng, Xwnfngumtion) g, Therrrr-Tru Fiber Classic and Smooth -Star Nomnal 8&#39:0 &qu.t Non-Impact&quct Opaque 12131=22 No Yes No N/A Composite Edge Fbarglase Singb Door vdth Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Sidelite(s) (InswingJOu[sving, XO, OX or OXO configurations) 6 h 7herma-Tru Fiber-C ..e and Smooth -Star Nominal 88#39;0 &qua,Non-Impact&quot Opaque 12131/2022 NO Yes No NIA - - S - PWsta!] - Composite Edge Fiberglass, Double Door YAth or Cgdg 6LL,N or �! Data Pandnp 27r! fgda Entity or (Nip 2111 pare Psrrdne �q &igyq F;rd N tar j p Date Resided 20 Stions) (Insving)Outs+ing; XX or OXXO mnfigureeone) configurations) � Y-�-r1p 1 Mantr/acwrer Ermineer d U.— Val Mated By V FlICAogrovat �fW3. T _71PE VFLI4C MxNrracturer Co M EndneerB Ucrose validated By VaYdetM submitted FBC AoorovN A,—ygQ 31mua ,Tyg Verson Manufacturer emitaa Entalseerd Uceroe ValMaed By ,(�tt Va11ra11M slremm er FBC AsmrovN Mgrowd Status 9 1. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#39.8&quptNon-Impact&quot. Glazed 12f3112022 No Yes No NIA Afiinh tlon 2020 PGT lndualrle. Jens Rosoweki MIa,i-DaOe BCCO -CER Mami-pees Bli VAL IIA5/2020 11 A52020 1IM112020 Approved Re sin 2020 MI Wind —and Odors Gram Sthrger Luis R Lomas. PE Steven M. Urich. PE 10)06r202J IM62020 I0MIu2o20 12152020 Aplxwed Animation 2020 PGT Industries Jens Rosowski ekar rlado SCCO -CER rrami.Dade BCCD -VAL iW51MM 11,052020 11/11/2020 Approved Composite Edge Fiberglass Single Door celag.ry: Windows (941)486-0100 (786)315-25W Category: Wndo,vs (717)365-3300 PE-62514 (717)317-8454 Category: Wndon2 (941)48&0100 (786)315-25N (Inswing(0ut6wirl9, Xconfiguraton) subcategory: Fiy posw•ski@ponracumnesc subc.agory: Mustns esrngeramhwd.com SubCelogary: Mud— IrceovnklMpgtindustriesc 10 j. Thermal Tru Fiber Classic and Smooth -Star Nominal B&#39,8&gLct,Non-Impact&quot. Glazed 12/31 r2022 No Yes No NfA C—drilare.MNedP C,011cahon khan or Usting an Complanw Mothod: EvaYuabcn Report tom a copiplierlea MadI Cmilcaeor Mark or Listing ern Composite Edge Fiberglass Single Door with Florida Registered Architect or a Licensed Florida Sideite(s) (InsWng/Out-Arg, XO, OX or OXO F1f2434a24 Produce Nofasaism l Engineer Pua261J173Prodrets Ronhguratons) Quad Aeerasre Aodoved it Uw Aoorowdfa Ilse cox t 11 kTherma-Ttu Fber-CI.wk, and Smooh-Star Nominal 6&#39:88quotNon-Impaa8qua Glazed 12/312C1Z2 Composite Edge Fiberglass Double Door with or No es Y No NIA beg # Product Model. Msm,ber or Name Prdkcl Des«idiom Contract Esdration Date QPi19L M HVHZ Outside i R"thgtpr"t Preawr, F 1a+4ruc Product, Sea # Product Model. Maria or Name Qusit, Assurance Product Clasen Wwa Contract LWral on Data Aralrovedforusa A,­,d for use Imygj j k1 HVH O tAde HVHI ReaaaN pples,urg_ wdhout (InsMrg/Outrwnng, XX Or OXXO 5 PW 5320, Large Miemle Impact, Vinyl Fixed Vr,,&. 04/SO.r2025 Yes Yes Yes NIA Qualft Assur— Asprgsod for Use Agoroved ran use IdneHst ()..I- I NIURm91cf All Doorg and Windows Aluminum Muapas 051262020 Yes Yes Yes FIIA configurations) conllnal7ons) 1111111 Protlucl MedM. Mrmit, or Name Produel Dos ollan Contract EsokMkn bate H L1� Dutritle HVHZ assistant Preswre 12 I. Therms-Tru Fiber -Classic and Smooth -Star Nominal 7&#39;08qugtNon-Impact8quot Glazed 12/31/2022 No Yes No NIA 2 57s4 Vedael Alvmnum Mulfion 12bt2021 Yes Yes N/A Composite Edge Fiberglass Single Door (Inswing/Outswrlgi Xconhguretion) 13 In Therrna Tru Fiber-Classc and Smooth -Star Nominal 78039:0&quotNon-Imps t&qud Glazed 123100*22 No Ves No NJA Composite Ed go Fiberglass Smg le Door with Sidelde(s) (Inswrig/OuleWng, XO, OX or OXO configurations) 14 n Thermo-Tru Fiber -Classic and Smooth -Star Nornmal a"39;0 &quotNon-Impact&quct Glazed 12312022 No yes No N1A Composite Edge Fiberglass Single Door (1n vng/Outswmg, X ocri guration) 15 o. Therms-Tru Fiber -Classic and Smooth -Star Nominal 8&#39;0&quotNoo-impact&quot Glazed 121MM22 No Yes No N/A Composite Edge Fiberglass Sing le Door with S nfigurs) (Inswing/Outswinp: X0. OX a OXO Florida Department of Business & Professional Regulation Pa gU Few, I dl Florida Department of Business & Professional R uladon pa eg Page zd2 Florida Department of Business & Professional Regulation Pages d4 16 p Therms-Tru Fiber•Ciessic and Smooth -Star mnfigurabons) Nominal 8&039,0 &quotNon-Impact&qua;. Glazed IMV2022 No Yes No N/A Building Codes and Standards 1M2021 Building Codes and Standards IGAx2oz1 Building Codes and Standards 3I61D23 Composite Edge Fiberglass Double Door With or without Sde,la- (In",VOu,s rig, XX or OXXO configurapons) Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail LU 17 q. Thenna-Tru Fiber -Classic and Srrooth-Star No nenal 68#39.8&quot:Non-Impact&quot. Opaque 12131 Q022 No Yes No NIA - - t&MAU_. - �.�Me�:Me4 - - - Composite Edge Fiberglass Sing le Door with Transom(Inswing/OursWrig. O/Xconfguration) FUn11111i -. _ _ _ - .. _ _ _ - - 18 r Therma Tru Fiber-Classc and Smooth-Sar Nominal 88#39;8&quotNon-Impact&quot, Opaque 12/3112022 No Yes No NIA LA array or Dalt DRIP Date powel m phi fL20 €mm or 2M 2e pare Pendrw pile EHith, or 291 212 gate Pendlno jl�yq Comhe(.) Edge Fiberglass Single Door With � Version Manufacturer (trustee, Endneer&License Validated ad y tad FBC Agerova 31,19& �(PP Ver_siw, Mansdaclurw Confect rdrhtese&Llcsrtse Va Meletl By Validated i FBC Approval A ..... d Statue TZpa Vautan Manufacturer Carlact Errdstear A Liceree Validated By VwmtPg Sullen" ,g FBCAmoval O/OXte(s) and Transom (InsmngfOutswng, O/XO OIOX or OlOXO configuretkns) Revision 2020 James Hardie Buildng Produck. tic Chad Diercks V. Andrew Tan John 90uthpro, P. E, OtA52021 12/142020 01Afx2021 ding FBC Appr� R...- 2020 Ali Nick Thompson Lyndon F Se id. P.2 R J King: P.E yen 02115.2021 02JI 2021 02222021 04P212021 APMoreO Rawson 2020 OAF Michael Shen Robert Nemlnen JMn Vd, Knea"Or, PE 12/192022 121172022 ,27202022 0M �rX2'3 d Approved 19 s. Therm.-Tw Fiber-Cl.wlc and Smooth -Star Nominal 6&#39;(l&gUot Nen-Imnpact8quot Opaque 12M/2022 NO Yes NO NIA Category: Panel Walls 1909) 545-8359 PE-81882 "352) 367-2528 category! Panel Walls (330)922-2389 P643409 (813) 757-6555 Category: Roofing b0D) 766-3411 PE-Wlfid 19541772-6224 Composite Edge Fiberglass Single Door with subcategory: ailing tined dbrcka0j. neah.rd subcategory: Sothis nthompson@eleide.«m subCelepory: Asphalt Shingles mstiah@gar com Siddae(s) XO, OX or OXO Compliance Manhod: Evaluation Report Rom a o.com Corrp[Iancs Method: Evaua,m Report from a Corpllawe Method: Evaluation Report from e Continuous Head and Still Configurations) Flonda Reoldered Architect or a Licensed Florida Florida RB9istered Architect or Is Licensed Fl.rde Florida RsgisterodAradect or a Licensed FlO 20 t Therma-Tru Fiber-Clessle and Smooth -Star Nominal 880391.0 &ClUot Non-] nlpad&quot Opaque 12f3l/2022 No Yes No NJA Prctenionel Engineer Professional Engineer Profeaelonal Endnser Composite Edge Fiberglass Single Dow with SldalWs) Q swingkiOubavang. XO. OX o OXO F u9f 71#2-RB deducts, FLM s272-RS Prgaide FL#10124-R73 PrBM1N6 Continuous Head and Sill comhljurartk s) Quativ Assvi Approved for Use Approved for use hnoa tc DRs)pr3 21 u Therms-Tru Fiber-Ca..k.ndSmooth-Star Nominal 6&#39,8liquor Non-Impacf8quotGlazed IMlf2022 NO Yes No NIA AMA Product Nodded. Number Or Name Producl Draloyon Crdract expuetbll Due Ill HVHZ outside HVHZ ResalaV Pressure OualiN Assurance Approved Iw Use Approved For Uss FiFlfit Qr&tyAaatrarrce Approved for us, Appravodfor Use Imp39r parsks, Composite Edge Fiberglass Single Door with S W a Rotluet NomL Hunrlu r « Name Aoduct Dasctiptlon C.-- lspralon Daa e, i OWelda HVHI Rssla,ard 1apok n ,tea ► hodutt ModaL amber a Name Product DKCNW as Coned Donation Dae Outside HVHZ y, Hvhz Resistant Pressure Sidelite(s) 0nsvAngVQutsysng, XO, OX or OXO 1 Cemplank Lep Siding iber-cement lep siding lWI2023 Ves Yes WA N/A 1 a &qua;2T&quot. Sofa Vent or Shcd Vinyl Star 12012023 No Yes No N/A 1 GAF Asphat Roof Sh idles for use in FBC non-HVHI FWglas.,e Nrced 3-tab, limnaed, 5-lib and 12M62025 No Yes NIA NIA Continuous Head and Sill configurations) 2 Herds, Plank Let, Sri loan -cement lap siring 12A12023 Yes Yes N/A WA 2 b. squat wiience 74&quot Snort Vent or Sold Veryl Sore IM1r2023 Flo Yea No WA "'sdellons hip/ridge asphalt shingles 22 v Therma-Tru Fiber -Classic and Smooth -Star Nominal B&AW0 &quot, Non -I nrpactilquot. Glazed 123112022 No Yes No NIA 3 c &qucd.Greenbn.r Nntage Beetled&939: SOffk Vent or Sold Vinyl Sofa 121312023 No Yea Me WA Composite Edge Fiberglass Single Door wnh 4 d. &1ud:03&qua[ Solid Von[ on sd'd Vary) safM 121312023 Flo Yes No NIA Sldelite(s) (Ins,eeng/Outswmi XO, OX a OXO 5 e &qud:Ceat& Oak&qud; Sort Vent «Sod Vinyl &OR 12G12023 No Yes No N/A 23 wTherme-Tru Fiber -Classic and Smooth Stsr Continuous Head and Sill configurations) Nominal 6&#39,0&glmt Non-Irrpacttlquot Opaque 12/31/2022 No Yes No NIA 6 1&qud:Super Spa,&qua; Sprint Vent or Sold V'myl Soffit 12/312023 No Yes No N/A tys� )`•.. Composite Edge Fibeng lass Door Panels with Vented Sidddde(s) (InsvnnglOutswirl XX XXX or XXXX Yi j oonfgurabons) 24 X. Thdama Tru Fiber -Classic and Smooth -Star Nominal 8&939;08quot,Non-Impact&quoi Opaque 1213V2022 No Yes No WA Composite Edge Fiberglass Door Panels vith Vented Go Sidelite(s) (InswnglOutswag, XK XXX or X)CXX 7 configuration.) r— 25 y.Therm.-Tru Finer-Clessle and Smooth -Star Nominal 6&#39;8&gtlot'Non-Impaet&quot, Glazed I213112022 No Yes No NJA t� C= Composite Edge Fiberg lass Door Pe nels with Vented U C-7 Sidairsk.) (I nsvinglOutdWn; XX XXX or X)XX Florida Department of Business & Professional Regulation Page I al Florida Department of Business & Professional Regulation Page I d, Flonda Depa rtmerd of Business & Professional Regulation Page 1 a+ c � configurations) 1213112022 No Yes No NIA Building Codes and Standards l(PSIM21 Building Codes and Standards Ir&m21 Build, Codes and Standards +av2ozl u- 11 28 z. Therma-Tru Flow -Classic and Smooth -Star Nominal B&#39.0&gLot.Non-Irrpact&quet Glazed Composite Edge Fiberglass Door Panelswfth Vented r In O Sidel#e(c) (msw rig/OutsWri XX, XXX or XXXX Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail �I O coafigurabons) In Q c-4 FiLar23ffiR8 - - - i i -do 27 za Therma-Tru Fiber-Classicard Srnoc-0-Star Nominal 88#39,88grro[: Nond mpaaBquot. Glazed 12/3112022 No Yes No NJA Composite Edge Fiberglass Single Door with 3&439.0 Sideiite(s) (Inswrig/Outswingl XO. OX a OXO - - y am., C onhgurations) Code Entity Or PAP 211E Date Pendna Base 90A EntRv or PA Date Dare PnHeno pgg is44t EMIN or 2aE 2g Daft Pendirso 26 zb. Therms Tru Fiber -Classic and Smooth -Star Nominal 58939;8&quota Non-Impad8qupt Glazed 12/312022 No Yes No NIA ?a29 Version Marsafacturer coni Endneaa lianas, Validated By Validated 3.1sphitted Fad Asnrowl 8gppv� ZL4191 ?ypp Yw_sid, Marsufaeturer Contact Enelnea& Lkerts, Validated av Validated Submitted FBCA22mxa! %o_rovsd Status, 1yoo Version Manufacturer crmi btgalw d License veadated ev Validated auanlead FSC Approve ApoA .via IAatus Composite Edge Fiberglass Double Door With ReNsion 2020 TAMKO Budding Products LLC Kerr, Eden RWen Nleminen John W Knezovich, PE 10042020 o9292oM 10/122020 12152020 Approved Plans— M20 L V Thomp9m, Inc. deal Thompson Mchitectunde Tony Christman Zachary R Pres, Seven M (rich. PE 09117.2020 09/1/2020 09222020 121152020 Appraed R.'slon MM Flonda Meal Products Inc. Clark Jones James L Bucker. P E. Steven M. Urkh PE dQ 2020 062Y2020 10p42020 12/1 Cy2020 0621 Appraed 3&#39:OSide1ryw0newingfOutswpg. OXXO Category: Room g (417)624-6fi44 PE-59166 i954)772-6224 Mel Company(TAMC01 t613)248-3456 PE-74021 i717)317.8454 CMsgory: Redding I904)]83-8400 CBUCN Engneemg 1717r 317.8454 ` 29 zc. Therms-Tru Fiber -Classic and Smooth -Star configuraton) Nominal SU39:0 &quot;No 4mpact&quiet Glazed 12131/2022 No Yes No N/A Subratagery: UnderleynroNs kern molopaIsnam can Category: Pooling tmyag.—talroafog.com SubCal.gery: Roofing Access«,as that are an emrk@flamco cam PE-31242 � � U a Comte Edge Fiberglass Single Door with 39439 0 CIla phones ethernet Evaluation Report tom a Su4Category: Roofing Accessories that.rean Integral Part ofth. Roosng9yatem Ci Sideline(.) (I nswingi0utswlrg; XO, OX or OXO eVintegral Flodda R Meretl MMnect w a Licensed FloridaFlorba Part ofthe RmAn stem ga 9 Systern - Method: Eveluvum Report from a _ N (V oXrrd ,bone 19 ) Pr.(..—d Engneer Compliance Method. Evalueboa Repot torn a Florida Reglsared A+Mitect a aLicensed Flonde 7 30 zd. Therms-Tru Fiber -Classic and Smooth -Star Nominal 88#39;O Glazed 12131/2022 No Yes No MIA Florida Ran, ered Architectora Lim,sed Florida Profesv,ona! Engineerrn �^ Composite Edge Fiberglass Double Door with Fiberglass Door PIR12328-R9 Products Professional En 9ineer E utswn 38#390 Sidelites (InsvAng,Outsvwng, OXXO Quelily Asw raga A—,-d for use Averovad for Usa Inn. FIAHB "ll Prpducta FL#zl5apa2 Produces J p u 31 ze. Thermo-Tru Fiber -Classic and Smooth -Star configuration) Nomnal 78#39;0 8quotNon-Impaer&qugt Shaker 123112022 No Y. No NIA tact# Produ,t Model. Number or Mime Podsrct DescrNibn Canfract Eaokatkrl Dae -A ptS�l Outside HYHZ ID HVF'IZ Blai9tm! Pressure g1rJalliY Assurance ArxNowd/or Use Approved for Use gggert t3931g3 Soak Product Mom!. Numberor Nair putty Asarance Product b.vcriobru, Casrxt Emlralon Dae Approved far Use Ap for Use knoact n HVMZ Outide HVHz Rosl�taY 11 Series Composite Edge Glazed Fiberglass Single 1 TAMKO Rod Underlaymeltts(HVHZ) RoFf-deriayments for use in PGC HVHZ 0629(2023 Yes W, NIA NIA 9au% Product Model. Nrsnbapr Naar Product Descrialkn cormact Fseastien bate )p IlVHZ outside HVHZ RssktaN Fod.-os 3 3-FLAMCO &glso:RV /O Ridge Vent&quiet: Aluminum Ridge Veds tar pitched rook fabricated 12131R024 utlade Raswre P—suns No Yes No NIA o Door with or without 19#39.2 S clelas(s) Iunsd<tloni 1 TAMCO FIA Top On-Rdge Vint With Sable for Tide 26 ga. static roofvenfilator with bara OW092026 Yes Yes N/A NIA from 0.025' Aluminum (Inswing/Outsweg', X OX. XO or OXO configurations) 2 TAMKO Rod UnderlaymemsiNON-HVHZ) Rodundersymentsfor use m FBC nm-HVHZ 0612912023 No Yss NIA NIA 2 TAMCO Gooseneck Valid 26 ga. OW092026 No Y., NIA -0/-52.5 imnsduions 3 TAMCO Offi Roof VW( v;lth Batts 26 ga. static roof ventilate Y tin ,nlgr.ad baffle 0AU912026 Yes Yes NIA MIA 4 TAMCO Round Top 01r-Ridpe Vent in Radio for TO. 20 ga. static roofventiialor via bare QW092026 Yes Yes NIA NIA Florida Department of Business & Professional Regulation Page, d1 Florida Department of Business & Professional Regulation Page, of3 Florida Department of Business & Professional Regulation Pag.1 nfI Florida Department of Business and Professional Regulation Binding codes and standards 1,72021 Building codes and Standards 1,72021 Building Codes and Standards 392023 Building Codes and Standards 3/1512022 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Code entity Data Peep Data Rending owe &sda Estate or ,La gala Data Parise- pad Cotle EILSY3L pffis p Dae PandnP �p T�c� vaekn Manufacturer yQp(e� engmaadu�naa vardanaey y�bd d FOG Approval ,9ggr�d lym V�9n NM,uf wren cameo raAdpa,rdur:an„ vellda<dey velidelad FBCAwroval g 11nua � v"On Manufulura Col4act Gnelrra&Licasa valelatadev vaEd� euomltt" FVAodowa Alki Illasus FLg6259R31 R—aon 2020 Loot c Karr— kdlay James L. Bucarlan P.e Steven M. unrn, PE / 11232020 112UM20 112na^020 thing FBC Appn R. skon 20M 2-1 Rom g Anderson Robs, IAPMO uniform Evaluatian G.­yw. Walker I,A3)2020 1110MOM 11A5/2020 AW Led Re,,- 2020 Glcbel Protection Products. LLC. on, Robinson WaeerA 71110J, P.E. JMn W Kh azcAth. PE 09MM20 D9A78/2020 10,D12020 12115IM20 Approved code Entity Q[ Q Q 2& QA9 Date Status Category: Roofing (501) 043-6163 PE 31242 (717) 317-8454 Calgary: Pooling (8013380-6091 SBrvlces LLC (Z05) 854-0160 Celegay:5hu can PE-44Ifi7 f9541112-622t T-_ Version Manufacturer Contact �n Ineer p� !e_M"J.SYJ_Y' ValidatedB• y Validated Submitted Pending. Approved sub(tategdry:Roothg Aacesseie.lhataean klelley@lolnancocom tubCalegcry: RcbinAnderson®brxelco bm ,.Ibi39.7545 tlm.roNnson gppanlro @ yPe 202D License Revision POLYGLASS USA Mauiy,Alpert, �OIIn W. 115f20d 10/26/2D2D 10/2212020 FBC 12l1512020 Compliance Matnptl: Evaual,m Repot some oomphIntegral Pee slahed: Eveditt—R tholingTiles C caecauall nEEvaluation Report pine °� Prak,n Evalue[ion Endy m Compliagory:StormPanels Compliance Method: Evnluatron Report torn e m Category: Roofing S9542331330S rnal pert@ polyglass.obm RobertNieminen Knezevich, PE RLpyal FiaidaReglsteredArchaetu.Lcrn-dFlorida Flonde Reyiatered arMUecteaLkensed Fbrlm ProfessionelE,g,,., Subcategory: PE-59166 (954} 772-6224 11IC112020 ProfosimpNEri9neer FLP7a49-R12Products Underlayments F1.01721112-Re Proceeds QUMIty Assrarre Approved for use Ackgroved ran use Innow Design FLa1S07CRS Products CompIIan eeMeth od: QuarlyAssratce Aburovedfor Use A9proyedfor Uss ItnaA91 Dean 1120 1G Product IMPhdnbwd Name Saxony -Shake. state Country store.SpfitOtlEgvish Product Oasanabon GPrpact Elmltalon Data FlatPronto- Denver CO 231202I, ga HVHZ No DWsim HVHZ Yes FResjp d NJA a Orchid A.... . APmov,d for Us, Apmowd for Use Yno_act PSA Evaluation Re9portfrom H49.E PrpiAxtMoml. Numbs tar Noma Productbesdrintkn Contract Exdraipn ca. in "vHz outside HVHZ Resistant theta &amp. knead imt Product Model. NrxMer or Nair lsos t Di staloea, ei 1i outside HYHZ EtilStiLL P,- -a Florida Registered 1 Deck-A.'DA-4orTRl-Bu,ItDeck-ArDA-4 La,RdBe,Potypropyle,oPlaMcRoof Vent 1211WO25 No Yes No .9751.97.5 17 SasonyNO-Seat- Shake&amp: Split Stake Flat Profile-Stoektor,CA 12/312020 No Yes NIA NIA 1 20Gage GeNenpedSteel Storm PenelvHVHZ Caru9aledGalvanized Steel Storm Pan" retained lW12023 Yes Yes Yn WA }P Architect or a Licensed Mechanically Attached to Pywosd 1 16 19 Saxony 600- Slate, Shake 8emp: Spill Shake Swony 700-Shake. Slate&amp. Split Seeks Flat Forks- Rall., CA 12f3120M Flat Prove - Stockton CA 1213112020 No No Ves Yee NIA NIA NIA WA 2 24 Gage Galvanized Seel Storm PaneiVN14VHZ or not try tracks to prwlm hurricane wa[edlon Corrugated Galvanized Seel Slorm Panels retained 12f312023 Flo Yes Yes N/A Florida Professional Engineer 20 27 Saxony 700-Sheka. Stele&emp-Solt Shake To, -Espana l Barcelona Flat Prop. - Rat. CA 1213IM20 wgh Profile - Katy. TX 12J31aOM No No Ves Yes N/A IVA N/A NIA or not by lacks to pipette hUmesM protection W ^' 28 Villa Low Profile -Katy. TX 12r2l120M No Yes N/A MJA FL#$2158-R31 Products i 2uality Alt6Urenee Approved for Use Contract EWrWon In HVHZ Arjnro outside sdfor Uae HVHI LM= Resistant Deal Pressure Soq Product Model, Number or Name Product Description Data 1 Polyglass Roof Underlayments Rooting undenaymerds 1012112022 No Yes NIA +WA1-622.5 1 Polyglass Roof Underlayments (HVHI) Polyglass roof untlenaymerds for use In FBC 12fMC23 Yes No WA WA HVHZ wri 2 Polyglass Root Untlertaymmts(non-HYHZ) roof ins. Pdroof yglass rltlerlaymeMs, for uses 1712321723 No Yes WA +WA/-022a FRO non-HVHZ judsdicnons. Flonda Department Regulation O 1 Polyglass Roof Untlenayments (HVHZ) Polyglass roof underlaymerlts for use in FBC12/23r2023 Yes No NIA N/A of Business & Professional P 9 pa I of I page Florida Department of Business & Professional R Regulation Paps 1 of1 Florida Department Of Business &Professional Regulation page I VI HVHI jurisdiction Building Codes and Standards I251M22 Building Codes and Standards In,'2021 Building Codes and Standards Irfm21 L Yes NIA +N/A/-e22.5 0— 2 Polyglass Roof Underlayments (non-HVHZ) Poyglass roof undenaymerts, for use n 1212312C23 No FBC, non-HVHZ judadledon. Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail 0_ 1 Polyglass Roof Underleyments (HVHZ) Pdyglass roof underlaymerts is use in FBC12l2312023 Yes HVHZ junsdicass. No NIA WA O Fuodna�-Ra. .. - FL#f77A-Ra - 2 Polyglass Roof Underlayments (non-HVHZI Poyglass roof undedaymerts, for use InrM 121233 No Yes NIA +WAI-622.5 �pf%@ Entity or pig �}q Date pandfng 20cage Eptgtigt 20peep Date PendingFBC DRIP non-HVHZ jurisdictions. Type Version Manufacturer Contact Endmeer&License Validated ev Validated Submitted FBC Approval Approved status im Version Manufacturer cadet Enterer&urns• validated ar Validated fitilarrug(ild FBC Agapval Approved itt160 f'21111! Tree version Manurredurer BWW o Center Ersdnw &uc.n.a valdstao ev 2" _C1111 Data Pending Qdt Validated srrornittw FBC Abort Anprolad status 1 Polyglass Roof Underlayments (HVHZ) Polyglass rod underlaymerds for use in FBC1 V23IM23 Yes No WA WA R-.m 2020 All American Shutters and Glass Miss Barbieri Frank L Sennardo. P E Troy Bishop. P E. 10/28/2020 10115M20 11/05/2020 12rl M2020 Apprwtsd Revision 2020 Al - Stu.rt Leans ICC Evaluation Service. LLC WMaam M. Ranieri, PE 10r3io20 I V22/2020 1 i/aMM 0 11 SM20 AnVo cl Rebslon 2020 Commergel C'onGde Pend UGti.lne. Ruben Gibv Sa-11 A, Greenberg JMn H¢y 12/162020 1711 Te12020 I229r2020 dng FBC Appr, U HVHZ jurisdictions Category: Shutters (561) 712-9W2 PE-0046549 (954) 947.0850 Caelory: structural Carponenls (321) 710 3377 (407) 681-1917 CMegay: Components PE-342d5 1352i 5BB-S3t 1 2 Polyglass Roof Underlayments yments (nor-HVHZ) Polyglass roof underlaymeMs, for use In 122312023 No Yes WA +N1Al-622a SubCabgory; Storm Panels mike allamericanshutte � SubCalagory. Truss Rates means i @alpine, w.can subtaepory: Products IMJOOucea as a Result of ry:StrPrralcs in polls tgador@ Pncamgat«@yenoo cpm FBC non-HVHZ jurisdictions Compliance Method; Evaluation Report from a Florida Regi�t.ad Architect or a Licensed Florida rs.com Compliance Methrrt Evd---depart home Product Eve,u.b. Entity Noy Technology err..r Professional Engineer FL#1859417 Pouucts Complinw M#WW; Evaluation Report from a Flonde Registered Architect ore Licensed Flonde P`piaeeanel Eng,neer v O FUF17as5-R9 Products Quality Aawrame Approved for Usa APproyedfa use lmPw Deagh• L� Sraga Prod uet reacted. Num ben or Nam. Quality Assure Approved for Ilse Angroved for Use Impact Design Product Description Contract Expiration Dab in HVHZ Outside HYHZ R.sistant Pressure sap# 1 Produn Model, Number or Name 1TIN 1CG/A.0ne Higher SeenOthiH&amp. 8) Produc Diserodon Conrad Exnleatlon gee Metal Connects Plate 1U312024 in HVHZ Yes Outside HVHZ Yu Roseland NIA PressurePL#1 N/A 771•RB Product Ouaa, Asses— Areroved for Us, Approved for Us, Kogan D.akn 1 24ga Galvanized Steel SNrm Panels 24ga Gaivan¢rw Steel storm Panels 12/312022 Vea Yes Yes WA 2 ITW BCG/Agin Mingo Pate Metal Comactor Plate 1213112024 Yea Yes NIA NIA litgE Product Model. Maroerd Name Product Oeaeribtlon convened EXolrellon Oele YI HVHZ Outside HVHZ $ Precsun S 4 ITW BCG/Alpine TruICK ITW 8C01AIpoe We. Metal Connector Plate 12f312024 Metal Conrl.no, Plate 1 W310024 Yes Yea Y. Yes N/A NIA NIA NIA I ouahly Precast or C.—cial Concrete Pr.di Precast and Prestressed C.crv. Lintels 05/252024 No Ycs MIA NIA /a W CIO m U � Florida Department of Business & Professional Regulation Papa 2 dz Flonda Department of Business & Professional Regulation page 1 a1 Flonda Department of Business & Professional Regulation Page I pre nQ &..i.. Building Codes and Standards M12023 Building Codes and Standards &142021 Codes and Standards 9&s2Az, Product Approval Application Detail Product Approval Application Detail PrtBuilding Approval Application Detail O `V � � Code Eat, 291 291 Data Patdn. 2& Cgsk Ell or PYP Date Date Fe ncirm gee 4sg1 n€ nN g1 2112 291 Daft Penang pats � w Tjxa version Manufaewrw confect andneer A Lleense Vattlelad aw VWdaad suhm Mad FaCApprovel Approved status 1Y8e Version Meuf4etum C.M.0 Encil&usnorae Validated BY VAimad Sy(�i ad FBC Approval Aoaoved Md. IV be Version egandatlorp cooled 6,,*,er&1.1,n.ns, Valldatad av Validated S111teli FBC Aoomvat Agomrsd Ada Ra.smn 2020 MiTeM Inc Enn Wil ICC Evaluation Service, LLC ICC Evaluation Service. 01A32023 1220r2022 01/03r2023 Appr-od Revision 20M Weyerhaeuser Rob 6atlwin ICC Evaluation Service, LLC Ian Leerer, P E. 021022021 10/132020 02A 3/2021 Approved Arrmahon 2020 Alpha Alumnum• Ns. Jose Sava Luis R, Lomas Steven M. Unch. RE 11M CV2020 'IM&202G 11002020 Approved Category: structural Components (952)898-8635 LLC. Category: Si—turel Components (2V) 924-0476 (son) 839-3284 Robert Bak/nn Category: Panel Welt ,4071509-200B PE-62514 (717) 317-8454 $=Wgory: T ss Plate. eveide enh, com R05) 5A0-9600 SubCategary: Engineered Lumber @:veyerha Subcategory: Stirs apnaaluminunmc@yang Z Corrpltance Method: Evauaion Repot from a Compliance Method: EYeu&tm Report from a euser com Comelarte Method: EvauM,M Report tma o.Com J Product EvaluaWn Entdy Prod- Ewlueuon Entity Find. Reg Ktered Arahiact are Licensed Florida FL#211IT-IHO Products FL36527•Re1 Products Proxessimal Engineer Z Quaiy Avsratu Amovad for Use Approves, for use Moad op�ri Qudb Assurance Aegrowd for use Apraoy9d fps Vs. � Q4f1g6 FLA1 g5440.5 Rodents Q Sean Product M,deL desertion or Name Product C ."l ton contract EmAral Data in HVHZ Outside 1i1d12 $gall ..mod Precwn $SSA Product Model, l4upi or Name Product 0esn121k Coni Entitled- Date In kli Out" HVHZ $q{jgltrg Pressure *.INKY ASsuamCB ADDfpy.O (pr Us! Approved rd Uw J M18AHS /8 ga. high strength engconnector plate 121312024 Yes Yes NIA WA 1 Nkhollem LVL Laminated Veneer Lumber 03/31/2023 No Yes NIA N/A see ri Product Model NwMr d Noma applaud Cgntrad Emirel,dt Dora outside HVHZ R.dsant DesignI Praswre a. 2 M'189HS 14 ga super high strength truss cmnedor plate 12/312024 Yes Yes NIA MIA 2 Pere9em PSL Parallel Stand Lurriber 03l312023 No Yes N/A N/A 3 1,11 in 16 ga. truss cmnedor plate 12f312024 Yes Yes NIA NJA 3 TenlrerStrond LSL Lamineted Seand Lumber OV312023 No Yes WA NIA 1 Aloha Alu min soid&.no Vented Ahiminum 8or17 Alpha Almitum Solid&amp: Vented AlumMUm 07/30,2023 No Yes No N/A 4 MT18HS 18 ga high siwp miss eahreda plate 12/312024 Y. Yes NIA NIA 4 7Jam RBoard Sdurs rul C.Injob a Lumber Oriented Snnd 03/312023 No Yes NIA NIA CMU &amp; Wood SedaY CUU damp: wood SHEET N 0. 5 MT20HS 20 ga. high strength trees, conhader plate I2M0024 Ye. Yea NIA NIA bead Rpm Board 6 TL18 MT18 18 ga. inns cmnedor plates 12/312026 Year Yes N/A '1Orien 5 Weyerhaeuser RIm Board Oriented grand Board Rim Board 03/312023 Flo Yes NIA NIA 7 TLM MTh) Mg. hues cmnedor plates 12f312024 Yes Yes NIA NIA March 6, 2023 PA 1.1 I I I 11 1.. __ I I.'. I I " 1 _ I' " •4--a N Florida Deparlmerrt of Business & Professional As Wation %Poi d 3 Florida Departrnert of Badness & Proisssional Regulation PAN i d i Florida Depetdnert of Business & Profeasional Regulation Pel 1 d 1 Flodda Depait nsrK & Budnss & Professional RagWstion Peso 1 al l Building Codes and Standards uemoms Building Codes and Standards anuams Suiding Codes wW Standards enar422 BuNdIng Codes and Standards env= � CO (3) V � > Product Approval Applkedon DOWN Protluot Approval Applkstlon Dabs Pr'ppuCt Approval Apptkstlwl MW Pnsdvot Approval ApplktbneDabs •f .> -. W 21i Erift.>. 29a am Dow Plod Rft 91111111 CrW6(a Dsk no otyPoeda DAIN 916 Zeal 23k D& Od.Poada 401a fa4 _. 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M +2WW t16 m 2 8ylee 1'J3 w Emm nporAwntl S ells Gk"Door "single Per W Fixed 10' Dow (81daIOa, 38AW. 02f Wo" M Yee M +401d0 K"�`' _ i - 8 8ar" 130 w Fxpnpm ork aM 811de1g Oae Doer VMyA 24wol'0)P Sittig pee Door (7r 192.) 054"01a2 No VN M +"Pm F' "?m•.� , -.Cy �l+-�T� 4 Very)Bogle Penal Fend NJ'Dar(31*1y,47.12'a 02HO2082 No Vag No +25.26 ,I 00 . Cd '1:i 8612'} Gl h•p m v va 4Ni1 Ix # M ti.. 4o y w rt c � ro o 0 (D .�rrJ Z CI O L > CDL O L }� O L Y) L) m O W� ¢ z J z J d SHEET N0, March 6, 2023 PA 1.2 i (/) U _0 Q Simpson Strong -Tie 2020 FBC Approved Products Updated 12fS02020 � Simpson Strong -Tie 2020 FBC Approved Products Updated ,zaorzozo � Sim son Stron Tie 2020 FBC A roved Products p g- pp Updated ,2rsorzozo Simpson Strong -Tie 2020 FBG Approved Products Updated 12/302020 Q O 0 ® For direct Inks to all SST approvals Wed below. CLICK HERE For drect links to all SST approvals Isted below, CLICK HERE. _ For direct Inks to all SST approvals listed belay, CLICK HERE ® For direct links to all SST approvals listed belay, CLICK HERE- -10 Far additional information regarding Florida's Statewide Product Approval System and Man -Dade County Notice of Acceptance INCA), CLICK HERE. For additional information regarding Florida's Statewide Product Approval System and Miami -Dade County Notice of Acceptance RICA). CLICK HERE . For additional Information regarding Florida's Statewide Product Approval System and Mom -Dade County Notice or AcceptanCe (NOA). CLICK HERE For additional information regarding Florida's Statewide Product Approval System and Mlam-Dade County Notice or Acceptance (HOA). LUCK HERE .0)U N � W FL#2355-R7 FL#10446-R6 FL#104WR5 11 HUS; HUSC series hangers Face -mount hangers available in Widths ranging from 1.518" to 3- C =3 U cu Cl) 9116" and heights ranging from 45116" to 11" Concealed flange 3eo M Product Model. Number or Name Product Description Sea # Product Model. Number or Name Product Description §Mfi Product Model, Number or Name Product Description version (HUSC) available for models having width equalto or O O "L 1 Titan Stainless Steel Concrete 8 Masonry Scree/ (TTN-SS) 1/4"diameter Titan stainless steel masonry screw 1 A21. A23, A33.. A34. A35, A44 Angles 1 BT, BTB. BTH Brick Tres greaterthan 3-9/16" >` O nnn ��) 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 1.78" to 3- Q 3 APB44, APB44R, APV866, APB60R.. APBW, APB88R, APB1010, AP6101 OR, APV644, Outdoor Accents Post Bases 3 CS14, CS16, CS18. CS20, C522 Coiled Straps 513" and heights ranging from 9.1 /4" to 16" O � _ 1`09569 R6 APVB44R, APVB66. APVB66R, APV888, APV888R, APVB101Q APVB101 OR 4 CSHP18, CSHP20 Coiled Straps 13 LGU325-SDS, LGU3.83-SDS, LGU5.25-SDS Face -mount hangers (1� O :.err `- M 4 APDJT2-4. APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2RA, APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 Cam pressionlfension Strap 14 LU24, LU26, LU28, LU210 Face -mount hangers (a O Sea X Product Model- Number or Name Product Description APVDJT2R-6 6 DSP, SSP, TSP Stud to Plate be 15 LUC26Z. LUC21 OZ Face -mount hangers 1 SD10112DBB Outdoor Accents Connector Screw 6 APHH45, APHH46R.. APHH610. APHH61 OR Outdoor Accents Heavy Hanger 7 H1, H10A, H2.5A, H3, H6, H7Z, H16. H16S, H15-2, H 16-2S Hurricane Ties 16 LUS series hangers Face -mount hangers available in widths ranging from 1-9116" to 4- � L 2 SD9112, SD9212, SD10112, SD10212 Slrong-Drive SD Connector Screw 6 APL4, APL6, APT4, APT6, APVL4, APVL6, APVT4, APVT6 Outdoor Accents L and T Beam -to -Column Ties 8 HGT-2, HGT-3, HGT-4 Heavy Girder Tiedown 5/8" and heights ranging from 3" to 10-15116" 3 SD9112SS, SD9212SS Strong -Drive SD Connector SS Screw 7 APLH24, APLH24R, APLH26, APLH26R, APLH210.. APLH21OR Outdoor Accents Light Hangers 9 HS24 Hurricane Tie 17 MGU3.63-SDS, MGU5.25-SDS, MGU5.50-SDS, MGU5.62-SDS, MGU7.00-SDS Face -mount hangers 4 SDCF22434. SDCF22512. SDCF22614, SDCF22700, SDCF22858, SDCF221014, Strong -Drive SDCP Timber-CF Screw 8 BVLZ Brick Veneer Ledger Connector 10 HSS2SDS1 5, HSS2-2-SDS3, HSS2.3-SDS3, HSS4-SDS3 Heavy Stud Shoe 18 MIU series hangers Face -mount hangers available in wdths ranging from 1.9116" to 5- SDCF221134, SDCF221334. SDCF271958. SMF272358 9 CBT2Z. CBT4Z Concealed Beam Ties 11 HST2, HST3, HST5. HST6 Straight Straps 1/6" and heights ranging from 6-16116" to 18-11T. 5 SDCP22434, SDCP22512L SDCP22614, SDCP22700. SDCP22858, SDCP22912, Strong-Drve SDCP Timber-CP Screw 10 CJT3Z, CJT4Z CJT5Z, GJT6Z Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28 HTS30, HTS30C Heavy Twist Strap 19 MUS26 MUS26 Face -mount hangers SDCP221100, SDCP221134, SDCP271400 11 DJT14 Deck Joist Tie 13 HTSQ18KTZ, HTS020KTZ Heavy Twist Strap 20 SUR. SUL, SURC. SULC series hangers Skewed face -mount hangers available in widths ranging from 1 - 6 SDHR27400, SDHR27614, SDHR31400, SOHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Stop 14 LFTA Light Floor Tie Anchor 9/16" to 3-9116" and heights ranging from 3-1 M 6'to 13-3/4" 7 SDS25112. SDS25134, SDS25200, SDS25212, SDS25300, SDS25312, SDS25412. 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 (SURC, SULC) available for all double SDS25500 SDS25600, SOS25800 14 FWANZ Foundation Wall Angles 16 LST149, LSTI73 Straight Straps 2X and 4X models; on ly acute flange is concealed. le 8 SDS25112SS, SDS25200SS, SDS25212SS, SDS253COSS. SDS25312SS Strong -Drive SDS Heavy -Duty Connector SS Screw 15 GA1. 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, SDWF2726, SDWF2730 Strong -Drive SDWF Floor -to -Floor Screw 16 H2A, H2.5T, H8, H10A-2, H10S, H14, HGA10 Hurricane Ties 18 LTS12, LTS16, LTS18, LTS20 Light Twist Strap 5" and heights ranging from 2-5/8" to 11.114" 17 18 HCJTZ HH4, HH6 Heavy Concealed Joist Tie Header Hangers 19 20 MGT MST27, MST37, MST48, MST60, MST72 Medium Girder Tiedown Straight Straps FL#10007-R6 19 KBS1Z Knee -Brace Stabilizer 21 MSTA9, MSTA12 MSTA15. MSTA18, MSTA21, MSTA24, MSTA30. MSTA36. MSTA49 Straight Straps FL#10667-R6 20 1-30, L50, L70. L90 Angles 22 MSTC281 MSTC40 MSTC52. MSTC66, MSTC78 Straight Straps §W Product Model. Number or Name Product Description 21 LCE4 Post Cap 23 MSTC4883, MSTC6683 Pre -Bent Straps Sea X Product Model. Number or Name Product Description 1 ATR318, ATR1/Z ATR518. ATR314 Threaded Rods 22 LS30, LS50, LS70, LS90 Skeri Angles 24 MSTI26, MST136, MSTI48, MSTI60, MSTI72 Straight Straps 1 BA series hangers Top flange hangers available in widths ranging from 1-9116" to 7- 2 ATUD5, ATUDS-2, ATUD9, ATUDi ATUD9-3, ATUD14, ATUD14-2 Aluminum Take -Up Device 23 LSCZ Adjustable Stair Stringer Connector 25 MTS12, MTS16, MTS18, MTS20, MTS24C, MTS30, MTS30C Medium Twist Strap 118" and heights ranging from 7-1/8" to 37. 3 SP316-2, BP112, BP1/2-3.. BP5/8-2, BP5/8-3.. BP314, BP3/4-3, BPRTUD3-4 Bearing Plates 24 LSSJ261-Z, LSSJ26RZ, LSSJ28LZ. LSSJ28RZ. LSSJ21OLZ, LSSJ21ORZ Field Adjustable Jack Hanger 26 NCA2x10-12, NCA2x12-12, NCA2x8-16, NCA200-16, NCA2x12-16 Bridging 2 DGBF series hangers Top flange hangers available in widths ranging from 3 516" to 7- 4 CNW318 CNW112 CNVY318L CNW3/4, CNW5/8-1/2, CNW314-5/8 Coupler Nuts 25 LSSRi 81, LSSR21, LSSR2.37, LSSR2.56, LSSR210-2, LSSR410 Field Adjustable SlopeablelSkewable Hanger 27 RCWB12, RCWB14 Wall Bracing its" and heights ranging from 9-1/4" to 24", 5 CTUD55, CTUD65, CTUD66. CTUD75. CTUD76, CTUD77, CTUD87, CTUD88. CTUD97. Coupling Take -Up Device 26 LTP4, LTP5 Tie Plates 28 RPS18, RPS22. RPS28 Repair Plate Strap 3 DGF series hangers Top flange hangers available in widths ranging from 1-112'to 3- CTUD98, CTUD99 27 ML23Z, NI-247, ML28Z, ML28Z, ML2107 Angles 29 RSP4 Stud to Plate Connector 518" and heights ranging from 7-1/4" to 24". 6 N3, N4, N5, N6 Heavy Hex Nuts 28 MMH8 Roof Tie -Down 30 SP1. SP2, SP4, SP6, SPS Stud Plate Tie 4 DGHF series hangers Top flange hangers available in wdths ranging from 1-3/4" to 3- 7 RTUD3, RTUD3B, RTUD4, RTUD413 RTUDS, RTUD6, RTUD7, RTUD8 Ratcheting Take -Up Device 29 MMHC Hinged Roof Connector 31 SPH4, SPH6, SPHS Heavy Stud Plate Tie 518" and heights ranging from 9-1/4" to 24" 8 TUD9, TUD10 Take -Up Device 30 MMLU26, MMLU26.2, MMLU28 MMLU28.2, MMLU210, MMLU1211, MMLUI39, MMLU1311 Face -Mount Hangers 32 SS1.5, SS2.5.. SS3, SS4.5 Stud Shoe 5 EG5, EG7, EG9 sores hangers Top flange hangers available in widths ranging from 5-1/4" to 8- 9 TUW38 Take -Up Washer 31 RBC, RBCP Roof Boundary Gips 33 ST9, ST12, ST18. ST22, ST292. ST2122, ST2115. ST2215, ST6215, ST6224, ST6236 Straight Straps 7f8" and heights ranging from 11"to 32-112" 10 URS3 3/8" Uplift Rod Run Tiedown System 32 RST-3 Roof Tie -Down 34 TB20, TB27, TB30, TB36, TB42, TB48 T654, TB56 TB60 Tension Bridging 6 EGO series hangers Top flange hangers available m wdths ranging from 3-618" to 7- 11 URS4 1f2" Uplift Rod Run Tiedown System 33 RTC22Z, RTC42, RTC2Z, R7C44 Rigid Tie Connectors 35 TWB10, TW612, TW614 Wall Bracing 1/4" and heights ranging from 11-tr4" to 32' 12 URS5 518" Uplift Rod Run Tacks System 34 STC, STCT, OTC, HTC4 Truss Clips 36 VGT, VGTR, VGTL Variable Pitch Girder Tedown 7 GLS series hangers Saddle hangers available in widths ranging from 3-114" to 6-78" 13 URS6 314" Uplift Rod Run Tedown System 35 TJC37, TJC57 Truss Jack Clips 37 W6106, W8106C, W5126, W6126C, WB1430 Well Bracing and heights ranging from 8-1/2" to 28". 36 Z2, Z4, Z44 Panel Stiffener Chps 8 GLTV series hangers Top flange hangers available in wdths ranging from 3-1/4" to 7- 1f8" and heights ranging from 11"to 32" FL#10441-R6 FL11110531-R5 9 HB series hangers Top flange hangers available m wdths ranging from 1-9116" to 7- FL#10447-R5 112" and heights ranging from 8" to 30" 8S o N Product Model. Number or Name Product Descrlotlon Sea X Product Model. Number or Name Product Description 10 HGLS series hangers Saddle hangers available in alidths ranging from 5-114" to 8-7/8" 1 DTT2 Hold-down Sag # Product Model, Number or Name Product Description 1 CBH2.37x5 5, CBH2 37x7 63. C13H2.37x9.75 Concealed hangers and heights ranging from 10-112" to 28". 2 HOC10/4, HDC10/22 Hold-down 1 AHEP Adjustable Hip -End Connector 2 DU, DHU, DH UTF series hangers Face -mount (DU, DHU) and tap -flange (DHSTF) hangers 11 HGLT series hangers Top flange hangers available in wdths ranging from 3-114" to 8- 3 HDQ8, HHDQ11, HHDQ14 Hold-down 2 DSC2R-SDS3, DSC2L-SDS3, DSC5R-SDS3, DSCSL-SDS3 Drag Strut Connectors available in widths ranging from 1-9/16" to 3-9/16" and heights 7/B" and heights ranging from 7-1/7'to 32' 4 HDU2, HDU4, HDU5, HDU8, HDU11, HDU14 Hold-down 3 GBC Gable Brace Connector ranging from 9.1/8" to 23.15/113". 12 HGLTV series hangers Top flange hangers available in wdths ranging from 3-1/4" to 7- 5 HPA28, HPA35 Strap -style purlin anchor 4 HCP1.81, HCP2, HCP4 Hip Corner Plate 3 HGU3,63-SDS, HGU5.25-SDS. HGU5.50•SDS, HGU5.62SDS, HGU7.00-SDS, HGU7.25- Face -mount hangers 1/8" and heights ranging from 14" to 33" 6 LSTHD8_ LSTHD8RJ Strap -style hold-down 5 HHRC2-2. HHRC42, HHRC42-2. HHRC411 81, HHRC44, HHRCS 25f325, HHRC5 3713 12, Heavy Hip to Ridge Connectors SDS, HGU9.00-SDS 13 HIT series hangers Top flange hangers available in widths ranging from 2-5/18" to 3- 7 MASA, MASAP Foundation anchor strap HHRC66 4 HGUS series hangers Face -mount hangers available in widths ranging from 1.5/8" to 7• 9116" and heights ranging from 18" to 26' 8 MPA132, MPA144 Strap -style purlin anchor 6 HRC1.81, HRC22 Hp Ridge Connector 3/8" and heights ranging from 55116" to 12-7/8", 14 HUSTF series hangers Top flange joist hangers available in widths ranging from 3-118" to 9 Pi PA23, PA28, PA35, Pi PA68 Strap -style purlin anchor 7 LRU26, LRU28 LRU210, LRU212 Rafter Hanger 5 HHGU5.25-SDS, HHGU5 50-SDS HHGU5.62-SDS, HHGU7 00-SDS HHGU7.25-SDS, Face -mount hangers 3-916" and heights ranging from 5-318" to 13-118" 10 PAI18, PAI23, PA128, PA135 Strap -style purlin anchor 8 LSU26, LSSU2a, LSSU210 Light Slopeable/Skewable U Hanger HHGU9,OOSDS 15 HUTF, HUCTF series hangers Top flange hangers available in wdths ranging from 1-9116" to 5- 11 STHD10 STHDIDRJ Strap -style hold-down 9 TBE4, TBE6 Truss Bearing Enhancer 6 HHUS26.2, HHUS28.2, HHUS210.2, HHUS46, HHUS48, HHUS410, HHUS5.50110, Face -mount hangers 112" and heights ranging from 3-7/16" to 15". Concealed flange 12 STHD14. STHD14RJ Strap -style hold-down 10 TC24, TC26. TC28 Truss Clip PH US7.25110 version (HUCTF) availablefar all models having width equal to or 11 THA29, THA213, THA218, THA218-2. THA222-2, THA413, THA418, THAC418, THA422, Adjustable Truss Hanger r HSUR. HSUL, HSURC, HSULC sores hangers Skewed face -mount hangers available in widths ranging from 3- greater than 2-9/16". THAC422 THA426, THA422-2, THA426-2 - 1f8" to 5-1/8" and heights ranging from 4-314" to 15-3/4". 16 HWP series hangers Top flange hangers available in widths ranging from 1 -9/16" to 7- 12 THAI1.81f22, THAl2 06122, THAl2 1122, THA1222, THA1322, THA13522, THAI422 Adjustable Truss Hanger Sized for I -Joists Concealed flange version (HSURC, HSULC) available for all 1/8" and heights ranging from 5.3/8" to 26" 13 THAL422, THAR422 Skewed Truss Hanger double 2X and 4X models; only acute flange is concealed 17 HWPH series hangers Top flange hangers available In wdths ranging from 1-9116" to 7- (- J 14 THJA26, LTHJA26, LTHMA Multiple Truss Hangers 8 HTU26.. HTU28, HTU210, HTU26-2, HTU28-2, HTU210 2 Face -mount hangers 1/2" and heights ranging from 5.3/8" to 32" 15 THJM2-4SDS3, THJM2-5S0S3, THJU26 THJU26-W Multiple Truss Hangers P 9 9 HU, HUC series hangers Face -mount hangers available in wdths ranging from 1-9/16" to 7- 18 ITS series hangers Top flange hangers available in widths ranging from 1-9116" to 3- 00 ' 16 TSBR2-24 Truss Spacer -Restraint 1/2" and heights ranging from 2-7/8" to 19.114'- Concealed flange 5/8" and heights ranging from 9-1/8" to 16' 17 VPA2, VPA25, VPA3, VPA35, VPA4 Variable Pitch Connectors version (HUC) available for all models having width equal t1 or 19 JB series hangers Top flange hangers available in width of 1-9f16" and heights 18 VTCR Valley Truss Clip greater than 2-9/16" ranging from 5.3/8" to 7.14' (-- 2f o r� 10 HUCQ1 B1/9SOS, HUCQ1.81/11-SDS, HUCQ210-2-SDS, HUCO2103SDS. HUCQ310- Face -mount hangers 20 J13A series hangers Top flange hangers available in width of 1-9115' and heights r� C SDS, HUCC410-SDS, HUC0412-SDS, HUCQ5 2"-SDS, HUC05.25111-SDS, HUCQ610- ranging from 9-311f3" tu 13-118" c c o SDS, HUC0612-SDS y m c N 'A C- -fir cc 47 O r7 ..q N � C7 C -✓_ Q fa y m LL cs y. rn Cc ro o ci 'd Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 PM MEN, Simpson Strong -Tie 2020 FBC Approved Products Updated 12/30/2020 � Simpson Strong -Tie Tie 2020 FBC Approved Products p g- pp updated 12)W/202o FIE-34", Simpson Strong -Tie 2020 FBC Approved Products Updated,2w30w202o ®For direct Inks to all SST approvals Feted below, CLICK HERE. _ For direct linksto ell SST approvals fisted belovo, CLICK HERE. Fa direct Inks to all SST approvals listed belay, CLICK HERE. For direct links to all SST approvals listed below: CLICK HERE. For additional information regarding Flmda's Statewide Product Approval System and Main -Dade County Notice of Acceptance (NOA).: LI HERE. " For additional mformadon regarding Florida's Statewide Product Approval System and Main -Dade Canty Notice of Acceptance (NOA), CK HERE. " For additional information regarding Florida's Statewide Product Approval System and Miami -Dade County Notice of Acceptance INCA). LUCK HERE. - For additional information regarding Florida's Statewide Product Approval System and Man -Dade Canty Notice of Acceptance (NOA). CLICK HERE, 21 LB series hangers Top flange hangers available in width of 1-9/16" and heights FL#11468-R5 18 S/LBV1.56, S/LBV1.81, S1LBV2.06, SILBV2.37, SILBV2.56, S1LBV2.68, S1LBV3.12, Top Flange Joist Hangers 5 SET-XP Adhesive Anchor for concrete ranging from 5-3f8" to 15-1/8" S/LBV3.56, S/LBV3 62, SILBV4.06. S/LBV4 12, S/LBV4.28, SILBV4.75. S/L8V5.50 6 Strong -Bolt 2 (ST82, STB2.4SS, 137`82.6SS) Strong -Soh 2 Wedge Anchor for concrete available in carbon 22 LBAZ series hangers Top flange hangers available in width of 1-9116" and heights Sag iI Product Model, Number or Name Product DescHot lon 19 SILTT20, S/DTT2Z, S/HIT714, HTT4, HTT5 Holdowns steel and Types 304 and 316 stainless steel ranging from 9-3116" to 13-1/8" 1 HHUS210-3, HHUS210-4 Joist Hanger 20 S/MST60, SIMS772 Straps 118 mil (10 ga) 7 Titan HD (THD-H, THD-HMG, THD-H4SS, THD-H6SS, THD-CS, THD-CSSSS) Then HD Heavy Duty Screw Anchorfor concrete and masonry 23 LEG3 LEGS, LEG7 series hangers Top flange hangers available in wdths ranging from 3-1/4" to 6- 2 HRS6 HRSB, HRS12 Strap Ties 21 SP4. SP5 Stud Plate Ties available w8h hex head in carbon steel and Types 304 and 316 7M" and heights ranging from 9" to 33-1 r7' 3 HU00210-2-SDS, HUCO210-3-SDS, HUC0310-SDS Joist Hanger 22 SSP, DSP, TSP Stud Plate Ties stainless steel, or with countersunk head in carbon steel and 24 MEG5, MEG7 series hangers Top flange hangers available in wdths ranging from 5-1/4" to 6- 4 THGB2, TH063, THGBH2, THGBH3. THGBH4 Joist Hanger 23 STC. DTC Truss Clip Type 316 stainless steel 7/8" and heights ranging from 9" to 32-1/7' 5 THG02-SDS3, THGQ3-SDS4.5, THGQH2SDS3, THGQH3-SDS4 5, THGQH4-SDSB Joist Hanger 24 TBD22 Truss Brace Diagonal 8 TRen HD Rod Coupler (rHD37634RC, THD50934RC) Then HD Threaded Rod Coupler for concrete 25 MIT senes hangers Top flange hangers available in wdths ranging from 1-9/16" to 5- 6 THGW3-3, THGW3-4, THGW4-3, THGW44 Joist Hanger 25 TJC37 Truss Jack Connector 9 Titan HD Threaded Rod Hanger (THDB25158RH, THD837158RH, THD37212RH. Titan HD Threaded Rod Hanger for concrete 118" and heights ranging from 9-114" to 24" THD50234RH, THD10212RH) 26 PF, PFB, PFDB, PFDSB series hangers Top flange hangers available in width of 1 9116" and heights 10 Wedge -Ali (WA) Wedge -All Anchor for masonry ranging from 3-318" to 7 16" FL#11473-R5 FL#13904-R5 CD 27 28 RR WP series hangers Ridge rafter connector Top flange hangers available in wdths ranging from 1.9/16" to 7- Sea JE Product Model. Number or Name Product Description Sec S Product Model. Number or Name Product Description FL#16230.R8 118" and heights ranging 9-1/4'to 32". 1 DETAL20 Double Embedded Truss Anchor 1 CCQM3.62-SDSHDG, CCQM4.62-SDSHDG, CCQM5.50-SDSHDG, CCTQM3.62-SDSG, Masonry Pier Caps 2 FGTR, FGTRHL. FGTRHR Girder Retrofit Anchor CCTQM4 62-SDSG CCTQM5.5C-SDSG, CCCQM3 62-SDSG CCCQM462-SDSG. Sea # Product Model, Number or Name Product Description 3 H16, H16S, H18-2. H16-2S Hurricane Tie CCCQW.50-SDSG 1 AT-XP AT-XP High -Strength Acrylic Adhesive for concrete or masonry FL#10860-R5 4 HETA12, HETA16, HETA20, HF-TA24. HETA40 Embedded Truss Anchor 2 ECCLQM3.62G-KT, ECCLOM4.62G-KT, ECCLQM5.50G-KT, ECCLLOMD3.62G-KT, Masonry Pier Caps 2 ET -HP ET -HP Epoxy Adhesive for masonry 5 HETALI2, HETALI6, HETAL20 Embedded Truss Anchor ECCLLQMD4.62G-KT, ECCLLQMD5.50G-KT. EGCLRQMD3.62G-KT, ECCLRQMD4.62G- 3 SET-XP SET-XP Hgh-Strength Epoxy Adhesive for masonry S8C # Product Model. Number or Name - Product Description 6 HGA 1 HM M 0, 9 Masonry retrofit connectors y KT, ECCLRQMD5.50G-KT d - S Strong Bolt 2 (.TB2) Strong -Bolt 2 Wedge Anchorfor masonry }a 1 ABA44 ABA44R, ABA46, ABA46R. ABA66. ABA86R Adjustable Post Base 7 HHETAI6, HHETA20, HHETA24, HHETA40 Heavy Embedded Truss Anchor 3 HGUMS 25, HGUM5.50, HGUM7 00. HGUM7.25, HGUM9 00 Heavy Masonry Hangers 5 Titen 2 (17N2) Tiben 2 Screw Anchor for Concrete 2 ABU44, ABU44R, ABU46, ABU46R, ABU5.5 ABU5-6 ABU65. ABU66 ABU66R ABU88, Adjustable Post Base 8 LGT2, LGT3-SDS2 5, LGT4SDS3 Girder Tiedown 4 LGUM26.2. LGUM26-3 LGUM26-4, LGUM28-2, LGUM28-3, LGUM28-4, LGUM:210-2 Masonry Beam Hangers 6 TRen HD (fHD-H4SS, THD•H6S5. THD-CS6SS) Titan HD Heavy -Duty ScreNAnchor for concrete available in 304 ABUBBR, ABU1010 ABU101OR. ABU1212, ABU1212R 9 LTA2 Lateral Truss Anchor LGUM21C-3, LGUM210-4, LGUM46 LGUM48. LGUM41C or 316 stainless steel with hex head, and 316 stainless steel with 3 4 ABW44Z, ABW44RZ, ABW46Z, ABW46RZ, ABW66Z, ABW66RZ, ABW7-7 AC4, AC4R, ACE4, AGO, AC6R, ACE6 Adjustable Post Base Post Cap 10 11 META12, META16, META18, META20, META24 MEfA40 MSTAM24, MSTAM36, MSTCM40, MSTCM60 Embedded Truss Anchor Strap Tie for Masonry 5 MBHA3.12/9 25, MBHA3.12/11.25. MBHA3.56/7 25, MBHA3 561925. MBHA3.513111.25 MBHA3.56/11.88, MBHA3.56114, MBHA3.56f16, MBHA3.56M8, MBHA5.5Cr7.25, Masonry Top Flange Beam Hangers 7 Titan Turbo (TNT) countersunk head Then Turbo Screw Anchor for concrete or masonry I w V, BC4, BC46. BC4R, BC6. SC6R, 3C8 SCS2-2/4. BGS2-3/6 Post Cap 12 MTSM16, MTSM20, HTSM16. HTSM20 Tvnst Strap for Masonry MBHA5.50/9. 25, MBHA5.5&11 25, MBHA5.50/11 88. MBHA5.50M 4. MBHA5. 50118, 6 C844, CB48, C648, C868, C088 Embedded Column Base MBHA5.50118 7 C8SQ44-SDS2, C65045-SDS2. CBSQ66-SDS2, CBS086-SD52, CBS088-SDS2 Embedded Column Base 6 MBHU3.56/9.25, MBHU3Z611125, MBHU3,56111.88. MBH1J3.56114. MBHU3,56/16, MBHU3.56/18, MBHU5 5019. 25, MBHU5. E0111. 25, MBHU5.50M 1 88. MBHU5.50114, Masonry Beam Hangers FL#16937-R3 8 CC, EGO, ECCU Series Bolted column caps with W1 ranging from 3.114" to 9.1/2" and W2 ranging from 3-5/8" to 7-112" FL#11496-RS MBHU5 50116, MBHU5.50118 Sea # Product Model. Number or Name Product Descrlotlon O 9 CCQ-SDS2.5, C-COO-SO82.5 Series Screwed column caps with W1 ranging from 3.1 /4" to 9-1f2" and Sea # Product Model. Number or Nome Product Descriptlon 1 X3481016.5K X1 S1 D16, X1 B1016-41K, X01 S1016, XQi 81016.41K #10-16 Strong -Drive X Metal Self -Drilling, Tapping Screws with #3 L W2 ranging from 3.5f8" to 7-112" 1 DTT1Z Deck Tension Tie Drill Point 0- 10 CPT44Z, CPT66Z, CPT887 Concealed Post Tie Base 2 H012. H019 Bolted Holdowns FL#13975-R6 2 XL0114TI224L XLQ11481224-2K #12.24 Strong -Drive XL Large -Head Metal Self -Drilling, Tapping 11 12 EPB44A, EP844, EPB46, EPB66 EPS4Z Embedded Post Base Embedded Post Base 3 4 HD3B.. HD5B HD7B. HD9B HTT4, HTTS, HTT5-3/4 Bolted Holdcwns Tension Ties Seg # Product Model. Number or Name Product Description 3 XM0114S1224, XMQi 14B1224-2K Sci with #6 Drill Point and Large Diameter Hex Washer Head 412-24 Strong -Drive XM Medium -Head Metal Self -Drilling, O 13 LCB44, LCB66 Embedded Column Base 5 LTT19, LTT20B, LTTI31 Light Tension Ties 1 SDW22300, SDW22338, SOW22438, SDW22458, SDW22500. SDW226O0, SDW22638, Strong -Drive SOW EWP-PLY and TRUSS -PLY Screws Tapping Screws with #5 Drill Point and Medium Diameter Hex 14 LPC4Z, LPC6Z Light Post Cap SDW228U 4 X0114S1224. X011481224-2SK X114S1224. XQ112S1224, XQ11261224-2K #12-24 Strong -Drive X Metal Self -Drilling, Tapping Screws with #5 Drill Point r� 15 MP644Z, MPS66Z, MPS88Z Moment Post Base 2 SDWC15450 SDWC15800 Strong -Drive SDWC TRUSS Screw 16 PB44, PB44R, PB46, PB66, PB66R Embedded Post Base FL#13628-R5 3 SDWH19300DB, SDWH19400DB, SDWH196OODB, SDWH1980OD8. SUWHI91000DE Strong -Drive SDWH TIMBER -HEX Screw 5 XU34S1016. XU34B1016-5K #10-16 Strong-Dnve XU Metal Seff-Drilling. Tapping Screws with 17 PBS44A, PBS46. PBS66 Embedded Post Base 4 SDVVH274000, SDWH276000, SDWH275000, SDWH271000G, SDWH271200G Strong -Drive SDWH TIMBER -HEX HDG Screw #1 Drill Point 18 PBV6. PBVIO Round Post Base Sea # 1 Product Model. Numberor Name SB518x24, SB7/8x24, 5B1x3C Product Description SB Anchor Bolts 5 6 SDWS16212, SDWS16300, SDWS16312, SDWS16400 SDWS119800, SDWS19712, SDWS2240D,SDWS22500. SDWS22512, SDWS22600 Strong -Dive SOWS FRAMING Screw Strong SDWS TIMBER Screw Grade) O 19 PC44-16, PC46-18, PC48-16. PC64-16, PC66-16 EPC44-16 EPC46-16. EPC48-15, EPC84-16; EPCOS-18 Post Cap 2 SSTB16, SST820, SSTB24. SSTB28, SSTB34, SSTB36 SSTB1 OL, SSTB2OL, SSTB24L. SSTB Anchor Baits SDWS22800, SDWS22900, SOWS221000, SOWS221100, SDWS221200, SDWS221 SOO -Drive (Interior FL#35320.RO L 2D FC4Z PC4RZ, PC82, PCBRZ, PC8Z, PC8RZ. EPC4Z, EPC4RZ, EPCBZ, EPC6RZ. EPC8Z. Post Cap SSTB28L 7 SDWSF2300DB. SDW52240OD13 SDWS2250008. SDWS2260ODB, SDWS2280CDB, Strong -Drive SDWS TIMBER Screw (Exterior Grade) EPC8RZ SDWS221000DB Sea # Product Model. Number or Name Product Description 21 PPB44-4Z PPB44-6Z Post Base 8 SDWS22312OBB, SDWS225120BO Outdoor Accents Structural Wood Screw 1 DSSC843.5 DSSC046, DSSCB48, DSHS Bypass Framing Drift Strut Connector 22 RPBZ Retrofit Post Base FL#13872-R4 9 SDWS2730OSS, SDWS27400SS. SDWS2750OSS, SDWS2760OSS SDWS27800SS, Strong -Drive SDWS TIMBER SS Screw 2 FCB415 FC645.5, FCB47 5 FCB49-5, FCB411 5 Bypass Framing Fired -Clip Connector '^ Sag # Product Model, Numberor Name Product Description 10 SDWS27100DSS, SDWS27120OSS SDWV13400 Strong SDWV SOLE Screw 3 FPHSD34S1016, FPHSD3481016, FPHSD34B1015-5K. FPHSD34S1214, FPHSD34B1214, FPHSD34BI2145K #10-16 and #12-14 Strong -Drive FPHSD Framing -to CFS Self- Drilling, Tapping Screws V, ICU FL#10866-R5 1 CMST12, CMST14. CMSTCI6, CS14. CS16, CS18, CS20, CS22 Coiled Straps 11 STN22 -Drive -TO -RIM Outdoor Accents Hex -Head Washer 4 LSFC2.25, LSFC4 25, LSFC6.25, SFC2 25, SF(-4 25. SFCB 25 Steel Framing Connector 2 HRS6. HRS8. HRS12, FHA6, FHA9, FHAl2, FHA18. FHA24, FHA30, MSTI26, MST136, Straps 97 mil (12 ga) 5 LSSC4.25, LSSC6. 25, SSC2.25, SSC4.25 SSC6.25 MSSC2-25, MSSC4.25. MSSC6.25, Stael Stud Connectors Sea # Product Model. Number or Name Product Description MSTI48, MSTI6o, MSTI72, S/MST27, S/MST37, SIMST48 MSSG425KW, MISSC6 25KW C`I 1 FJA, FSA Foundation Anchor 3 HTS16, HTS20, HTS24, HTS28. HTS30, HTS30C Heavy Twist Straps FL#15311 6 RCKW3, RCKW5 5, RCKW7 5, RCKW3S. RCKW5 5S Rigid Knee Wall Connector 2 FRFP Flat Retrofit Foundation Plate 4 LSTA30, LSTA38, LSTI49, LSTI73, MSTA9, MSTA12, MSTA15, MSTA18. MSTA21, MSTA24 Straps 43 mil (18 ga) 7 SCB43 5, SCS45 5, SCS47 5, SCB49 5, SC6411 5. MSC 345.5, MSCS47 5 Bypass Framing Slide -Clip Connector 3 GH46-6, GH46-8, GH48-6. GH48-8, GH410-6, GH410-8. GH66-6. GH66-8, GH68-6, GH68- Girder Hanger 5 LSTA9, LSTA12. LSTA15, LSTA18, LSTA21. LSTA24, ST292, ST2122 ST2115. ST2215 Straps 33 mil (20 ga) §2gg Product Model. Number or Name Product Descrlotlon 8 SCS32-5197, SCS62-5/97.. SCS62-5M 18. SCS82-51118 Bypass Framing Connector 8, GH610-6, GH610-8 6 LSUBH325, SUSH3 25. MSUBH3 25 Bridging Connector 1 AS 18. AS 18S5, AS 18SB 18 ga Truss Plates 9 SCW3.25, SCW5.5 Head -of -Wall Slide -Clip Connector 4 GLB5A, GLB5B, GL85C, GLB5D GLB7A, GL67B, GL67C, GLB7D Glulam Bearing Pleie 7 LTP5 Lateral Tie Plate 2 AS 20HS 20 ga. High Strength Truss Plate 10 SJC8.25, SJC10.25, MSJC8.25, MSJC10.26 Steel Joist Connectors L 5 GLBT512; G6LT612, GLBT518, GBL7616, GLBT520. GBLTS20 Gulam Bearing Plate 8 LTS12, LTS16, LTS18, LTS20 Light Toast Straps 3 AS-20 20 ga Truss Plate 11 SSB3.518 Bypass Framing Slide -Clip Strut Connector O 6 HGLBA, HGLBB. HGLBC. HGLBD Heavy GlulaBearing Plate m 9 M STA30, MSTA36, ST6215, ST6224. ST9, ST12. ST18, ST22, MSTC28, MSTC-40, MSTC52 Straps 54 mil (16 ga) 4 ASHP Hinge Plate Connector 12 XLSH34B1414, XLSH7861414 #14-14 Strong -Drive XLSH Shouldered Self -Drilling, Tapping 7 HGT-2, HGT-3, HGT-4 Heavy Girder Tedoam 10 MSTC66; MSTC78, S76236 Straps 68 mil (14 go) Saews LLI 8 UFP10-SDS3 Universal Foundation Plate 11 MTS12, MTS16, MTS18 MTS20 MTS30, M7S24C, MTS30C Medium Twist Straps 13 XQ1S1016, XQ181016-4K. XQ1S1214 X01131214-3 5K, XQ78S1224, XQ7881224-3K, 410-16 412-14 and 012-24 Strong -Drive X Metal Self -Drilling, 9 URFP Universal Retrofit Foundation Plate 12 S1B1.56, S81.81, S/B2.06, &B2,37, 5132.56, S1B2.68, SIB3.12, S1133.56, 6/B3.62, S184.06, S/B4.12, S/64.28, SIB4.75, S/65.50 Top Flange Joist Hangers FL#15730-R4 X0114SI224. XQi 14131224-2 5K, XQ112S1224, XQ112B1224-2K, X3481016-5K XiS1016, X161016.4K. X1S1214, XlB1214.3 5K Tapping Screws Q 13 SIBA2.1218, S/BA2.12/10. SIBA2.12112, SIBA2.12/14, S/BA4.18/8.. S/BA4.18110, Top Flange Joist Hangers §W Product Model- Number or Name Product Description Z J S/BA4.18/12, S/BA4.18/14 1 ET -HP Adhesive Anchor for concrete Z 14 S1H1A Hurricane Tie 2 GAG, GDP, GDPM-50, GDPM-75, GOPM-100, COPS, GW-50. GW-75, GW-100. GTH Gas -actuated fasteners and assemblies 15 S/HD5S, S/HD88, SIHD10S S/HD109, S/HD15S, S/HD15B Holdowns 3 PDPA, PDPA-K, PDPA-MG, PDPAT, PDPAT-K, PINW, PINWP, PINWP-W, PDPAWL, Powder -actuated fasteners threaded studs, and assemblies 16 SIHDU4, S1HDU6, SIHDU9, SIHOUI I Holdowns PDPAWL MG, PSVL3, PSVL3-K, PCLDPA, PECLDPA, PTRHA3, PTRHA4 J 17 S/JCT, S/HJCT Joist Hangers 4 SET-3G Adhesive Anchor for concrete a SHEET NO. March 6, 2023 PA 1.3 - - __ - - ___ - ! - , __ P I __ I - I I - I __ ___ , I 1 1 1 -1 L I I 1 1 1 1 VII "'JIN111' A ! ­V-- III" III I IFI 1 11 ' -1 J I _, 11 1 A I I I 1 11 .1 . 11 1. 1 1 1 1 1 1 1 IVI L C/) CU > MIAM!­ XUAW-DADSCOLTI-M" PGT Indusnies. Inc. PGT Industries. Inc. C_ L_ 0 _0 C: kv-11111 PRODUCTCONTROL SEMON I PGT Industfies. Inc. CL 0 L_ I INS SW26 Smft-L Room 200 NOTICE OF AC CE P TAN ICE: E. N -1D ENC ESU B _XM TIED NOTICE OF ACCEPT XNT C E: EVIDENCE S U B 11 IT T E D a) = -a DYFARnIENT OF REGUATORY AND EC a-34I RESOVILCES MM) _%fimm FlorAs 33115-2414 BOA" AINM C ODE ADMEnSTRATION. DIVMO-N T(-96)315-2590 FCM)3151-2594 NNOTIC E OF AC CEPT.MN, CE: EVIDENCE SUBMUTED .(1) C-) .4., C/) WWW -NOTICE OF ACCEPT.-UNCE (--N'OA) -mianAadej-povecomenT 1. Eildence submitted under previous -NO-A A. DKAN%INGS B. TESTS (continued) D. QU, AL ITY A SS1-&kX'C E L Miami Dade Department of Regulatory and Economic Resources (RER). C :3 CD - W -0 0 Co 0 PGT Industries. Inc. 1070 Technology Drive, 1. Nfarnifactur&s die drawings and sections. 5. Test report on 1) Air Infiltration Test. per FBC. TAS 202-9.4 0 5- C: North Venice. FL 34275' (.I�nbyidyted under.Y0.4.,Vo. 11_0197 04) 2 Uniform Static Air Pressure Test- per FBC. TAS 202-94 2) E. KkTERLAL CERTIFICATIONS -0 C:) U_ SCOPE: Drawing No.-%M-5570.0_ titled "ViriA Sliding Glass Door NOA (Ln�'. sheets 1 3) Water Resistance Test, per FBC, TAS 202-94. 1. Notice ofAcceptance No. U"528.14 issued to Vision Extrusion. Limited for their = C13 0 -.1.- 1*- This NOA is being issued under the applicable rules and regulations governing the use of c onstruction materials. The through 21, of-1 1. prepared by manufacturer, dated 10.0545- with re-. lion A dated 4) Large Missile Impact Test per FBC. TAS 201-94 --AAILke R*M PVC Exterior Extrusions for N�`Jndows and Doors7. dated 08,4 34 5. > U) CU 0 2 E documentation submitted has been by reviewed and accepted Nfiami-Dade CouutyRER -Product Control Section to OV051117, signed and sealed by A. Lynn Miller- P.E. 5) Cyclic 1W. nd Pressure Loading per FBC- TAS 203-94 expiring on 09.301, a)19. W L_ D be used w.NE=Da&- Cowzy antiotcrucaswhere allowidby the Authority 14ovinglur"ction (AH-T). 6) Forced Enlry Test. per FBC. TAS202-94 2. Notice of Acceptance No. 164920.08 issued to Vision Extrusion Limited for their -"VE U) 0 4- Co This NOA shall net be valid after the expiration date stated be",- The Miami -Dade County Product Control Section B. TESTS along with marked -up drawings and installation diagram of vinyl sliding glass door. prepared 10ISMTan 202 and lighter Shades (N-on-White) Rigid PVC ExteAor Extrusions for C: C< /) (In,Nfiami Dade County) andof the AHJ (in areas other than.Nliamt. Dade C-outity) reserve the i ight to have this L Testreportan 1) Uniform Static Air Pressure Test. per FBC_ TAS 202-94 by Fenestration Testing Lab- Inc.. Test Report No. FTL 8.549. dated 11,064 5. signed and Windows and Doors'". dated L1,08.16. expiring on 11-29.,2L product ornamerial tested for quality awtiranceputposes. If this product or material fails to perforIm in the accepted 2)LameMissile Impact Test perFBC. TAS 201-94 sealed by Idalmis Ortega, P. E, (Test rep revised on 11'041'5 and 02111,16) 3. Notice of Acceptance No. 15-0528.15 issued to Vision Extrusion Limited for their MaInfler, the manufacturer will incurthe expense of siwh to sting and the AHJmav immediately rev ok-e.. me di& , or 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6. Tentreporton 1) Air Infiltration Test, per FBC. TAS 202-94 "Brown Coated (Painted or Laminated) White Rigid PVC- Exterior Extrusions for suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke- this along with marked -up drawings and installation diagram ofvinyl sliding glass door- prepared =` 2) Uniform Static Air Pressme Test. per FBC. TAS 202-94 Windows and Doors". dated 08113, 15. expiring on 09-30.19- acceptance. if it is determined byMiami-Dade CountyProduct Control Section that this product or material fails to by Fenestration Testing Lab, Inc.- Test Report No. FTL 8717. dated 12,-D 7-15- signed and 3) W ater Resistance Test. per FBC TAS 202-94. 4- Notice of Acceptance No- 1"7121.02 issued to ENITRGI Fenestration Solutions USA. meet the requirements of the applicable building code. This product is. appro%vd as describedherein and has been designed to complywith the Flonda Building Code. sealed by Idahniss Ortega. P_ E. (Test report revised on 02.1 -5.-16 and 01-24.16) 4) Lame Missile hi4wl Test per FBC, TAS 201-94 Inc. for their -`TAN 3040 and Lighter Shades (N , on -White) Rigid PVC Exterior including the M_gh Velocity Hurricane Zone 2. Test report on 1) Air Infiltration Test- per FBC. TAS 202-94 5) C-v &c W ind Pressure Loading per FBC- TAS 203-94 Extrusions for Windows and Doors- dated W 15,116- expiring on 010C2 1. DEscRw-no,.%-: series "-5S'7CV2 770" Vinyl Sliding Gla ss Door (Reinforced) w,-*o 909 & IMP corners-LAIJ. 2) Uniform Static Air Pressure Test. per FBC. TAS 202-94 alongwithmark-ed-up -ings and installation diagram of iinyl sliding ass ass door, prepared draw 5. Notice ofAcceptance No. 1"712.04 issued to ENERGI Fenestration Solutions U SA. AITROVAL DOM IENT. Drawine No. Rev B. titled "Vtuyl Shdm_g Glass Door NOA (LNM)­. sheet 3) Water Resistance Test., per FBC. TAS 2022-94- by Fenestration Testing Lab- Inc., Test Report No. FTL 8552- dated 122 �-04 r 15- signed and Inc. for their --Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior INED-5570.0 4) Large Missile Impact Test per FBC TAS 201-94 scaled by Idalmis Ortega, P. E. {Test report revised on 02.15.2016) Extrusions for Windows and Doors" dated 09,1546- expiring, on 04/16,20. I through 21 of 21. prepared b-vinanufaco-wer. dated 10.'05.,,15 and last revised on 0201,-21. signed and waked by 5) Cyclic Wind Preswte Loading per FBC_ TAS -103-94 7- Test report on 1) Uniform Static Air Pressure Test per FBC. TAS 202-94 6- Notice of Acceptance No. 1",1 .03 issued to ENERGI Fenestration Solutions USA. A. Lvnnkfiller. P-E.. bearing the Nthami-Dade CoutityPiroduct Coutrol. Revision stamp with the Notice of 6) Forced Entry Test: per FBC. TAS 202-94 2) Large Missile Impact Test per FBC. TAS 201-94 Inc. for their -White Rigid PVC- Exterior Extrusions foF"*indow.s and Doors- dated Acceptance number and expiration date by the N-fimm Dade Couiz, Product Conn of Section along vi ithniarked-up drawings and installation diagram ofvmyl sliding glass door. prepared 3) Cyclic Wind Presaw Loading per FBC. TAS 20-3-94 081,10.47, e.%Tii7 on 01218.48- Large %lissmE M:PACT R_-tTrqG. and Small 1fissile Impact Resistant by Fenestration Testing Lab- Inc.- Test Report No. FTL 8.546. dated 11,061 -5- signed and along uith matked-up dirawings and installation diagram of vinyl sliding glass door, prepared T Test reports No(s). 10-002-792�A)� 10-06-M0527- 535753-09. per ASTIAE-84- Limitations. 1. See table I (sheet2) and table 2 (sbeet ��) for applicable SGD unit sizes- design pressures. reinforcements types. ! 11 s�aledbyrIdalmisOrtega. RE. (Test reportn-ased Lin and021,11-016) by Fenestration Testing Lab- Inc.. Test Report No. fTL 66-18 (iamplees A7-1 thru A-2 2). dated so, ASTNID 1929 and ASTNID-63 5. issued by EXOVA to Vision Extrusion for cellulosic glass types. sill riser (see tables B-1 & B-2. sheets 7-8) and anchor layout sheets requirements in 11 thxul6. 3. Test report on 1) Air Infiltration Test. per FBC. TAS 202-94 ll!l9?`I0_ signed and sealed by Jorge A_ Ca P_ E. (Stibinfited under-YO-4.,"Vo. 11- composite material. White PV C. Tan (Non -white) Rigid PVC and Brown coated (Painted or laminated) white Ruvid Cto 4 FV be 2 Rigid� 22) Uniform Static Air Pressure Test- per FBC., TAS 10LI -94 010' 04) (Submitted underX0.4Ao. 11-010" 04) labeled per referenced NOA's requirements- 3) W. ater Resistance Test. p. TA S 2 0 21 -9 4 per FBC, 8 Test report on 1) Air Infiltration Test. per FBC_ TAS -102-94 8- Notice of Acceptance No- 14-0916. 11 issued to Kuraray America.. Inc. for their 3. Egress operable doors must complywith min clear width or height per FBC requirement. as applicable. 4) Large Missile Inipact Test per FBC. TAS 201-94 2) Uniform Static Air Pressure Test. per FB C, TAS 202-94 -SeutryGbst (Clear and White) Interlayeil. LNpiring on 070418. 4. Pocket walls under separate approval, to be i7eviewed by Building official 5) Cwhc Wind Press we Loading per FBC_ TAS 203,94 3) Water Resistance Test. per FBC, TAS 1-02-94- 9- Notice of Acceptance No. 16-1117.01 isstied to Kum. my Amenca. Inc. for their LABELING: Each unit shall bear a pemment label with the manu&cturees name or logo- city. state and series aW 6) Ftrced Entry Test, per FBiC . TAS 202-94 4) Large Missile Impact Tesi per FBC, TAS 201-94 -Trosifolf-L" Ultraclear. Clear and Color PVB Interlavers'", expiring on 07 -0819. following statement- 'Miam-Dade County Product CDntrolkpproved", noted herein- along with nmrked-up drawings and mstallation diagram of vmyl sliding glass door- prepared 5 Cyclic Wind Pressure Loadingper FBC, TAS 203-94 RENEW of this-NOA shall be considered after a remiAA application has been filed and there has beenno by Fenestration Testing Lab, Inc... Test Report No. FTL 8.547. dated 11-04115. signed and - 6) Forced Entry Test. per FBC- TAS 202-94 F. STATE11E.NNTS change in the applicable building code negatively affecting the performawe of this product- sewed by I dalmis Ortega, P_ E. (Test report revised on 0215 .:16) along with marked -up drawings and installation diagram of vfird sliding glass door. prepared L Statement letter of conformance with FBC-51h Edition (2014) and FBC-6tk Edition TERAIINATIONof this NOAwill occur after the expiration date or if there has been a retvision or change in the 4. Test report m I)Air Infiltration Test. per FBC. TAS 2021-94 by Fenestration Testing Lab. Inc_ Test Report No. rn 6337 (samples A-1 thru A-5). dated (2017). issued by manufacturer. dated 0&14`17. signed & sealed by Lynn Miller. P.E. materials, use. an&or manufacture of the product or process - lMimse of this NOA as an endorsement of amyl product, 2) Uniform Static .4k Pressure Test. per FBC_ TAS 20294 signed and sealed Jorge A. Causo. P. E. (Submitted minder NO 11- L, -- - 1 .17. i med 2- Statement letter of no financial interest, dated 041 issued by itntiufacturer- sig for sales. achertising or any otherpuqxnes shall automatic allyterminate this NOA. Failure to complywuh any 3) Water Resistance Test, per FBC. TAS 2021-94 01017.'09) & sealed by Lynn Miller. P.E. section of this NOA " �e cause for termination and reimv-_at ofN0A_ 4) Large Nimsile Impac Tel per FBC_ TAS 201-94 3. Letter of lib compliance- part of the above test reports. ADIT-11TISEMEN'T. Tice NOAnumber preceded by the words2khami-Dade County. Florida, and followed by the 5) Cyclic Wind Pressure Loading per FBC. TAS 203-e94 C CALCULATIOINS 4. RER Test Proposal No. 17-03 87- dated 05;05117. signed by Ishaq Clianda. P.E. I expirationdaw may bedisplayedin adimIrtisinghterature- If anyportiou of the NOAis displayed. then it shall be 6) Forced Entq Test, per FBC, TAS 202-94 1- Anchor venfication calculations and swxtural analv complyin withFBC-2014, sis 0 done in its entirety. along with marked -up drawings and installation diagram of vinyl sliding glass door- prepared prepared byPG1 dated 11-09,15and last revised on- wed and scaled by 0'2145-16� stunted G. OTHER INSPECTION: A copy of this eutireNOA shall. beprouded to the user by the manufactuter or its distributors and by Fenestration Testing Lab- Inc.. Test Report No. Fn 8-0,48. dated 1104,45, signed and Anthony L Miller, P.E. (Submtkied ursdier.,YO-4 Ye. 15-1210. 01.). 1. Notice of Acceptance N10. 15-1210.01- issued to PGT Indusmes. for- their Series ,shall be available far inspection at thejob site at the request of the Building Official. sealed by Idabiais Ortega. P. E. (Test report revised on 01;'04.46 and 02`11,11q). 2. Glazing complies with ASTME-1300-409. ­55701-2770" Vinyl Sbffino Glass Door (Reinforced) - L.Ml". expirin on - 1. L. g 041*2 C" C�-J cl�) This NOA revises & renem _NOA 420-0429.0-5 and ccw Lists of this page I and e-�adence pages E- 1. E-2- E-3. E-4. E-5 & E-6 as well as approval document mentioned abm-t_ Ishaq L Clandm, F.E.Ishaq I. Chanda. P.E. i 1 Ishaq I. CII P.E. The sutImitted dccunieniatitxn was reviewed by Ishaq L Cbanda. P1. Product Control Unit Supervisor Product Control unit Supervisor Product Control Unit Superris-or NO6.63 10201 NOA No.21-0205�03 NOANo. 21-21 NO%&. 21-0205.WANO, Expiration Dater April 14,2026 Expiration Date: April 14.2026 Expiration Date: April l4,2016 Expiration Date: April N,2026 ecc c-:) - Approval Date.Alarch 2�,, Zon Approval 1)2t*-. Ifarth 26, ie! I Approval Date.- Uarch .0221 Approval Date: March Z�, 2021 LA_ r3- Page I E-1 E -2 CO W w O O PGT Industries, Inc. C GI Windows and Doors, Inc. PGT Industries. Inv. NOTICE OF ACCEPTANCE: EVIDENCE SUB -NUTTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMUTED 'NOTICE OF ACCEPTANCE: EVIDENCE SUB -MUTED 2. E-kidence Submitted under previous submittal E. MXTERLAL CERTIFICATIONS (continue) 3. New Evideuce Submitted 5. Quanex Part Super Spacer Standard complying, with ASTM C518 Thennal Conductivity A. DR-AWDIFIGS O.981 ASTIV F 1249 )X7VTR­Pass. ASTM D3985 Oxygen- ­Pass, ASLNI E A. DRA 1. Drawing No- 1ID-5570.0 Rev­B_ titled-V 'Vinyl Sliding Glass Door NOA (W'. -sheets 2 190 1. G - Durability-Ni o Fog Pass. (Submitted under pronious N-0.4 Xo. 15-0409 05) 1. Drawing No. -NED-5570.0 Rev B_ titled -Vinyl Sliding, Glass DoorNOA (LMY'. sheets 1 I through 21 of 21, prepared by manufacture'r. dated 10;'0515 and last revised on through2l of2l.-prepamdbyrnartufacturer. dated 10,,0515 andlastrevised on02-01,21- 04;221-10, signed and sealed by A- Lynn Miller, P�E_ 6. Quanex Part Durase comply-ing with ASTNI C519 Tbermal Conductility 2-12 BTU -in, signed and sealed by A- Lynn Miller, P_E_ tar_ ft=-GF, ASTM F 1249 14NrIR-Pass- ASTNI D 1434 Amon Penn=ce-Pas& ASTNI E -MI 'E Note: This revision consists replacement of same existing itistallation screw with flat head_ S- B. TESTS 2189 IG_ Durability -No Fog, AS 546 Dew Point Development -201F in 48 hrs- 1. Test reports on: 1) Mr Infiltration Test, per FBC. TAS 2102-1041 (Subrit ftied under.V0A Vo. 15-0409.05). CD 2) Uniform Static Air Pressure Test, Loading per FBC. TAS 202-94 7- Vision Extrusions. Ltd- Parts conT4ing with PVC-AAMA 303-13- Voluntanr Specification B. TESTS 3) Water Resistance Test, per FBC. TAS 202-94 for Rigid PoI Chloride (PVQ Exterior Profiles for Vision Extrusions_ Ltd. VEX-1 by 1. None. 4) Large Missile Impact Test per FBC- TAS 201-94 AAKk Fenestration Exterior Profile Certification Program (Snbinitted tinder.N-0-4 _V6. 1.5- 5) Cyclic Wind Pressure Loading per FBC. TA S 2 0 3 94 0409.05) C, CALCULATIONS E along with madmd-up drawings and mstallation diagram of all PGT Industries. Inc. 8- Vision Extrusions- Ltd- Parts complying with PV C-AANIA 303-13- 1- None. 4­0 representative units listed below and tested to qualify Dowso 7791 and Dowsil 983 silicones, (Subm ifted rmderX0_4Ao. 15-0409. 05) =3 (1) (1) prepared by Fenestration Testing Laboratory,. Inc.. Test Reports No.: 9, PVC-AANLk 303-13, Voluntary Specification for Rigid Polyvinyl Chloride (PVC`) Extenor D QUALITY ASSURANCE, FTL-78971, PGT PW55 20 PVC Fixed Window (unit 6 in proposal), dated 0903! 14 Profiles for Vision Extrusions. Ltd_- -1 by AANIA Fenestration Exterior Profile 1. lkfiami-Dade Department of Rrgulatory and Economic Resourm (RER). U) Fn-20-2107.1, PGT SGD780 Akuniniim Sliding. Glass Door (unit 7 in proposal) FTL-20- Certification Progrant- 2107.2, PGT CA740 Alum. Outswing Casernent Window (unit 8 in Proposal) FTL-20- 10. Notice of Acceptance No. 18-1217.14 issued to Energi Fenestration Solution, USA. Inc. for E. -NL-ITERLAL CERTIFICATIONS M 2107.3, PGT P'%77620A Aluminum Fixed Window (unit 9 in proposal) and FTL-2 0-2107-4. their ­Yan 3040 & light shade (non -white) White Rigid PVC Exterior Extrusions for L Notice of Acceptance No.. 19-0305.02 issued to Kuraray America, Inc. for their > PGT PNX7620A Aluminum Fixed Window (unit 10 in proposal) dated 07,43.,20- all signed Windows and Doors expiring on 02/0+11. "Trosifolt Ultraclear. Clear, and Color PVB Glass Interlayerf'. expiring on 07,081'24- 0 and scaled b�,,r Idalmis Ortega. P_E_ 11. Notice of Acceptance No. 18-0122.02 issued to Eneqn Fenestration Solution, USA. Inc- for 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America. Inc. for their S.- their senies "White Riggid PVC Exterior Extrusions for Windows and Doors_. expniuiig on *'Sen"-Glast (Clear and'"Ifte) Glass lnterlayers"_ expiring on 07/04.23. > 0_ Q_ C. CALCULATIONS "It 02 2 8 - 2 3 3- Notice of Acceptance No- 18-1106.10 issued to Vision Extrusions Limited for their "Brown o O < I Anchor verification calculations and structural analysis. conI with FBC 1-1. Notice of Acceptance No- 20-0203.03 issued to Energi Fenestration Solution- USA- Inc. for Coated (Painted or Laminatedi White Rigid PVC Exterior Extrusions for Windows Edition (2020)- dated 041211,20, prepared by manufacturer_ signed and sealed by their --Bronze & light shade cap coated White Rigid PVC Exterior Extrusions for and Doors-- expiring on 0930:24. 4­0 0 Anthony Lynn I'viinerr RE, Windows and Doors-. expiring on04,16,25. 4- Notice of Acceptance No- 18-1106.11 issued to Vision Extrusions Limited for their series 0 2- Glazing complies with AST-11 E 1300-04, -09. -12 and -16. "VE 1000 Tan 202 and lighter shades (Non -White) Rigid Cellular PVC Exterior _0 U, D. Q_ALITY ASSUILAN CE F. STATEMENTS Extrusions for Windows and Doors-. expiring on 12,20K 1. 0 Miami -Dade Department of Regulatory and Economic Resources (RER). I. Statement letter of conformance to FBC 76 Edition (2020), dated 04,,21,20. issued by manufacturer, signed and sealed by Anthony Lynn "Miller. PE. F. STATEMENTS E. XL-kTERLJiL CERTIRCATIONS 2. Statement letter of no financial interest and of independent. issued by mam3facturer. dated 1. Statement letter of conformance to FBC 71h Edition (2020), dated 02,01,21- issued by I 1. Notice of Acceptance No- 19-0305.02 issued to Kuraray America. Inc. for their y Lynn Miller. 04 118.2 0, signed and sealed byAnthou L P-E. y Anthon�rLynnili manufacturer signed and sealed b .Mff- RE. "Trosifoll, Ultraclear. Clear, and Color PVB Glass Interlavers". expiring on 3. Private Labeling Agreement document between PGT. dated 03,30.15 and signed by all 1 Private Labeling Agreemmt dated 01,109,21 between PGT Industries. Inc. and CGI 0T08,24. involved parties. Windows and Doors Inc.. signed by Dean M. Ruart P.E., V.P. Engineering. on behalf of 2. Notice of Acceptance No. 17-080:9.02 issued to Kuraray America. Inc. for their "SenttTGlast both companies_ (C tear and Albre) Glass Interlawn expumg on 0T,04i23. G. OTHERS 3- Notice of Acceptance No. 18-1106.10 issued to Vision Extrusions Limited for their "Brown 1. This NOA revises'NOA# 17-04 20.06 (PvTT w`CGI) and updates to FBC2020 (71 Edition), G. OTHERS Coated (Painted or Laminated) White Rigid PA'C` Exterioi- Extrusions expiring 0 42 l!`2 1, 1- Mis NOA revises & renews NO -Aft 20-0429.0-5 (PLA w"CGI). e_xpiriag 04,14:216- for Windows and Doors `. expiring on 09130,,24. RER Test proposals 419-1155 dated 01 approved by Ishaq L Chanda- P-E. expiring 2. The current associated PLA CGI file #21-0205.01_ expiring 01.14;26. O ICU A. Notice of Acceptance No- 18-1106.11 issued to Vision Extrusions Limited for their 0*1421 series -YE 1000 Tan yids} and lighter shades (_N-on-N%1ite) Rigid CeDular PVC LU Exterior Extrusions for Windows and Doors". expiring on 111-9.,`2 1. Ishaq L Clianda. P.E. Ishaq L C -handa. P.E. Ishaq 1, CILanda. P.E. Product Control Unit Supeni-,or Product Control Unit Supervisor Product Control Unit Supervisor X-O.A. No. !1_0205.03 _N'0A No. 21-920S.03 < INOA No. Expiration Date: Aprill.4.2026 Expiration Date- April 14.!0-'6 Expiration Date: April 14,22026 Approval Date; Ni larch 294021 Approval Date-. Ifarch 226. 2031 Approval Date; March 29, 2011 E -5 f -6 E -4 SHEET NO. March 6, 2023 PA 1.4 CI) C/) U MIAMa111 MIAMI-DADE COUNTY N Q c MM PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES 26 Cast -Crete USA, LLC Cast -Crete USA, LLC Cast -Crete USA, LLC CU U- O L CU -p 0- (RER) 11805 SW Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED ++ .� C-) CU NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economy Co ty � � � 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 403-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 O 0 'i Cll Cast -Crete USA, LLC 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS 0O Q C O Seffner, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details ", sheet I of 1, 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details', sheet I of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of C= O LL prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled ", " 1, prepared b Craig Parrino, P. dated March 24, 2003 and Drawing No. p y g g �' " 1, dated 03124103 and Drawing No. LT4612, titled Cast -Crete 4 ", 6 & 12" Co O 0 SCOPE: "Cast -Crete 4 6" & 12 Lintel Safe Load Tables'; sheets I through 3 of 3, prepared by LT4612, titled "Cast -Crete 4 ", 6" c� 12 "Lintel Sa e Load Tables", sheets 1 f '� Lintel Safe Load Tables", 1 through 3 of 3, last revision dated 06/12/14, all '—O � This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Craig Parrino, P.E., dated March 24, 2003, last revision #1 dated April 28. 2003 both through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last prepared, signed and sealed by Craig Parrino, P.E., on 08119114. CA L CL Co � The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control drawings signed and sealed by Craig Parrino, P.E, revision dated March 11, 2QQ8, all signed and sealed by Craig Parrino, P.E., on �O 1Z H U Q Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22, 2012. B. TESTS .!� (AH►) 1. Test report on flexural testing on 4 ", 6" & 12 " Precast Concrete Lintels Filled and 1. None. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Unfilled Models, total of (13) concrete lintel specimens, perASTME-529-94, prepared B. TESTS C. CALCULATIONS Section (In Miami Dade County) and/or the A14J (in areas other than Miami Dade County) reserve the right to have by Applied Research Laboratories, Report No. 30404A, dated 04110103, signed and 1. None. 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, this product or material tested for quality assurance purposes. If this product or material fails to perform in the sealed by Christopher A. Hamon, P.E. C. CALCULATIONS prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino. P.E. accepted manner, the manufacturer will incur the expense of such testing and the A 4J may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS 1, None. D. QUALITY ASSURANCE this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). fails to meet the requirements of the applicable building code. Parrino, P.E., signed and sealed by Craig Parrino, P.E. 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs. 2. Calculations or Cast -Crete Lintels, dated 05129103, 140 pages, prepared b Craig f p g p p y g E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane p PP � p y g t3' Parrino. P.E., signed and sealed by Craig Parrino, P.E. E. MATERIAL CERTIFICATIONS 1. None. Zone of the Florida Building Code. 1 None' DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels D. MATERIAL CERTIFICATION: F. OTHER APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, 1. Quality System Manual. for Cast -Crete Machine Made Precast Lintels revised on May 1, F. OTHER 1. Letter from Cast -Crete USA, Inc., dated 0811912014, signed and sealed by Craig prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" 2002. 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last z Cast -Crete Quality System Manual for Prestressed Products dated 2002. by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019, all bearing the Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2, EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant � p 1. Drawing No , FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturers name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled ", 1. None. B. TESTS County logo. prepared ared y sheets I through re b "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", 3 of 3, 1. None. Craig Parrino, P.E., dated March 24, 2003, last revision dated March 11, 2008. B. TESTS RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS 1. None. 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the P g 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS 1. None. D. QUALITY ASSURANCE product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). any section of this NOA shall be cause for termination and removal of NOA. 1. None D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number receded b the words Miami -Dade County, Florida and followed b p Y t}', Y D. QUALITY ASSURANCE 1. B Miami -Dade County Department o Re lato and Economic Resources RER). y �' P f gu �' 1. None. the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall 1. By Miami -Dade County Building Code Compliance Office. be done in its entirety. E. MATERIAL CERTIFICATIONS F. OTHER INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and E. MATERIAL CERTIFICATIONS 1. None. 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- shall71", be available for inspection at the job site at the request of the Building Official. 1. None. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E- 1, E-2, E-3, E-4 and , % j E-5 as well as approval document mentioned above. The submitted documentation was reviewed Hel A. Makar, P.E. M.S. s um bon s re we by my , etmy A. Maker, P.E., M.S. Product Control Section Supervisor elmy A. Maker, P.E., M.S. Product Control Section Supervisor P 1 ' (/l G eimy A. Makar, P.E., M.S. Product Control Section Supervisor � °" 00 � �% ✓l NOA No. 20-0630.15 f NOA No. 20-0630.15 NOA No. 20-0630.15 NOA No. 20-0630.15 ruartHt�noe counlrr l , r - /7 Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Expiration Date: 09111/2023 Expiration Date: 09/11/2023 CC Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20/2020 CL 'Q Page I E- 1 E- 2 E- 3 M ca L (n (! C 6t 3 d C m v - Q ee 3 m is 3 CD as CJo U y � C p •G.� of C E G C.f O Cast -Crete USA, LLC Cast -Crete USA, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 18-0424.04 9. NEW EVIDENCE SUBMITTED A. DRAWINGS A. DRAWINGS 1. None. 1. None. B. TESTS B. TESTS U) 1. None. 1. None, L� C. CALCULATIONS C. CALCULATIONS CD 1. None. L None. D. QUALITY ASSURANCE D. QUALITY ASSURANCE 1. By Aliami-Dade County Department of Regulatory and Economic Resources (RER). 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS E. MATERIAL CERTIFICATIONS 1. None. 1. None. (V F. OTHER F. OTHER Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- 1, Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast - zI. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P. E. _ 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- CQ > A. DRAWINGS Crete USA, Inc., dated Q6111120, signed & sealed b Craig Parrino, P.E. g y g cz Q 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of > — CL 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. Q LT4612, titled "Cast -Crete 4 ", 611 & 12 " Lintel Safe Load Tables'; sheets I O Q through 3 of 3, prepared by Craig Parrino, P. E., dated March 24, 2003, last s— revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on V January 22, 2019. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). U M E. MATERIAL CERTIFICATIONS Q 1. None. F. OTHER 1. Article of Conversion for a name change. O I` CU LU e zny A. Makar, P.E., M.S. Helmy A. Makar, P.E., M.S. CD Product Control Section Supervisor Product Control Section Supervisor Z J NOA No. 20-0630.15 NOA No. 20-0630.15 Z Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Q Approval Date: 08/20/2020 Approval Date: 08/20/2020 E-4 E-5 d SHEET NO. March 6, 2023 PA 1.5 PRORSiCIEV:ALIT�ATN R IOEPOk'jjg0. 2U-012H.01 2 PRODUCT F.YALUAT[ON REPOQ'r N0.11 O. 2T2M.0] 3 I� ECO INC. TILUT TESTING 6 ENGINEERING COMPANY 22,_T_EST REPORTS: 6 MATERIAL CHARACTERISTICS AND SPECIFICATIONS: - - _ __ _ Large missile impact and fatigue load tests were performed under Protocols TAS Shall be strictly In accordance with General Notes and Components indicated on NAi TF.R .4. T1LL1TI JR., P.E. Iiitecaa, *1. c ' 201. 203 as per section 1626 of the Florida Building Code. Uniform static loads sheet 1, 2 and 22 of 26, of Product Evaluation Document (P. E. D.), drawing PLC �I` NI NI,=; y as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of Testing, Inc., Reports # 96-569 dated 0810911996, #96-570 dated 0911811996, 26, of Product Evaluation Document (P.E,D.), drawing No. 20-176. 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 04/1811998 and # 2126 dated 10/05/1998 witnessed by Gilbert Diamond, P.E. and Report No 7. LIMITATIONS_A ND CONDITION$ OF III 0219.01-09. dated March 4, 2009, signed and sealed by Edmundo Largaespada, REPORT NO.: 20-0728.01 P.E. and Henry Hattem, P.E. 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated DATE: July 28, 2D2D on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, indicated Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13. 2009, on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 PRODUCT CATEGORY: Shutters signed and sealed by Frank Grate, P.E. b Tilteco, Inc, and signed and sealed b Walter A. Tillit, Jr., PIE. prepared Y 9 Y PRODUCT SUB -CATEGORY: Storm Panels 2.3. STRUCTURAL ENGINEERING CALCULATQNS: 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. PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL wind bad, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with 7.3. Product shall only be Installed Into poured concrete, concrete block, and MANUFACTURER: Global Protecdon Products l l r section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc., wood frame structures. 4800 S.W, 51 Street dated 11/03/08 and 03/12/15. signed and sealed by Walter A. Tillit, Jr", P E. Davie, Florida33314 1 PURPOSE OF EVALUATION: 3. MISSILE 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. Tllllt, Jr., P.E. (System Large missile impact under section 1626 of the Florida Building Code, as per No. 44167), President of Tilteco, Inc. (Florida CA-0006719). ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. TAS 201 Protocol. 61G20.3, Method 1 D of the Florida Department of Business and 4, WIND LOADS RESISTANCE; A..,IIIPIII'I'INI �,`� 7l(�/T�,y, Professlonal Regulation" 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind `\` .A; �, Q ,• ✓ = �,. V\GENSF"••,9I 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. 16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No. -- - % gg167 ' = =- — — __ - been verified for compliance in accordance with the 2020 Seventh Edition of the 20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 11, - = ► : - _ .* i * _ : _ Florida Building Code, and to verify that the product Is for the purpose Intended 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.D.I: %.`'-a*� <"�' o - STATE OF ram; —, ,- . drawing No. 20.176. y mac'•••" COR1���`. �I,ss/ONAIL, This Product �•P Evaluation Report shall tN3 subject to review and revision in case of 6.1NSJ_�1 • ""Nflllllllll", a Building Code charge that may affect Its limitations and conditions _LzRT10N Installation shall be performed strictly in accordance with details indicated on WATILL 2 EVIDENCE SUBMITTED: sheets 3 thru 7,10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document D 1 TILTECO AOMON RECORDS t P. E. REPORT-20 \ GLOBAL PROTECTION PRODuCTS, LLC 120 GAGE 2 1 PRODUCT EVALUATION DOCUMENT iP�E_Qj: (P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as GALVANIZED STEEL STORM PANEL\ DRWO A MI 76\REPORT #20-0728.01 Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL", Indicated on sheets 8, 14. 16. 25 and 26 of 26. of Product Evaluation Document sheets 1 thru 26 of 26 prepared by Tilteco, Inc.; signed and sealed by Walter A. (P.E.D.), drawing No. 20-176. Tillit, Jr„ P.E.; dated 07/28/2020. This drawing is an integral part q# ��Is 91„ffiNuftNJr„ Evaluation Report. ,,,`'�y.�rcR�A. rQ"1 `'� `0,4� P .. i!(C�P "',,� l'��y ��''\GENSF'•.9 ''s g-E� �a`�P \>CEN >_ -- - Na 44167 . � ___ Iii1. aA167 * . *s- *= �` ` ti. a —+ s� 6if :�A' DCOAIOP .'.. o STATE OF y r O,E•.. IORII) ..'1Fc'`:: +TRESS/ON.....04 FSsi•......... �,a`, - �31 6355 N.W. 36th Street, Suite 305, Miami, Florida 13166 - Phalle: (305) 871-1530 - �9EFIF 8)1010 'n,ffllnl , lluuul` 1 L ECO INc. TILLiT TESTING & ENGINEERING COMPANY WALTERA. TILLIT, a. RE. pRODUCT EVALUATION REPORT REPORT NOT: 20-0727.02 DATE: July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global Protect! on ProduCts._LLC 4800 S.W. 51 Street Davie, Florida 33314 ❑Itw,(�'WI.Com IL%Fl. Pr 1,{cfm N 44L6.' . Lueale N,. )13U6, 19 1 PURPOSE OF EVALUATION' This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61G20-3, Method 1D of the Florida Department of Business and Professional Regulation. This product Is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2020 Seventh Edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: 1. P ODUC7 ALUATION DOCUI�IEN-{p.E D.): Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A. Tillit, Jr., P.E.; dated 07/27/2020. This drawing is an inteu# t� ' jh A Evaluation Report- .,1' ,,,:.r...)41 , s - -I '� '' •\.\GENsF' :`,? i -_ = -Ncr. �-1167 z S'n STATE OF : q "I X1,, •F(ORIOP.G.1�� 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 -Phone: (305) 871-153 4 f ..,... b,, -1IZ 531 PRODUC I' EVA! GATTON REPORT NO 20-0717 "a 2 22_TEST REF-MT1 Large missile impact load tests were performed under SSTD 12.99 standard as per section 1609.1.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared by Amerlcan Testing Lab of South Florida, Report # 0814.01-01 dated 03/11/02 witnessed by William R. Mehner, PIE_ Boriz Moroz, P.E, and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Teat as per QC Metallurgical Report No, 101<111,11-1318, dated December 1, 2010 signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. 23 STRUCTURAL ENGINEERING CALCULATIONS: On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 12/18/10 and 08/27/13 (for this revision), signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4 WIND LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20.175. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 11, 13 thru 16 and 18 of 18, of Product Evaluation Document (P.E,D.), drawing No. 20-175. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. ,*,,`o�P1AH'r�&v%� ,, --Fo, 44467 s STATE OF ; �' %.0.. ,%) 11A tr•-,I-, : ''LF�s10 ...` G�J, �`` rl,NNuliffil, ` PROP TCT V I AT1O1N REPORT R0. 20-B72Z02 7 5 INSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 15, 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20.175. 6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS, Shall be strictly in accordance with General Notes and Components indicated on sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No, 20-175. Anchor specifications shall be as Indicated on sheet 1 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. 7._LIMITATLQNS AND CONDITIONS OF USE- 7. 1. Shall be strictly in compliance with General Notes No, 1, 8 thru 14, Indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175 prepared by Tllteco, Inc. and signed and sealed by Walter A. T111t, Jr., P.E- 7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code, 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. TBllt, Jr., P.E. (Florida License No. 44167). President of Tllteco, Inc. (Florida CA-0006719). `A-* -` \LENS, `-., : .-", M. If 1$7 c am_ $$7p�*F (� % IVATLL I •rEgpE IN PjI,GOUCT$, L yl - p:1 TLLTECO ADMON RECORDS 1 P E. REPORT.20 (GLOBAL PNO'. 'O �( P `V GALVANIZED STEEL STORM PANEL \DRWG#20-1751 REPORT#20-0727.� ,c'•. 0Ri0 N1.. h 11 q 'NN,II1pDIt1 42) i folo) _00 C0 (1) .+-, U N O _0 O (1)CL c cv-0� .01 C (1)to � W -0 O -0 «0 C S� L a) c M 0 � LL o M .S2 ­0 0 0 - M l� Z Z W J - -_ I COMPONENTS FOR REGULAR & LIFE SAFETY STORM PANELS (SCALE +/2=1-) 1/4, 2/4. 3/4, 4/4. 5/5. 7/5, 1 NOTES: e ! u5E WHIT FWKil E. _)F CINC uw.RT [ L.CI, 1 L1H W.VG B W05 RE F IN_ 'IN «( 1NI/10, 2W/10, 3W/10, 4W/10. �Q�jQj JIS TING WAIT. . NKi OR HA:_ BE LCAIC CNC :c,H LU HF,.(`,. , M `S7R..v;tUR- BJIINC cL^H PANELS 6/5 $TOF4 PAJIE1 SHJ'WlI ON IHI3 PROLh-T EVµ UATUN OOCLWEl: IFEJ; "A` KEEN v -.C: COP. CWPL,AN(I 1, 44.. TOTI 5W 1 8 AS 4E HIIIkJC-J T, ) AN;, 4, 62. - 15195• (TOTµ W1UTH) - 5W/10r 6W/11 & 7W/11 4CCORDANCE WIT. HIE 2020 '71N ED•TON Or i.. - ,S'96• (TOTAL wp'N) - / E FI OP OA BUILpNG TOOT C W'. IA -CIA '_V 5P C,f!WA II vti. _ - J:i1 MIN. _ t2.500' (EFFEGTNE WIUTM) - S MAJI ANCHORS. FOR CONCRE-E SEE SCHEDULE ON SHFiTS 6 A 9 41AA i /a < i0.RC.N, ANI,HQ�. /,5 WN liµ?JREC B! W GUILD`,. 1NC DES R A ND LOADS $HA1 BE DETFN THE F•J� ANCHOA> AS YAN'Jr ACrvFEE Ell EICO CLNSTR,.C"i)N F'RTK'UCrS /4' _ - T' YM -- FOR WOOD SEE SECTIONS ON SHEER 10 e „ --t' MIN Al 5 PER EC10N 620 OF iMc AHUVF MLN ON C =TLt:. _ 6 1 6.2x' FCF A WIND SPEED AS RFAVPIEC By THE URISf`ICT1(, I WHrRE THESE HOFFERS Wil CIE 'NS ALA[1: ANC I14-tn PANELIIATE RMµf L AND ^AHD' WTE _ , J 1.3,G, - - 1,350• - 500' `.540• FORA LIRf CT. Nµ1T'rAC1QR Ad.0.8S. USJNG ASLE 1-16 AND c,W: NUl FxCFFC THE MAnYU4 TIED) - a`e LAG $CREW REP NJ`. `('a' _ _ ` c -"" -" --- --- "-- --'_-- ---- 9ES,E.N PRESSURE RATINGS MOICATTO ON SHEETS 7 THRU 12 14, 5, 16, 19 a 7Q - 7/1CO , S/8• WI'O. BUSH NI;. Ac LI`iRIEIUl EV By Ali PLAN: SI:REW BOLT a SHECIµ'T CC: - -- - 'Pow, Wit Doc. - _—_a - - O --- -O _-- _—G - 1 1 1 3OD ,,:CE - ,F. ., ,. - P_n, _ .. ., F ,., 1 --1.lS'W'-% ....'•` / 1 :_-.�.. it ; p•-ft' :uTM�65¢, 1 ��+�,/��r D.M..�2 3 4 +� - -'-r- -,------- ._ , -- --- --- - -T - - j ,N ORDER 1C VERIFY n,E ABp1,i CONOIIIUr+. '.1TWIE f1f.51GN W,hG :.IXDG DCrr RMRIECr RCP 'e p MINoWI IHR�EL FRTTFAIIOI NI W(Ye :Y ,A.:11 MCWIR. _NKI BE t ,: f ANC , nR FLID PPNELNAiE •L•_5 '1 , `. „ _ V \ \.2.50• `, 13 TI\ ,2,SC- O O • : : 1 : ' ' SHAii BE FIRS'F.E':uCFO TO AS CI SIGN WIt+U LOµ;fiY NULUR-nYC• iHfY 9Y On N ORp[F Ili ANO PANESMA:F IFWALE IU ! C , U036 Owl iHICK`v. HEMMED GRADE 50 YRewil"' HCMMED _I � .—_. -.-_-._._- .___ _ _ __ _____._- -__ COWAR! INESE Wi W. IAcn DESI�+1 FRESSUR1 RATINGS IIINCATEC ON SHEETS I THINE' 1:. 19 A 2n (• C .JAL •.' 2657' !' ! 2.851_ _ _ .. .) t ,5 ,i, / - LALYAIIREO STEEL EDGE v 3A L-BC I;µv� EDGE O'4l51 4 4t 6 "- YINW +FE4[.K- PEHFTRf •'P1h Lr LA: SCHEIN ,N'O H,F NO17C: FRAME l I'' Sey,•L BE IIU I-'FF'MeE• 2�• 2S0•. tYl _ l A,TY A-65, ff 7.00C• 2 •- ,� )yp N ,JRJER •i VEVRr TA': AM.nt)RT. 1A. TMS FC0 AS `'TREE WERE NZI CNER STRES'StU, A 33% INRrA.t ALLIWAdT,E PEN{TRATION 1NFr. _T'UC..II SHN Dr ,� SITTFREO A,, PAR• CIF Hlf REQ. HEED THPEADEC. RENE,RAT'ION _ •'EEDGEL GRADE SC MMMJY DETAIL A_E _ HEDGGEI.IHIAIL A_i - .� N i ACCORDANCE TOR wWD N.05 A. R..• USED MEl AWV Yp5 ASrLNCRc SPN IVI. •! w0, U :+Ac BEEN JE E fC r •.a,. NL ♦ - - a8.8 G-� \-l_WAJL A '" R `a ) I. 3i M,N'YIIY pre -:"ANC(✓ VG ELMS. 'NI'; w'i0G SRN. BE __ _ �.r F9 KCCJICANCF cull. M1U-> N]Ie_ , AS ND.CATTrI N _ lRArdNG � iyET ,- ` 4 •, r' aB.d '. '. � '•I . STORY PN.IL R ADEWACT FOR Fli AND wND PCSSTAHCC HAS BEEN vVRIFIEL , ACC,ORTTANCE WI•H SEC.Tl<iT, 1626 r,t ' ' - - - : THC A(pT7; 4E N/ICHFp f,OpE A5 PFH HlA+IaCA!IE FFIT:INE±RIHG a iE5',f«. INc RENAIS 96-i65, 96-51C' i 96-T311 N•'O ,: 11 NMYI M PENETR TIC. - i WCOC y 5NNI, SHµ: PT 5!9' 1/ I'' 2U Sc REW< 'E,D SHA- RE 1 I; C- ,r1NC WIN'111J4 I Y='--3Y.''� 350 - 1'� - _ _ _ _ `0 ,A - ) / 0,_x�,1 1 FCN[STRAHDN TESTING IAB INC . PEFCIR!S 12032 M 12126 45 PROIC -: , TAS 2O' TAS- JW ANC TAS -201 5E•UL'I O ',TUC �f E, rr_ ANC t N'NIYIIM N . coµ W 11, NC 5 ..C.' - ' 6 250' - _ _ _ _ - _ n• �` , (,� IS *Ed AS AMERICAN TEST LAB Q- SUUnI FLOPIOI REPQrn PC21901.05 Ac. F(F TAi z�1, TAS 10; ANc' 1 STORM PANEL 1 END STORM PANEL W 5j ,N CASE i1+A' PF CAS ST xrE. PRECAST CONCRETE P4h[ TUi.iU P w BOARDS RE rf,::NU ,Y, THE LZIS I'I+0 Tay 70_` SIANEWRGS J _ O' - -- WALL N<;,EIOPS •A4u RE LONC N U-H !n RFN'.H •HE WAIN, 57RU, TJR[ OCH'NG $UCHANCLc_ - 1 '( O?1 I SEE SHE- AN :NJRAGE SRN.. RE AS YEHTI wFC I.: r , '2) y C I _ 2. 18)' 'r + relAb �� � e µl µ'JWNt)M EYIRVS!ONS "• BC C•06J 76 NICn' ANO TEMPER (t1NLES: p1NF RWISR N' J l0• BRIM _ I ' - E 1 . I r@.,q '� ^« �' LF=1 v 1 ALL ALJ 4N SHEET WTN, JSFc AT CICIi,RES <HALt HAVE 11V,H14 ALLOT (GI AN!.ORS SHALL BE :NSTAL,EC F'r_COWING ALI JF IRE RE' 1'14MI NCIA' N.5 AND CF ECI 1TA)N5 OF I-E NN .., S MANUFACT..IREP I.25D '11 - _..l - 2187' - L' R o. 1/,:-20. 1 4'<..n JOL tD -ANEL5 W/ I/49-2D._•_ _ _ I y N ALL STEEL SHUT METµ VANFL: S++µL A'F `,-.'RUf'JR4 Cu4'.Tr STEEL, n, y A 6:.' iPµSe SI: 4: N'�YUN L-(rl' ✓ANl1 •5 lrGl t/N' - - .•.� ..A _\'AII12ED STEM: CE"GNPnON WTFr. .,6 F ti• f4il[A RCALE:)' PANES 4nv N.k BC INSTALLED HC•HIZIXIiµ TLL:W'N`I NS' � HE.wr, rDaE , I 10P. -I. /50' rC r�I ALLA•,C V IIE'N.S '1IGWN Do, :ECT'CSN f H•R(i (,1 GHEE a ,w 12_ 5 1 0- ♦' 250" STD - ;�. - b SERRS }p4 SERIFS :uHBOL1EU PANELS � T- ' � [� :� A IFIFOOGH AI f,Cf HT 'HA! i`EADEPS (Z r (yl SHALI NUT BE LSEP R 0 _ _ _ S S 5'TUO RAITI - _ ��—i 5.5. S,Ip RnrT[D 5.5. Y.5 BOLL W/ 1/@• , 1/J: o �I, . _ , .230'- I I NIGLE e FO ANG.F e I '(_FEE SECTIONS AS W.NGNI:TS O FA OARLAP _ _ , L X SCHFwS i(? BF iTNrvLESi >,rC_ ,Yi4 :N r:8 AISI SF 9.sS JF CvRP, h.01, RESiS, ah' COATED -A�9fiN "EEL AS %EP iHAlt Sr Nal '.TY :':F ',- •'DAIRY I. I' PI:I' JN i,I 5 OF 'H `_IHurT!. W k fTTR !' T, I.FA -� - - I .`. t.!]' OC iJ ,n' O.0 APPLI;ABIi) (SEE SECTIONS AS AF'PLICABLE1 r C I'4'• �. NL ti RE THE PI 9 .01. ,t _ ON L vE TINE r ES E - I P( HE E SHJ . ( Bf LnN EDD18 r'! 5C -'IELO STREI•IGTII ANC W, EY TENSILE STPENLT-, a SrLNL '-OYPI• Wj `�OR��+,OlAIINCI ^(1E . .' - ;HH "H 1008' tOJ'' _ _ -- 0 A -II rl.E TC N5 �Af RR(W ET+ 6AC'.HI:W,: . JTT%R �-'A_: _IFII. E# A•t A. HrU i'I C;1.•rf BETE. 9Lf"..,t JR W:1.?i, FF.yJ; 091 I aE( ON 24 J ♦ - - ] 375' r- � � 1 y0D' -__.. - I r 1 SOG' � -^.-• ..If, p C w.:C. :. 091' !.093` I^ 2 , 2N. 2 DDQ' SEF I _ �] �,°,- I: BOI S FC N A-:Y n-3- G IANIZm STET:., OR AS' !,I. SFRJ% S'A"IkSS 'SIFE:. WITH T6 :.1 41"Wit. •'F:L � _ - ! _ � _ D93•. �i (O(ME 939- 939' S I I r - _ y � i 7 SIRENG'H , EACH III 510R4 PAT WVII IFEICIF P 8 RUU.N I,' I'. A'> R[H SECTONS 6, 8. 9 a 10 ANC AL'EPNATrvFS RW 0.250 _-,_-___ ' 125 - R 0. ;375' ' '125'' 1 '75, =� I EO •Y C-U T 9W & ,OW OH yHEETS 6 A '2 RESPErTA EIAH, -,'It A'-EGHLE ANC RFA-'4Ll 451BLC MMKIN: IN-VRLCTW4 OWNER OR "EYMFO li I I i ' ANt"IIORS 11 WALL Si,AL1 UE AS IOLIGWT, TENANT TO ;EGI*H' PAN_U W'11 APIL�CABL RtINF17RCEMEHF OIJ-1- PERIODS Or HURRICANF WARNSNf. R 4 37-,, .1 �T ' I `'25, ' Ty a) x 11 TILE 'N<-iN1_At10N .,'AN A1,`71,W 15 1Q SFA?CA L<: A._ 5J,11TR ;IAI-:)NEN` FM:ES WHICH REMAIN IN'"INTINu1,C.'I)NI{r, .I' '������� , '� -- �� !fl �G E7 :I ML YVJREL_sfJNCREIF t�� 1 1ULE � 5' ua, - -_ t.500' - ^t.500`--- � -3 � C - ,; '. TAP CJN ANCHOFE` AS 4AhUFAL`JRED e, 'rIN HHUDE,_ INc fu1 I, ,92 0-I T,IF BIALGINJ 10 P'l..v[HT ,r,NDiR4rN 'NT,tnvON ISOMETRIC YIEW DETAIL A no '-'� p)' _ .2oee o -!-: to '/a' < /8' r:-IN PM'. N, :. AS YANVFACT:II(_C B- DEWur NC (4,NII 2�' - - (^^q/L/ - - ,4'< • ' 4 SL..'C-;ET ANCHORS, a DIS1a1BVTED By ALL Ff1NT Sf Rf W, EQII A 5P_f-IA," CI: IJ I>Ry VIWLt MIAILA11',:N IE1fI1 COME', -+.:,I c-Els "L1(A'rL I, 'H:c [RAINING P._IJS ANT R,, LC. NC: .Ni 23NNL RE.LILAr'1'NS ROUNDED CORNER O ENDS OF PANFL�S FULL R D•�•' 4 YYY � - - - - --- -- - - -- - I y 1 1 0 : ...0 j . O'. :�1i . O . 0..: :�. 0. 1 p 3 ff5 (...: ,-, .}IJpO F. ) PROv,DFD 3 HE UrYSG rUf N EFE PE 441, 5 AFP'ff0 "r ENO '_IF W/ HEMMEC CODE (`� w O •A,,.' �. �: ,-, - it I. IG cANL1J/AIE FEYµ( ,C. W .111IMA-E VI,.I' A VII A: MANL(ACTIIRED H• rL{Ii C,Y OEI,,T ::!, _R` : � , RI n1,F PPO.xM_T E.µ' ON ur)r.EutNl H i -'FARE',- o CINL1.R -'NEW ANI; "!", Nr•' PR,7,oLE 1NFL,RMAn::N IN.' S) \J hM HEADER 3 wUw HEADER 4 Gl1.YiY 4 ANGLE WITH STUD 49 ANGLE WITH (1'O O 4+6 4- B. 6Or aA f3A� (FAN ! 31x P A - 1 I OF - E SPfcs. "R. _ rr . < N RI MC (',•,. o,;. - • REVERSE STUD _ 3' IM:I _ 3• YAA _ � r'•] CUT urn rxu H_ MN 1/4, 2/4, 3/4, 4/4, 5/5, 7/5, ANN � C Q 1; I'. 'f iM^ CAI'. AM IgHS µ. MAN-1.4iE. -. 1 AST 1(/RPORADCN 1 36 O ,. I , - 1 - vARRS [� ' IA I 1W/10, 2VII 3W/10, 4W/10, = � A I UINIYJy {YFiEGMEN) ,:i 'AGCON ANCInFi Ih^ PGJRQ CONCRiL SIu1LL 8L : /a' r'IGR RIN 4ATf crNAE 'II G']NINA(,' . TC M c5F'ON>BLf .Iff A,F JI•. 11Pf ASE AND N5*µ '-:N NC.UCINL 'I Wi. OF 15 _-`IOC; , -- 6/S _ 1/1. A ]ill 374' / BA'N ON THIS Pi T SITE L HE: , A R 1R[AR,. ERC<A 'rf; ;;!,NC,TIUN[ _Ciµifil CMI ,N.i THEN' T e11 t' do' TOP [pOE C96' 31. OB6• 750' _ SW/ lO, 6W/11 dL 7W/11 y E r0 ANI: RAHt WLTE r'LUS. AND I/4 JpR CIF TAP CJic pryfHJli'i CAN^RU - !, J.GE. 5n -. .F! .U!+i R,4^•. R' RE. P1::N11R.1111 Ii ' I : 390 1 OC PANEL teB•• - ,aB•. _IU' , 125' /.•,_2D, X. sCRIR _ ANCHORS FOR CONCRETE SEE SCHEDULE ON SHEETS B i 9 _ = C AJ CALK -I a SIJJD-SET AHCr1ORS ,1W.1 HE EYBEQGFU-/P•'N1 PUVRET. (.ON PE'L HC CMOCUMC NI iNIC (r; 1Hr. ,P000Ct EVALC iN .K`{tIMENr Wr,t BE '_-!)NSI(iCRE[! INVN.IJ IE NGC;T'IFG 1 1 SA, •< I 1 • i I i I - - 55 STUD, RATIFIED 10 FOR WOOD SEE SECTIONS ON SHEETS I 6 11 T O 5%CCO iHµ, RE PERY'TFD I,a < 20 SCREW" USED SHALL dE ` 1/'2' LUNG IIINISIIJM S,IOU.H .,%t O 1 a07', 08.3` 625' 1 34 it - _ 1 , I I'D' alb• `64C' ANGLE . 17 i/2' 0Cr � V NC I' M'NIMUM Fri; NAL_` WITH N TL1:_U NLI IAA` af' Nf ACfL Y:NEW) OR µ" THRFA�D 5'.REWS W/(I• '.� ,do SITE SPE.FR E'RQJ SW.µ', El NEPARE[ III A r.UR!DA 4FC5 G CO ENGINEER ^.,P ARCN.TCCT WH.LII WILL PECC., CHE l - 1 fill• j 19C" f 1,671- RU'r WITH "TNi. NUTS ;NOINEER Or RECORD CC ON) Qi I E "POJECT AND WTICr W B R'Pr'NS'BLF F(R THE •>/ I • 063• 13a1062• `'R 15C0'1 F--")_•� ., "HER Q,F EF HE F' cHG:NCR PE_OR. AI N A� IkL.,a ED FNG,HEFR T{, ,Hr K0611D'ica +r� _ ( �' �r s',.1 Q,5•75Q• REGULAR STORM PANELS'.1` dE 1' ELEVATION n 1` IrlfASE 'A' rreEVS! C,JAfPN< CJf ;BETE PA E i PAVEF.x "LL:Cn R KJD EK`ARC` fit UNL r_f• 'I:I f G Fy-W 'p, ,NLALL SLF1Y'.1 r) liR CJSPE F1C N N..i rC-P F:VEW -9.)• , ,F 17: , EK15t!W. AIALL ()R :"DOS ANt'H;)R, L. Bf. :\N -NCJGH TQ REACH 'H[ MN -Co' JRE BEHI'.0 I.JC� I E1TM' PANDA OvTAIAP r : ' 10B0' 1 I r -ANr.S NICe 10 ..[ SHµI BE Pe N 1 OINE_^, N All ANO 1N A2% !<1 "S G :AL. B WI +E WTE G rPIGNAL 5CL ANT, 5{AN'J , w THE FdFEOF`VSIINµ Wn. M3' - - - - OBA• KT$ LNU EFTR RTC- I N HE AP 62.'< 2 000 1 ITVP ) Q Q• KEY HOLE WASHER _ B) 1 1 ISTIhC C N RF'E L. �{P WAL,% TO 90 i-LIMIR M AC L;E. 5 LAA9[ ..N 9 ,.l ATE'. ill A PAL'.. A &LC OF_A R'N A, STORK t M 1/4• MD. G.E• < AK`O ANCHORS AS MANUTA ',RE 0 RE0 B. , , W GUI Of N'. ` PANE, 5,I iTTEP N A.YIIPI F con, A E O I'O9 - TEORDA 'i O I COD .,*NE :ABEL - - 063' . _. © eFM TRACK ANGLE © 3�6 FM TRACK © FLAT PLATED .- /I' . 7,9 CALK .N ANCHORS. M N-rAC'I/PEE " UEWAyINC (.I,, , JQ P. ' SHAI R[ PLACEC FOR EVER ,;PENNC LARE.INC, TC .O4fn,, W,',1 ,1M.N , ,,9R I OF 'H I oom' (Wnl - - 094' - WITH STUD _ cur. aeaAP2.17 W.,DLF vALtr1IL '. F 3'4 k IG SET ANCi'QRE, 4 (YF RB'J1EU By Al af1:N ;CREW W, BQL W SP_ A;.i' rC OFIOA 3u1LDIFK •DOE I GALYPN:ZFS STEEL .- _N4Y ..111 I, NII/, - - ;uN I, 6DL e11 tas C'RAWFBIG STIALI an. BE USED TO i"� aIEPA,171CC4 i _---- -_ _ __ _ — - ___ --� L........ J - III— HANFLMAE FENAIL 11) AND ,ANEENIAi' PLUS ANOIORS A. NNJ'F4::L'HLI H, LLCC1 CCWF, IF ,F • - Yn IS' LONG N` '\ ''I FHCNDII, Tc 11111111 OBTAIN PERMITS IN THE STATE OF RORIGI ,try' -Q,, _ _- .._ _ _— _ -____ - __.— _ -... _ __ < (.IN i i.: DTI P a ) 'OHcORAI'CN : `,.N</IIR A T'. 1 11 J 7 L)1,01,63' \CENse •... s 1 4• ', 1 N ,,.0 7iN N 11 ,1' CF 4F-DRIP ANC,K%IS A'> V FW'rVHFD H R,1 YASI �. P\.`�,•,.,013' f 575-. = 'a @7s•< - uAz/GAP _ a'ilA.• C%jN''> ,, E 'i FLORIDA BUILDING CODE Hi h VelocJt Hurricone Zone I � No. 44167 = - ,, 1...... . G 1 4H.4.4 EMF3ECYEii CCN N+C 11P}. i.l fC. ..AN.i WTE'. A!:G CF LAP -GATE` hNCHi1R. ,H•( F/' ( y ) -\. 375 .. ./�. IFEt�.''�lI, 625•. * = aLe:• ,N!. -„y;, eF' ? , 11 IT. ,e , j , I * ,. * _ FLORIDA BUILDING CODE (High Velacity Hurricone Zone '�'I A'' fl y1 . EN • ''•'9 � FLORIDA BUILDING CODE High WJoeil Hurricane Zone) IF .. r 2 'ILsD-sue ANc.IOR^ Z NO Ft�__­­ -- -_- -- - -- -- _ _ I 2 - - _ IAMAc racKEL LT CE OF PPANE .o'. STATE OF : � E 0- FnT(ca. ee � „ - - — TL o. a FP lµ. N W S. . >„A, BE EWEPDCESI /5' 1N.- E ,ONGPr,E alDGK I N- NO EM T _ - ,•A.. 250• oLATro wrNG Nv, • b 20 GAGE GALVANIZED STEEL STORM PANEL 20 GAGE GALVANIZED STEEL STORM PANEL ��E� 20 GAGE GALVANIZED STEEL STORM PANEL ,.u.u;� 1_rcf:Cn �� 1GL0@AL PROTECTION PRODUCTS. LLC. any N]R I R)s KEY HOLE %9oi .• t0RLUT` '�?4 i �- — 0"0 R `* No 44167 * _ o) _ O63' DANIN III, ,N'D CC vWLL BE REPY1f`l[ . 2L S +f W< IJSE Cr SNAL_ BE ' I N N_ YIN,4.Y I nC- -4) :' 41NW..M I,:R WALL. W+I NC STJ_,C Ste' STAIL EC O Ira 2.000' ® ',, F EeM SECTION A -A_ - IL E C O Ere np•A y . __ __ __ b� 3» 5, rmE -= AT PANEL S / ��+ -` \ (GLOBAL PROTECTION PRODUCTS, LLC.( - <-.� GLOBAL PROTECTION PRODUCTS, LLC, D, '$p''t(: •F/O'i1.1if�." "urt�,> TIHc w LN W«+o Eo.,i.N.I —, Idd"I _ : 1 .1 IN. O..y A�'(L�.J-(.c _� _ .,' �,T'1L C rrrc Nrs ATE a '� wxalF (�I)•q-„4 1R,•,el9-era. 2D- 1 76 ,1i•T' .. ` E 4. O 1rC. reoa sr 51 SAEFT •' ti ' . / •eao S.. SI sn1¢T Nunf11Y _, cowl. n A3,4 '' 9 ' S/_ - --- ® 2 X7"XI �4w * L• � mw a cNR ueNo cowARo Mw[. R v ,. .,, f w_, �,�, ,,, uRAw,,: N. NTwxAFNEL.. !)SF .Nr, ran w/cJ, is : -y`_�= tRLn r Roy m II..IR+ cow r: r. m 20-176 0s+a r4R': /IxN � ° f _' pHn1a Dn.)ew-)w. W' (ee4)w•-a].] 20-176 ''.,,�.c`'•. OR1iT y-r.�'yvc• R. —E ss PNa1¢ PTHERe9-1sa, "' lm.t•6R-en)''p, NwATn� „< P a.,,i,` m ,•iw.r3 ALUMINUM ANGLE WND.1,9D WASNER W/ ADDITIONAL « 17�.w •N.i.Y -- FF jj -,.. 1A.1 _1 1• ti n.A a 7Af I Ai F y .: _ <n ,vII (�""'t-- _ �SN[[r m 1. • ),/8•<,,/32• WASHER i'+TANLESS u-!IpDe)19 Mir /1' �»Wr'.I'4 4, SS y--'1--'---' a-0°061,9 IJPw1NL 1•° STFFI OR rerKC: PIArED 6TFF1) P[ SCK/4CNArLME/DAn , wKIER A RLLIT JP, FIE °-' ,)"F•i - Nw a11n ] a M N"11j NIIIIIIIM'^ •/S"'lI'11�[/Mn wALRR A NLT a ,I yQT J d ?! Ml ) F "RAY. UE I4161 INSTALLATION DETAILS FOR REGULAR PANELS 1: dE16 END -OMM DETAILS FOR INST&UNlON IN POURED CONOETE INSTALLATION DETAILS FOR REGULAR PANELS`;; & A INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 7E SOCK OR MAD INSTALLATION DETAILS FOR REGULAR PANELS':.j' dE (tA IA_W, OR 1—WAT `(WALE _ .:-� a s3 YAUD FOR REGULAR, UFE SAFETY AND E-Z HANG STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES ca HOT NAWRS N LIAa a DR GF 1w-DRY ,NuaR6 eo�:<1 f.�t. (SEE SMDU'1 M '3II SCHEDULE Doi, "Er a Al 9) 'ME Ei5 a DULI ON, 91 I'ED _ ANCHORS FOR CONCRETE SEE scP[OuLL ON SHEET 9 _ C01+CRCH AAICHCR6 SHFtl3 a ,T•ROLIa,I el _ YR. I I CONCRETE FOR ON 1 (SEt SCHEDULE p1 \ 1 _ ___-{...-_T , .� °�ORa® - N 1 ��. '� RE!QV)NLD BLOCK rRE CONCRETE NCREIE ANCHp15 ��f7Nt BLOCK ANC„ORS I Wa -WOWED SEE SECTIONS SMFT66, 14 III KJI2 I fJ CONCRETE ANCHORS SRCErT a FNRcK iH U . - E D "(W-EYE A'N6TOR5 I'/2' 1 i�::.'I6' E 3• Yln. MN O.FRUAa2 6 YARlE v ry 3- .... _ CONCRETEA�RFO DY REQUIRED / 1 ' 4 Ma wFm u ,v i r n (� N FDURIFT AY[N ON Nam ) N:p (SEE SCI•QNAE ON ITT (ME SCHEa11S tar ' 44 1 i T1 ,,,,,,F 1 I - - " A ■ sNCETS a nag1DH 9) 1 CONCRETE POVRf1DaED. - '' L 1 - S+ti3 6 rHRQ. JI e� - YM r �„ E1/ /nR3R.�'/�•3'I,sSw1Lewn Exls]wD PaJREe --t -` - ( I! r1 i ' T I 1 SHEET 9) (SR 9CHEWLC ON ((�su11[DUtF ON D a0 bA'iD �I�I/ E: - i/4. 1(a .. -3' ./ .YST"AII`.L ,E 1 �I' 4m.' Mrtib1 �1A]�••RETE ; N E.0 C II I II w1� F@ F[�aA�iOR•INaonwt R'- i ;/:e61 • 1 I • • O • •. , , -"� YR, - - 1/1' !�-�1YC_ yy., a R"a ['" -- _ , i 1 '�3 i — - - T I i I . -- - - - I - - - rs - - __ //�� I (D ■^ I II Ir I - INc,. - '�{, - I 1- E.D'� I ! _ • L_. 'rl.i. ,� \ I -_I[- _IE __`.. I II i 7raFINc RouREo ED 1 ' i� ' 1 rQ i r' 1 « i i i i .J 1 `" I .6J IE-� I I 3' 11 i� �' I , �i C0INCAE'n I 1 . E)OSnMG POUREL 1 c.N l" E.O f G 1 f « EK.S1rG POlIttEO I 1 I . r . CIS'. f I•�i. IP< L 6>t ,�• 1 5" RE9ww[D 1 1 ? 1 S" — A r L , ' 1 � F.ereN/R' „{ � � r1n1,3/31' I I r ,� t X CONCRETE OR I 1 I FI-� �n I-EI^ i �i - I C D i E D �`, I. � ' �, DF L' ., I 1 1!" j I CN ,r wF - - I YA, e ,{ E ONC1tE" REOV91Ep l I fel 1 'Y i 1 son a.r ' X. I i ,EMC NJ, e f 9Fc Mn a 6S I I i - REWIRED 1 1 I � `. � ,,N„' 1 j- t �. - 1 � .1/I - I I T ••' /—�� 1 I 1 J M=ea i I o I 1 E1[1 ,. e I 1 'l'I FIT: I 1 1 2 I ' I z -: ..... __ ----.7 4 i E 1 I , SS ea,M,• - I i "-I IFp l.n tp.A.TIRNtt •a•I I I 1 f I 1 1 ( O I t ,. ' I 9s. ears r/ I - i r r-- Q i !- !� 9g I `u i 1 CASE A (PLAN) C%•"1A' i..�`1, ! : / • IS ` • a m'w 1 1 1 °` 1 i 1 mI tt„mua 1 1 R I� s `e` 1, 1' 1 I I 1 I rlr+c Bur .'E1,Tm _ 1 <' 1 L1i I I I Sum-Nµ,I•• Y <oY-n 1.un ..v, ! f 1 I 't rWv e f w N�TNR.+LW - I _ ' 1 w _ r„ nTNAAFKw To f 4m x.AA.m, +D i 4 oITmAP e � • ! I O 7YTtu¢_ f I I 1,� Y. YfPIrWIgN i , 1 1 R E I 1 ' ,� SCALE 3/16•,' »IrA 1 is ! YA>5 IEEE 1 1 MAN t,R t r1 . t: , a _' i I _ m 1 m o -- r 1 1 f 1 F<e,Nc i 1 i I _ afn __I ( 1 ! I �f f lraiEarr :I: 'ry awe =i I i 1 -.:I-1 Sett s/,6-,• I �; ; aen eJ I '« I 1 I 11 a . 1: , U ¢ 4 I a I PWS I I 1 ; N I _ I ta,r YS 1 I E h H F CASE B (PLAN) II�r r..la0 ,occurT I l > n i i-fT' E,, 1 T 1 1 I I V I f pILR ' (�pL/ y _, • 501 r i Guss E151rG-.-1 i. 1 .pLRLRr a z' I 1 I (, w,Tn 1 E { a 1 1 I 1 I 1 i 4 _ 17 .oat . ,`°ice ,• J _ w1r > m ..,. I ! , J- 1 I ' or i J �� CL 1 `t' _ ( I E E 1 : t SEEM i�MA, z I ,Y __ I ( .x, �r.-m�',ii`' P I,/s •. ]cur i i,/. i zo.,• is q I,L'.-]m,• 7 I I I i r, 1 r O ; 1 I I 1 ( A 4tZT a TI " ] "'! 1 _ iw I_ . et ^ S ' z - 1 '- 5 eaFS w `_ 1 1 1 r `_i 1 I 1 ~ I { 1 l - 1 Y] Dui E i - 'j �PY1 Ir. SEnA4rari--� 1 1 _ i! IR.e r I Ki15 r/ n y I4S -.IRIS s/ I ' ,5 / iI ' F,', 1 I E 1 i 6' E 1 t - aN vm e 1 i 1 E Oaf' �r 3/3Y * I7nre•< r 1/3r a R. 3RY l� y 1 ii. E 1 I - I . j 1 I i �-oR Y„ SErw- 1 I, 1 I ( t 1 , r _ wwc Yu't . ua ;, Nc cur o ucll l - RNc con a u[H I .�}}pj 1 1 I I 1 Tic rJr I E � I a cuss 1 1 r 1 t If r. Rs �m..w s mono- IaN)w. I 'ovEinAp 1^ti 1 i I t° i . 6 H I c:+ 1 „' �' ' 'iU) I 1 a I r i ' 1 I 1 i,t' 1 - O ,. # CU/3]• F I I )/e'<.Anl' ; . I^ I Y- s ,LF' I 1 a I 1 — wR e I .i1. FALSTING F'OUREU F D I:, F [KIN mr e y - - I , ]n' Da care I ( .a+P «Rena 1d In,. • cum ..� _ ._ 1 I _ _ _ _ _- __ - - I I IIR • r - I! ..1 ' _t . E ,AoW sere e i . 1 F"ER„ rrc 1 1 a +"w1.,<_ Rm ® 1 ; ! 1 , i u i ,mow ! __.F. ' _ .-.S. _. -.L :-. _. �# t FIENP snn e t _ �+ t _ I 1 I IY'n'O2 ED 1 ' 1 1 I 1t'a CONCRETE OR E ! ]!e' W II 4 I G,,,I I i LA4nNG POURED ' _ i E.ISr NG POURED E Il ��LR,'�. I f _ 1 I I .. --_ - C CONCRETE BEOCK 1 For ' ilVUtlr STo a I I I CONCRETE OR I, - I CO/JCAiTr OR , TQC" 1 I t r' , f r' .eV. _ - ., x I _ _ a, / IQ 1i'i uo. : I] 1, cc i CONCRETE EAOCIL L(1NCRETE &OCS Imo= I i I 1 AW cf —moan. ` 1 SOf[ ElesTu+c.I 3. RrQLyREU REOJNEL E D 1 i ( - _- ATE r., +ere.Rm .+Ne I 50x I ;NI -i I I _ I - -... _ _-_ Ar.• e. .. .m , _ DaF ` '_-, Ny Or 'L' M K I f ' ,S--I ( I 3' Ycc. D.M..®oR ® as Idii2 'Mtn f Or 1' f _ MJ,F OR _ r _ SS 1 �- .: rl ,2• C , '/2'�OKR[rL OR D t I um 1 .. ,,, - C`- - ' / - I' N•n - �oNCREn DIR I f ED �� I CASE C (PLAN) , ;�. IY'° , # r 11' 1 _ OMAI! " FRt WOOL SEE SEE SECTIONS ONES EET 12 9 9J9' F a) L��' __� Ext5TR1G apLAED' - , - !L� ,.I„/ { _ CONCRETE o _ 'n. r.•. sea': Rr olnan I E Ex',nNG POURED I SCALE 3n6-!' CASE D ( LAND 3/a'_ •/ / _ I CONCRETE BLOCK -.-1 J i REOUTICDNCR[n AJJC,IOPS--E.O M Calpi,~1„)-QNCTIET AA,CHQgS N11 N % a1r% wK /1 .-io .su cOrrCRF1F BLOCK - .- - SCALE S%16.r• Fj I)AYa1/3:' -1- CONCREIF ANCHws '.4 Y s4s a •• ac CCNCR TE AA.oIaRS, ':4' :(,la'i. /� � f REWIRED I%2' - /•'• J"''i' ss - �, a "R, - A�a•w 4,A� E F !& (EYE..,, E D L D REGULAR STORK PANELS :�: A ELEVATION O ..\\ SHE S a TIRE ON Cwn s • < oc _. L ' ' (- , . •®'� W"i°ab a oa •RmAa . 1 ! /r c c rAUARtD r'/ sYUa tk, Fu,I °R 7 ,W, (5¢ SCNeDUIE JN (5¢ XH."DCAE ON 1iv. ODLif w PAI I _=ic Rw+,. Iewl o :e •"Rf""....a.R •12 iT sootO °• ---= - - ..c 1w11 • e' of .R•rm $CALL 3/32'.,'(XE $CARTER( w ve'ETs a R.ACH o)v'ms a nlRalol e) v+Etrs a rHRgwH 9) ENAiN oa pA+EL.wTE _ 3/4•5+•[FIS a nMipLIOrI 9! rFYNt a A4O ARr 1.4TF CONCRETT, ANCHORS -,w -I i ' (_[ _ _ I I/I' IAA. ,^.APIME ae cF L,, DRIP 4,' [--„(SCE SCHEDW a1 , . - - {X[ SheD1A9) DN SHEETS a r.IROLIDI, 9( Cw -L-J"'a I I 6 I I I,/4• i _. ! (Wf 2-II MiTLf VµAF''• Q ( 4 WALL /CIO 0— SECTION I ElilIlJQitllUM4SlL{I1HSt sH¢Ts e A 9) 1tll1LDSECISEION 7!lllIlMit nR, „ _2D, is' s.s e0u - - - (tA SCK SCALE 3/8. ,' SCALE 3//a°--, •� - . :-'.IfT.-- I e J �+ SCALE 3/a-1• SOLE 3/act• SGNE .T/9.' y 90 . Cora w/ ]/e'a3/32• wTNG NUT , w. 1N.R. u+vR.w eWiN-.-- '1 1:r•® s 12 1/z' oc coNCRErz AHcwRs 7' ,_,�� oMEN<Ic wo.H) = •� R,MiOi°10,1-.�: d (s¢ sarDlnE oN �t 1 I 1 .�i. (,oT.,An te,-RUN C1R&Rr,E AN I,aks S'NaMARD CONCRETE ANC.gA5 SHEET 9) I/4' (AAA. CAP ;`�1 a) 1 I I. EDGE , !'1(tSTN(: a NEW ,' w1GE , vARIES . 1/8' E.D. « EDGE DISTANCE ! ./ sn1D (SEE SCHEDULE ON SCE sC11F0LAF ON I I ED.- EDGE DISTANCE wEHN,rJr. (SEE SCHEDULE ON '�J b1© SHEET 9J iH(E, 9) PODRED co .ETF OR U) rH,c.. NJu ru9E oR t' . CASE F (LAN( SECTION A -A fTVR.t ,IC FATe 1 1 y EIL- (SEE SCHECL'LE CA E9cnNG $Il1CC0/ P ] WCgO ''+',RTC SPACER 1 I SHrFTs B h 9 SOLE J/18.1' FQL•ED CONCRETE OR CONCRETE ITLOCK �a s„¢t e , I� gIe _ ) POURED CONCRETE 0R SCALE 3/32•�.1' °R p � °pi' I i 9I� SHEETS @ k 9) .COO 9ANC 1 I Ca,w^9ETE Iwcw R[01/IR[c V I i i i13 • NEw '' WIDE vAfRES , Ti W" I !' 1 NQTL_Fp �_Cgy191NATIC'N OF_SEL_T1D_N�- R[oIARm CON -BETE BLOCK MUaRED I __JAAw TuaE OR , . vAR1E= DIRECT AND WALL MOUNTING m i `°""E/4r i NDIi�sI�.CO>dflINLIlON�F 5ECIWNS P r wo0a PUTT sPACca ' I L 1 irWRF rw e i Br w.lo raAFr !�_Ct 1 e v e I TOP k BOTTOM MOUNTTNGS CAN BE IICTAI 1 ATIA►a 1 40— o I COYa1NED IN ANY WAY To SUIT ANY CASE E (PLANT SECTION 8 _ 1 1 ] 1n• AE . TOP & BOTTOM MOUNTINGS CAN BE x* F.oNCRCE A,i'..Ioa< SECTION 10 - ''/ i •' ` I(1111111/11�/l/ ,' W .- (51 s H@1ni ON ! •�Y _ 1 INSTALLATION SHALL 3/16.1' SCHLI./M NF r �P < l,�' t O Y M G i SCALE J/9-,' SGVE J/6-I' iltETl w p 'AN COMBINED M ANY WAY TO SUIT ANY - -{- SHEET( a nIROLIpr 9i a vSER A T/(!/'s NSTALLAnpN r RAGA �. �I t CEP A T/( "�.,, Na`"�p A IC��''a, CE .•• ✓ $ FLORIDA BUILDING CODE HI h Vetocl Nurrleane Zone) --AK,as-- _ _ LExp51Q' OP URED - le,g� 1� �'' FLORIDA BUILDING CODE NI h Vetocit HurTlcona Zone tT� �' CEN � 1's FLORIDA BUILDING CODE M h Veloci} HuMcane Zone r`N SF ,,9 = - w sPcr. ,rc n r E7 c ( ) �, ' J S '•. ?I ( g r ) Q E:AISRNG POURED, - E.Q = * - rp i a� St'HmL3[ I ,/2' Y:,, CONCRETE St OCK [ '• ce EAEA`,AF rTI u,A - A1a]a "`LgP0. K 1 fa " c]4]0 F wC rp REWII - . = ` . TLRCD. - 20 GAGE GALVANIZED STEEL STORM PANEL ear* e • er 3' w. RFOUIRED r.Av's •ncr 2 - 1 20 GAGE GALVANIZED STEEL STORY PANEL cow e, NO 44167 ": ' 20 GAGE GALVANIZED STEEL STORM PANEL coNcaET ANCHORS - : # - I wR, e• - NO 44167 e _ , TG�QR_COM@JtiPIION OF SEL:TIOMS_ . �"" Z 1st( seHFoJLE aN - = -o : : # E x SECTION X-X s_ * ; yr _ E.D. « EDGE DISTANCE ; * : * „-_ ;.:,�:. -. -- SHEC'S a °+ROUGH 9i ' S'•' rArE I - 0)/i/Brea SCALE 3/8-'' - �=f �', (GLOBAL PROTECTION PRODUCTS. LLC. a]/�`�� (SEE SCHECU'.E ON TOP & BOTTOM MOUNTINGS CAN BE - _� `' jGLOBAL PROTECTION PRODUCTS, LLC. o' !con a off.. - + `� - _ GLOBAL PROTECTION PRODUCTS, LLC.( oAn S -` S 'TE OF I L E C O Ewe 1, I cure :.a'. S TE O I�E C O Ira Z 0R10* A I�C O ,rc i .eoD a... 1 STP[IT SHE(' 9) C(NABINi:D iN ANY war iG SUIT aNr CEILING AN FLOOR MOUNTING ' eI ' .coo s. m s»En DETAIL FOR SPACERS REQUIRED AT TOP OR 9Q F Yti z .PI. p �/ P .coo se. 51 mrn S'/ _ TIYJT 7�['erR.L9 A EN coMRyr P„� tm.)ee9"-i5.s, e,3u3iTfm.lrla9-enF 20-t76 BOTTOM TRACKS ADJAC�, t'fT TO STUCCOIWOOD BANDS ''.,,'IF ., RIDE`.,. -', �, 'v nLl'E 'nT"'° • rNaREEe"„'""aow°'•ay: w,w1( <oe.Jae S+i. III fm.gac_em 20-176 INStALU,T!ON. G,(.•. •R10P'. F T nw] t snRe a uwo coi.rAN.I �R• Iti ,v,• 2D_176 NairnmW��M�/ iz; r,w , „KII s _ — o].).-,- . ,F' _ aY.uwe. n A•. w,o]W. (e54)eoFo ] 5. FAA DI.Nea-e», SCALE J/N.,' "III ._ A,... luq n ., « l>ml A - au.wc N•. tiA S/ . tee. ,H-,u, I .. « ow:wwc N• ''''.­1 Ssi W «.. (Aa.j o"I,mx . H ,". —I'I n.Wr.c w ]INfI E SEAL. %.—TRIE/u•n wµiEAA � 1h p E - -� 'II,II.I AL .��rNTNrC,/MTC wKTEFU °TALL ],a_• Pi -- I RAINS N A FY'EP JvawIJNE/onn N.LrcRG. °n°CiuTn o, p.E - J I", _ _ eHm . W " __ -___ 11,141, FL^RiA uF w.e] _ uREI S Oe 2e I 11111/N M1S,b-x 4,6I sNt[T < OF H ,•L l L SHEET NO. SH 1.0 L 1 I - I 1 IIII 'I I jr WINS 111111 I ' Tfw _ I _ I ' _ III I I. I ('I_ I I II I II'll�l'I ,I _ _ ' 1 1 I I -----___L _ -11� I - - - - -- - - _ __ - sa `O7 e , , .. A.W. " R`! WALL AND FLOOR MOUNTING INSTALLATION FOR I : le "' "r "o pDAaR,T Nome Or .»o ..I_ »e :w� a ---- - 6' - SPLIT PANELS w - i- v wT1 � s .) W Kt M-- . ;A5 InUQD �y ` 1 I1- _._�t YVS•/.•.D-I' rN]b/a•Rl'-.• _- p I __-- I I /.' 1 \ I I 1 I � Nw Swu-n�.ua7 Y -7 r - r 1_ - MDR. 1 j r I! -H g .^I: w c_� , 'I i�_. 1 I L N ) _ ( _ ,. •I-- To-. I r-Dn 6 • epnw) ..1 ! I I.. I _ 1 t 1- 6 I �y-•- _ _ _ I .. \E iL - I - i r/ - MA.x., I I - /r-IenalaA r - ;� ( � 2' Y. i� vNWn ! C)WIN NRP can I I jII i I I - 1 _, -11' ,•,_ ; ./ W,IA. eUT •j 1 I I ' , i I ; I, I �''�, 1 i Z -� ' - ___ - 12-e/14IN ROAM A. 1. I 1 j ' I 1 iPOE a WALL 'r '- AT .inl/'' C VI, .).s/Ia•. ,Altw c I I N ,� ATPl1CNBlI _i l R.- J�- molt P .nAn aIADa w/ 2 1/: I I I � 1 ,' - . 1 E row alx. ruAD MUMC, ", oan'"rG I L : 1 I : 1 I .1 I I I A1N 1 roam aOCN 3 I _;_-� 1. I 1 I - 4� ELEVATION SECTION X-X 1t IT. r7nPAG nm 6 1 se" Tp• - r sCAEE 1�+ - T 1 I I ; 1j I I 1 1 DETAIL 1 I• -- -- , I ( Froa1 PAACL ./5-0• Is rY.. > '�--T�-T-"--T-?-r:--,--r .-'- - -;c- / i J,•._I--_._-_-_Iao,H a oaw `""R" W`_ / `-_. I +AuoN • na eo®u[ a ,w s¢0 "� +� ® I 1 a !SO Nf. ->Lp .•H Q DEfAI , l .A 1 1-'_�-�� , I t I iiu : __i-. --J 1 _ azu-n .LLD+ a ap P:i�, e - i i I ! : ! . I ! I - I 1 ; i I. _ • 1' oc I - 11--'RiA`EONOK.v 1A nM nm1 I• - G I i I I I I � i t i I. I ,I III I I I I I I R :�-�'�-i -I i n' i:eneumTi ] +/r ', 1 I ! I I '$ ///--fjw, me ." Nm C - --- "-- . , n' _ ! I � 1 1 I----',.J+R/ I .w 0 ew. �`.% WIae1E M - r. ED I ' AP-DCY q SAD ; I I SA S.Y9 . r C.! r Ir 'ALo, Woo, -� _ 1 I I.� _D a ''.i l; l I _! I 1 1 PAIN AA,[L w -W - IIAEL I Il ,/:1 tMU oafs - _ _ .TERaw[ RATwc - 1% -- • ,t.I- L •NUT T ' _ _ _ YSQ r-IF- I f i 1 - I i [C j � P �� � �-� N.ALRA _�.t I i:� li_� � I I I i: 'I I �I I I I! yI 1-= _�_ \ 11O3-n1 I ( /-aN fQ • i e M y �- ` 3 (lp tOr A IAT+M Imo•- n• '- ' -. WUO., ENA (s¢ IIWAN ea®Vlf_- V 2" 1 I I® ( 1____ __ I 1 11, I M ' I ` � SPLIT STORM PANEL ELEVATION ELEVATION SECTION Y-Y M� I I 1 I SEMC ,Ja _l r���1{ .! SCALE IH'-,. or w•r°I -I sCµ[ 1/a'-Y wG T. DETAIL F:. wAL a MA. POLwm aLcrNEn � !N t:.-:, lJ"? A/ lYL caAmlo,n MULLION I(Ni S_[`uenl_ll C RRIN'� _^; `I1 - MULLION REOUIRED - I E \ SPAN (FI) • Tuac YULLMN ^ �' t��A1 1 \ N A6,pn j IT ; CRC SOMPAL A .•-a' 2- . 3' . I/E- M000414", " PA - .. 9) A•0 +q C--- 1 i E-'�41nawcl�i nxamAa A>ilw 4'-a' lD 5'-8• z- . A' . IJe' �E� A:,l�ti/j �/ _LU-1 o .sso.." -".-I z . } T/B_. A �P' uGENf /� GownE AMAnRA ` /•-`_ > 5'-6' 10 d'-,0' 2- , .' a , 4 g `� •'•' . 9DEMAL ` ' - w WEETs e A n REEF . > 6'_TD• ro e•-D• z• , a• A ,/e• = N0. 44181 2 - SPANS VAALL D FOR AS D DESIGN PRESSURE RATING UP TO .SAD Pal, 720 D.f •• MRRYUM TUBE'S DNE.SIOT+. Swu B( OREN,ED SECTION i PARR I TO SloaM -w_- s LE.O SCALE 3/6-1' NO'E. MUWDN CAN ALSO BE INSTALLED W/o STDRY PANELS ON TOP OR BORON SO THAT IT 19 LOCATED AT TOP OR BOTTOM or OPENIN6 (ONE DANEL OPENING R/ TUBE TOP / BORDM) FLORIDA BUILDING CODE (Hlah Vsiocity Hurricane INSTALLATION DETAILS FOR REGULAR PANELSI1) & '1AI INTO EXISTING WOOD STRUCTURES ^"_ W�nA oIW A:s, --- - I �- I r-nNrTR .i n i / r_'I'4;_ I i - I I -- . �aD.ne . r Dc ./ i',�". -. rear - I I - 'T - I ! �`)n :• 1"�iewem Er.e'Airne/D'I -rT D IRA ..W NA.R � - n. _ Nw.l - r_- r'W'o'owY`D .1 Roo .i"ec .owWuo ' - AaD..n�""'ru'"msluD P�m.n p, ;� LlPlfi Ir �)f(! _, r� ,,� p/r fr 1 i i' I 2 i ��•,.W�1a/,fa - r01'OIF . -..Nr11. w ,N� T - a ,a'�°d'.P o_ l P,•, /M . I j� - 311�1 I t j I - �) f I T'7 Ij'., i '"j'}-'o-I'I !`-� ir,.on,Rw�/ i ,.r l 1 1' �G - 1 ". ! ..w1.D,TwA.m 1� yr y. !/ 1 iL, Pu. n7, I �^' f S)or[ "', .bon • n,r.G 1 i II TC:so'ii'., I - r t I �' - I I I �I 6- 1 ' G ( I MRDA 1 `f) - g -� �� HP I 1 IWOKIm°° I 1� I I I n":': l TI, - ', -L I ... I I I -Ho- NLo e�'vA,eNo� 1 9 ' I I I I•- OARAIRWI - m .Au40M 1 F T d WALL YQUNTING � , i, I I i I INSTALLATION - ALTERNATIVE 3W n w,a I f 1 =I . •'�'oc l oI '1 -t. 1 _ '� CALL 1/4-- I• foot 1� rrr®'. , n-Dc .m,'..t1 r-.am°m 'l , 1. i BUILD -OUT MOUNTING +man j � nRue .11, r.. • • - "EL(:l INSTALLATION -ALTERNATIVE I W + ",0°r°�r". u.m W rnN .1 YpaW.l a RAn i �D 'r,ro0"�C Ili SEISE: 1/.' - 1' yI CEILING & FLOOR MOUNTING WALLA F►.DOR MOUNTING WALLAUNT INSTALLATION - ALTERNATIVE AN (SECTION AT TOP 15 LIMITED TO +55.5-67.0 MAX. INSTALLATIONS - ALTERNATIVE SW SOME: 1/4- - I- 1NSTALI - MATIYE 2W AS.D. DESIGN PRESSURE RATING) SCALE 1/4' - I- SCALE: 1/4- - 1• n = - ✓ i,Lnwn.c -' 1 . .6 � rr .." ola I r-A..a I � --I..�oRm - I��-fv, NE+rRP = i.A Na NOTES: 1M,1,1111N1I, RNA`\, (j A. TIL N'''o FLOOR MOUNTING INSTALLATION - SECTION HAW SCAti' 1/4- - I- 1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITI, ALS.D DESIGN LOADS .\�'� .....••.. ,;;✓ ti, OF TO 455.5. -72.0 p.s.l. AND PANEL'S LENGTH UP TO 8'-S' ?'y�I.•' VCEN S • I. y FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 2. FOR NEW WOOD FRAME CONSTRUCTION. WOOD MEMBERS TO EE SOUTHERN _ - PINE NO 2. W/ SPECIFIC DENSITY OF 0 55 OR EQUAL - NoIII. 4167 GZPm 'Inc°' INC 20 GAGE GALVANIZED STEEL STORM PANES paAw° " * -f _�' KOSE..FOB &oA/81NAnoN- of SECT'ON5 • ,', sT of - GLOBAL PROTECT�N PRODUCTS. LAC. 07 an/'0i0 I"E C O TOP BE �''., O,c: •., L. NIO ?l INa ' HOUR IaRw ONE. It Xo..( & BOTTOM MOUNTINGS CAN COMBINED IN ANY WAY TO SUET ANY 4, F f� •• V ,/' S•1% 14 Q 'AL Tcnuia A uwNDWMo CDwANY Hr . a - vRR.' 4NImA n am wAo,E: p5•Hes-»a. FAX [f5.16a6-6>a> 20- 176 .A,w IOU n,-,M. - -1 n1-,n, VOWING I.' y INSTALLATION. "SNIT, liow, /"G" ML/M7[ FA-op0e71. 14" A TkUT .A.. P.l. FLORIDA LI, N167 .... COACPE,T .NCHORS CONCRETE ANCHORS FOR CONCRETE ANCHM SEE SCHEDULE ON SHEET 14 (SEE SCHEOIIIE oN� (SEE SCHEDULE ON M. WOOD ..'W SEE SECTOR ON WE, TS SHE IR) / SI.RI III r- 1, 2 & 1W/15 - ,� Iro4Rm c°Nc,ETc _ J ,"`„F,L. 1/'E. 2/4, 2q/4 3/4 w A/4--- 1. 2 k 1W/15 _ 3•'+ea - - _ i.250' .EpURW\ 1 $00' 1 250' i- -- -'- -----_ __-_ ' - i Ar. - it I NP. . { 1-_+- 'Tr-L-1-:- f-•-+-4-�-+-- r+ - -i- POURED CONCRETE ._- 1 I -- , I , � ! : ! � I NEOLARFD I ,��2 I I ! I ! !I T\o � I_® I '61 I.I 1 I iI �F" ( _� can. cPnL I i 1 I II I I I 1 I I I i \ 1 I i II I i i I I Il i1 I (11 , It. ' I )I RI. 1 I1 ,;) it l iI ir'II1IIi III 1 li'I`'ll 1-SEE SGKDLA2 D» - 1-Sri SCRDULE ON-•jj 1 - I 1 SICK A 1 SNCET 1a ! (CAC 7, I I : (INRR'ON PAEt) (PaCMOR PAIR): 14MERKM PAWL) (ENO PANEL) [y, I I 11 I I ! � FOR Mn. SONAR,lGN FOR " SEPARATION TT I j , I- � I I , I I, tI : 1: I TO lDA4 �I e'N3 S]' Ei f0 GLASS I I F/6'PJ//32• _ 1 ` --)' �_ - ; �.✓-. i 1 I---1-: 1-i .-1-.:-1.� . .-I_7- ...t..N. i --. I.`r`r-f _ _.�.-. '. r I j�- / / ---- jWIND �' 1 1 1 l i 1 i 1�,G TAR . EKRY HNIII .EVERY L I /�. -.. 12 '/]• OC. L-- ST10 . 12 ,/2. O.0 ; ' I 1 I I i I,. I R I (1 '. 11 1 I I I I .J-,/.'N1• MAp1M ACCEDE Y ': I [� I \i I I- I I I T1 S 1 I I I I I j 1 /6• Mln -,, 1 r' SCAM N/ SPQDNNs 1 s/E' Wn (CASE 'JI W/ S`12* • ' - , 1 ! I ( 1 1 i I 70 ,2 ,J2• '. . ,L 1/2• , 1 4r---+I/:n,- ,D c (SEE OUT ./u,I �. BE • ` DE. (SEE �L1C2%,: I III j I �11 'li i; a; l(1!I I II' 1 ( :, ,I d , 1 1 1 , 1 (A trRwTr LaATKM - I 1 I I � (I I I I A, FIND MRS) \ I I 1 I I I �tO'I j : (SCE O.` /,• I 4(&wUIAw I I 4 yW' (�,��jj11 ,,1L : e 2'1.1 �el;•,-1 1 'T* .� t'Tr IDGTOV iL 4 6 I LR (], I P, A ENO PAR15) L1, t' ! I I II I I ,/,l C i I 1' �. �` II � I III /DEAR} OR Y i k i � I I I FI 1/1, 2/1, ?A/A, 3/4 DR A/4 1. 2 & 1W/15 1, 2 & Iw/15 I. i i { L 1 i i / -J ON U[EYFETY PANEL / :1 i I I AREA W/NO LIFE SAFETY PANELS LOCA1)ON OF LIFE (SEE NOTE ,BELOW) -_� Cent I - ,e ItPANELS W/ OR - PAN}7 -'` / SALT' '�-t.l I 1 W/O REGULAR TRACKS NOTE 1 (SEE COACR[TE ANCHORS / --�; .S FIELD.) LAST PART P TO tR INSTALLED AS (AEI SCNEOLTE ON `/ S EpDE Or USE SAFE Y ON PAWL OPE «OG S,MLL SHEET ' , `11 _.W COKCRETF--i �. - (u,`L COOND`FOON) 1 A R on SLAO To"vS�CMATE 1ATWphRE N,CF�DM[EO Can REOIKRfo /1 -, - 1 i"1 TO at INSTALLED OR AENOJED FROM INSIDE CONCRETE ANCHDVS or STRUCTURE (SET SCHEDULE ON)� --ED-- ELEVATION WALL MOUNTING INSTALLATION WALL AND FLOOR MOUNTING INSTALLATION SCALE 3/32'.1' - SECTION i SCALE 3/6' - I- - SECTION 2 SCALE 3/8' - I I/.• Ba. I . NR aL9IL1R _W__L',_STORM. PANL.-$'$1EM_..INWALIA%P hA -... ._ - -_ I LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRS OR UST PANEL) � ` OR AS AN INTERIOR PANEL (ANY PANEL LOCATION IN BETWEEN END PANELS) (�1 \81 SEE T IDAA)P�S B n�, LIFE SAFETY PANCTS MAY OR MAY NOT BE INSTALLED ADJACENT TO REGUAR PAHELS PµFLOCARON SEE .NODE I) (WJ OR W/O REGULAR TRACKS.) 2 LIFE SAFETY STORM PANEL CONSISTS OF DOJ9- OAVANIZED STEW: STORY PANEL AS SECTION B-B PER COMPONEM©. SHEET 2 OF DRAWING 5G1L.E 7/32--t' THIS PANEL SLOW^ ITSELF TO BE REMMED OR INSTALLED FROV THE INSIDE OF STRUCTURE. ! LIFE SAfEIY PANEL REQUIRES TOP FROCK TD BE COMPONENT®& 30-TOM TRACK r0 AN1N"1P11T1L(/i`aA BE COMPONEj{i AS i'ER SHEET 2 OF THIS DRAWINU. .`TCq`,.••••.., •/ ti'G '•.� COMPONENT (p) Y BE INSTALLED WALL OR FLOOR MOUNTED vi LOWING SECTIONS I & .__ ; •' ••• 9 1A®� THIS 's 2 ON SNEER, AS WELL AS DETAIL I & 2 ON SHEiT 14 $�Q',: �CENSFI. = FLORIDA BUILDING CODE (High Velocity Hu Icon* Zone 4. Min LENGTH FOR COMPONENT ®15 15• - P MoN. ANCHOR SPACING FOR COMPONENT ®ANCHORAGE AT BOSOM IB UrvEN ON = : NO• * ; * ? .tare nro:D. Pc 20 GAGE GALVANIZED STEEL STORM PANEL ,f a• SCHEDULES 1 & 2, $MEET 14 COMPONENT ®MAY BE PERMANENT OR REMOVABLE ' * : ATE--_-O*i - :_�:., n/Lr/mm D �_ r _ \ GLOBAL PROTEcnoN PRoouc7s. LLc. D,TF 5 SEE DETAILSTL1R INSiAAiION LARD WOOD [FAME BUILDINGS ON SHEe 'S '.,''9O •. ORS IL E C O HNC \ I Opp SW 51 s1REET F ' ~:� null TEEnNay n1N COA.ANT 1 CANE. R CST,• a SEE SNEL-1 4 FOR DETAIL APPLICABLE TO THE NECESSITY FOR 'NE INSTAUT�ON OF 's,, S �, N -� vv,rl nlorc (.>.)se.-15.5. FAX. [ss.)es-dn7 2 , o._,as7. 1- "'FEN �N,..,E. SPACERS AT TRACKS INSTALLED AD,ACW AND EIMNO TO STUCCO/WOOD BANDS. +Hsi UIRT- N. - Tv PL SEAL/wNATUR OAR t I, MY. Y4N,FR A lgy7T Y, 'I f,Ei1 T3 M m MAXIMUM A.S.D. DESIGN PRESSURE RATING (per./.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE (VAIO ONLY FOR PANVLS3 At@ INSTALLATIONS AS PER SECTIONS 1 rNRU 10, ON SHEETS 4. 5 . 6) MATRUM AS.D. Ma., P IfRCM YWNA,Y SEPARATION PN[L yo[1Fla[( COMBINATION AC„ DESIGN PR[SSUR[ L R.) ro - I C r - or TO RATING 0 ,) {SCE NS) I Or T,a 555 - 2.0 ) S• 0. LESS --,I----- /4' - I LAWLIED 1 wu 5 III) } 7s.5-170 _/ 5 c e B .. 2 3/.- UMDLIW , THRU 5 1 7 5l.0. -)20 l e e TO 7 MNv ] 1/2' t- 4- 6 ..3A. -O IT 1 12 -4. OR ,lsS-~ 3 yr 1 • A B. B . ,o RAPS I • SOLTED -/ IMN M.1. 35 Il5 a RNI.tlR A 04" a .p1DON w PAWL MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f•) AND CORRESPONDING MAXIMUM NCHOR SPACING SCHEDULE FOR REGULAR STORM PANELS ( ,'& PA, INSTALLATIONS INTO EXISTING CONCRETE do CONCRETE BLOCK STRUCTURES COLID ONLY roe PAWLS u. ® INSfAUTpMs AS PER SECTIONS I TNRU 7, ON SHEETS 4 & 5) IT 11041/111Mr„ NN A a; ��EA A Tf(f%l'4s -.�'3P ",}GENSF ✓i t, FLORIDA BUILDING CODE (High Velocity Hurricane Zone c No. 4167 = Wmm n'Kor INC 20 GAGE GALVANIZED STEEL STORM PANEL N T P ar *: ,*_ y:• ST E OF '+i► -" - GLOBAL PROTECTION PRODUCTS, U.C. p1/11'°]° L - IL ECOIMC O� F1060.1 ...-1,�.�ye�_ / NOD E. 5, '. ,,��yy TL4 ,- -, . gNaRa�"ERINO G I "I DARE. 6 IM ( SS`4•SLS/Q..... �c,,��N �/ '�W�HsiRm-+AR .. awn ^vv,r P,RNE fd5a)ew 1w. FAA lnaNev-6n1 20-176 `I'NNbE gyJJyCMrTOEryAtE M." A. MOTT1167F OIV.AINO !,e I Ft.i[l . O M To YMARIu AS D --_ HAAIMnN A„GORS SP+L')6 TON T-- ED - 3 ,/]•' _ OESON PRESSURE RAI.Nc (P.A l l TAKON --�-�0..- - ro coNc tTE c �n C1 TN-CAR:P �--y__--- D CONCRETE � � OyA-sN I TD c°Nw[lr I cIa RE PAQJMn rFSWi O I-- FD m t1YAYE)F I mr�AIAit PANIIMT RUS 0 - ro caNCRI,E I �n SECTIONS I ! YAKMIIY PANEy REP' Et)I�IIATON LENGTH 'L' (N.j G TOA ' 6' I N/A / I NJA -... 6• I N/A 4' N/A e• M% I OOP) 1 6' � } N/ j ./A e I r I 6' e' 6'� o' 1 IBOiTOY)_-. �. e- N/ N/A 0 )_. N/A 6' N/A 6' 1 N/A ] (TOP) -N/� - N/a I x/A 1 N/A _ e' N/A •-- NJA / ] (BDng11) -55l, -120 OR LESS r N/A --�-... __ 0� -1 5• __- G• i k/A V/A A/A � N/ Y/1 N/A Y N/A , 6' N/A a' 0• - a _-{.__H/A-_ a N/A __ a' 0 _ 0� -�- N/A 6' N/A __.__ T0• I 0• '-I{ 0• N/A ] A • (TOP)-' 1'-5' oN LESS ] Id0`TDY) ! T (TOP) '. -� 3•.._ --�-- - t- � a---i �N/A. _..- 6 6 6• • 6.- 6' 6. =�e ] teonoY) ,. a ,/: 1 6 1/N' _�_, /: I a- .' N/A ] I/]' ,%.' '7 /] 6 ,/: } ITOP/60ROA) sa sP.QI] ,p • +R FOR u1C,OR5 rT.E . slvtING FGi uISTAMAtnws enD wood ARAI[ sAIE-+D. MWLIAI SNCA,OR SPACINGS AND 11-RNpIY EDGE DRAKE AN pAXG•fED GI 1H5 SCHEDULE FOR [.0 .ESE NNW NouTW OA SMEWIf REDUCE ANcrge SPAOND Br •kAirtY.O SPACING Low ON SCNEDAE eT iR F(ypAwq FACTORS 'W f1.5 OPERATION ro BF PD67PBIE,-EOLA:CO s+Aa.G aeRArtJ ,sNG r,V•�rDP. 5HA11 NOI dE LESS il••N McIANWy SPAONf MDCA,W ,OBI EACH AK,IM TYPE At AK:.ORS 1EDEAD. iA/p.R IY R'I-0.P .NNpyeE .AIOAIAR GAT(-N fND-ST ! . 1/7 .. 'fww (tit ) 3 � �INAu I AoleE V OBa [riBlR) RIGOR a ,/r 1In *W 1/.• 10.. va• LONG BRAss BUSING W/ INSTALLATION DETAILS FOR REGULAR PANELS C j, A I`1�i eANa LONG' SS . a ,AN- NODE T 6 , ��I a LENGTHS w 1O a'-0• AND 6 ,"' O.0 w m e-e• DR / _10 -I --,I, I NODE t.11: INTO EXISTING WOOD STRUCTURES I AE PLUS O I' 12w1/7' 0 fC,,ANE :D w PAW THREADED N - IL /r 0 C. WIT , 1/r Mn. UFACIIII TCNir-s- v1 TD HEADER rpR Al FNGTIS w .. IL� .I___1 - SIC a•-- 1 1. ,r:/.L'Ik SCR' O.0 - -__-T_ mI11. =,EA t�,TMG . -'-�-- i i j I I i � I I it 6 -- 31 ; i ..3��+rG I& �OOI 1 1 1 t ?-h -�- 111 i .f✓T+1--�3: 0.., ICI E0� EOE�. I •i T I W 1 i,\_ ` I' !REDURRED I '---' 1) - I [ I I I I G i { SOURED J I { .ODE ,E.1DLA PMX1wD Woo, HEADER ! n I 1 - I i-- , , ) _ 1 -4- REOUMD -4 J L ht w -_�__ J I t i -__- r_ -_� __-_� ALTERNATIVE 1W SCXF J/B=1' ALTERNATIVE IW SCALE 3/B.I' 1 I i I y I , SEE SCMWLE1 1 I . e li( SEE SC•{D1A1 Oh SHOT a� _ NOR - SOA TgII -1 I 1 ID c:ASs I Non I ,` WARTO GGLALASSH 1 1 i I /p .3� I i IWK~w; _ I 1�,5/22'.1 � __ i _�11 to: F01 _1-. i F17 EI0 - -� , EO( i � N --I A � .�-,I EOI EOI to"i ' - -• E01 I E➢. - I : ,/7- 1 I - r- - t-- ` 1 _I J ED -, I _ / _ 1w• - L __ ---I 1.. • ono .CANT 1[DI1EC ; 1 I/: ,D.. 5/9• LONG siusd euSHkW {---W/ ,/i.-20Nr 55. MS e a ,/.' Cc F 1 ' \ '11/OFn m.]iro, 5S / ..I I II ROOD _`E R[GAIm I FOR PANEL U VW w TO 5'-O' AND a I I�, `` Lent WING W . r Pt ) - I I /4' G C FOR LENGTHS w ro e'-a- uo. OR IT.- PAWRIA9 MNWi 0 OR I { I 1 .ra,wEan '! PANRMAn N45 . u ,/r o c mS I i I '1 '/MAW M oF�"Mr.r.0 "ODD ou"T MP 1 ,/: LAD %RrRt . r oc ± I r..• RATE ' . `/urn, *IE/:[� rf1QnN ALTERNATIVE 3W saaE s/e.r ALTERNATIVE 4W SCALE s/B-,' i I AL IENGTS UP TO a' -a• - j NCO'RED I FRAME ' I CONDI7 ONSA t ANCHOR LOCATIONS DIRECT MOUNTING INSTALLATION - NOTE 9 emER TRACKS NOT S40M FOR CLARITY ALTERNATIVE BW ALTERNATIVE SCALE 3/6-1' 7W SCALE 3/a.- tLvzEi ,1"'0111NNIININN' A: TILLIl� ,• 1. INSTALLA,)ONS FOR BUILDINGS WITH A S.0 DESIGN .rNNEP i �% '' -••'Q '�i, ARE ONLY VALID LOADS UP TO +55.5, -?20 PSF AND PANEL'S LENGTH UP TO 8'-8' . P,• itCENS,e cy�; ,, '- FLORIDA BUILDING CODE (High VNoet1 HUT Icon* Zone) 2. FOR NEW WOOD FRAME CONSTRUCTION. WOOD MEMBERS TO BE SOUTHERN - 16 •.* nmLO mrECO INC, TP PINE NO. 2. W/ SPECIFIC DENSITY OF 0,55 OR FOUAL - ND. 20 GAGE GALVANIZED STEEL stlHtM PANEL �„ III F .• TLC7F DR COM9INAT ON Of 5Es';_h ? * •'' T E OF `Y-. , - - _ 0'• $ F , \ C GLOBAL PROTECTION PRODUCTS, TLC. n/a/m3o D•Z TOP & BOTTOM MOUNTINGS CAN BE IN WAY TO SUIT ANY '' :Ip •• 'CL ATV R's, OF• .., �L.r'•-Kr2ti 'i,, FSSI E r I�E O INC. \ �rcLLnl�mNo s omlNEumo calrt„WKr M.. r -.sr wWN. " •mp S.Y. S, STREET D"a''L" N,DR: (.l.Me.-7aN.:AI na.7w-arn 20-176 COMBINED ANY INSTALLATION r/ vA '"'A/IIIII I/IHN rIAL/SIGNAItIR[/oAR ,,,-. - LINT nN-,RN . IaR m_,an .CLAW-� ruf,'wi 1E o LRANNF Np: BEET " W m i _� (� ATERNATE �� �', f 1 LOCAnON f'^ 3 -r 1'-O^�J2? -.` -AT END P41EL � . , +I II,4i ! I Ii I I! i I _a_ I _ --__�' 1 __I _ _, � - - Y L �__ _ T1.1 t i a -- STUDS O EMERY I-1 I I , TD IWLD ANELLl,,� i 1 I I I i _ \ I t I- 1 I '1 I •�I , I©' 1 ,N/ I (ITS, _ , '/4' s SE[ _-- SEE ,- INTERIOR PANEL �--EwD PANE. T =r ; SCHEDULE #I SCEUULL I, dt (;✓�'-' - J' - roe No. - FOR YP 1�3' - OR DIRECT MOUNT ANCHOR SPICING ANCHOR ANCHOR 3' W,, DETAIL. 1 : WALL MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE i ) SCALE 3/16' - 1- MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT(& FOR INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES SCf1QV1L_L! _._j *, WAL'._ MOYNL.COHQ[tW._1QP A DQU911_ fk: LIL _-_1- !_2' ( 1�---•i STUDS O EVERY OVERLAP i 112 112' 0 C. TO HOLD PANEL 3 8• Wn CASE 1 / ( ) 3' An (CASE a) I J t� ., rATERNATE i0CAT1(RN i 8 _'r--I ( �-- JA . I SEE SEF - INTERIOR PANEL �' - END PANEL ® pR ��� - SCHEDULE SCHEDULE 3' - %L FOR -- /2 FOR - ,_ - MR, ANCHOR MRA ANCHOR SPINI SPACING F INSTALLATION (APPUCABLE TO SCHEDULE 2) SCALE: 3/INS' - I- MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.s.f.) AND CORRESPONDING MAXIMUM PANEL LENGTH "L" SCHEDULE LAPPLL II r ON.T_jk.SE00N5. 1. AL: NDKAI_L.13a f SAFETY_STORM_PANL u nN 1 t3_ MAOMLM ASC DESIGN TNNL5S;F6 RA11NG ' .., . `AACON O UP -Ow CNF-A IA.11MIF r[NNE 0 .YEI.An -LIS APPUC/dE t0 SECIKNS I / F IB,NATON D< MM .A111N1111 P in.) LENGTH i iKi T6 O CO oc,` BOCK 70 C011CFETE, 0 CONCRETE BIDCN - i0 CONCRETE C CN)HNCRETE BLOCK CT'CO„CR[7L CONCRETE 0 I BIDCN c C I, BI.D R CONCRETE 1 gL 6• N/A � N/_ A NIA 6' i N/A 6' N/A 6 i h/A , & 2 (TOP) .55.0. -72.0 g. 7' 9' 9' 9"- - - 9" 4' 9- 9' i 9' 1 (BO7T0M) 5--O' DR LESS 6• N/A NJA NJA I 6- H/A 6' N/A 6' N/A I & 2 (TRIP) +55.0 -72.0 9' S' 9' ' 6' 9' ? +/r 9' 1 9' 9' 9' , (80ROM) .5'-C' TO 1'-6' +550 -72D 6 N/A N/A 1 N/A 6' N/A 6- NJA 6'1 N/A , & 2 (TOP) TO 8'-8• B' c 9• 6• 9' i 6' 6' 6• b' + 6' I (BOTTOM) ,7'-6• SC_HED..'�._2__ ZW f140R_MOUNT CONDMONS ALBQn9MJk`E.D__.3_1:'2.. MARNUM ASD DESIGN PMSLM RATING - : IS" a I/e• Ne. 'N, TOP a A.qA CASE I (SIN a r Yn TWA, Al v AOLF APPLICABLE TO $ECIONS & Y OF ;Jlt HEM IIAJpMUM PANEL LENGTH , (It.) 1ARCON _ - - ro 0 C CONCRETE 10 CONCRETE CONCRETE ♦49.2 -61r.5 3• 3• - 4 1/2- . 1/2- 2 (BOTTOM) 7•-b• OR LESS +52.8 -66-0 3' a• 4' 4' 2 (BOTTOM) 7'-b' OR LESS +550 -72-0 2 1/2- -^-2 1/2' 4' z J ,/2- 2 (BOTTOM) 7•-6. OR LESS .55.0 -72.0 7 I/2 2 I/r N/A N/A - 2 (BOTTOM) , 7'-6- TO 8- 0- -72.0 N/A N/A 3- 2 (BOSOM) T-6' TO 8'-8- W,WA A p310N i 1A. AAf4 IaYM ,Wr1 M7NG 1 1' lW) '"1 �� PAIF1 I- TD 1W bNII luE ucma) cuHM,D•, •5l.0. -Ito .'-a' , 2 2/.• Ui4Tp SQ SIM 16 NOR ARCHM TYPE a SPACED FOR INSTALLATIONS INTO WOOD MAW BUILDING 1w1YW AaCH0. SPACINGS AND YNMW EDGE DISTA.CE ARE NOCARX OI " SC OOLU Me ED IIIS THAN FOG1E0 ON SCHEDULE REDUCE ANCHOR SPACND BY 1WTRPLYNG SPACNO SHOWN ON SCHEOO[ m THE MuOWm FACTORS FOR TH6 OPERATION TD BE Pos�.L REDUCED SPACING OBtA,mCO US" FACTOR SMALL NOT R LESS THAN MN ARI SPACING INDICATED FDA EACH ANCHOR TYPE A' AKGORS LECOMI. MIDI 7q[ I/.•. ,/4'. ,/.-. 1/•-. _ ,/•'. IARION or TAI"eRa, .AI¢M 0 PN.IONRa GNA-N OR ANOM MOOD IT.) a 3 a 3 2 11 '1aasTA„AKa f :n.+r Gi) - J > 2 - 3 - M1 OIJ IA....1, 3 ,n 3 ,A A31UL EA IK 6iIKq FAL�pI 7 - - 1 j_ 3' I. I00 - IDo O ] yr - - I . - IN ��y�Q..,0CENgF'' �'0' = : No. 44167 ; -*1 ,1 • •: f: •:•. _ _ E 1 L •c.. E • A •� :i•Au:� • a _ tWL F.I _ Rau• WO.Y11M YAIMIM ANCHORS SMCe1G FOR LLD.. 3 I/r - A, S. D. DESIGN TAVCON -�_ C TAP-GRR CA)I-IN PNNCLAAIf FEWtC ID� __---,-.- PMEWATE PLUS SOLID SET APPUTAE E TO PRESSURE T--_ TO --____I TO -__ TO 1 TO - T-To - SECTIONS / / ANY GCWBIRATON MAUNIIM PANEL LENGTH N• m) RATWG TO COPILRETI I CONCRETE TO CONCRRE I CONCRETE TO CONCRETE' CONCRETE ,0 CONCRETE CONCRETE !0 COHCRETF' CONCRETE TO CONcem I CONCRETE or THEN (psi) I aLocK i BLOCK aDON BLOCK ' BLOCK BLOCK E' NjA N/A N/A 6 N/A 6. N/A 6' NJA N/A N/A 1 (TOP) .. _+___- _._ __ _ 6' 4' N/A I N/A - --4-- _ 6 6' -- 6' 6- -- 4 b' 6' _._~-_ N/A N/A + (BOTTOM) 6' -__I N/A N/A N/A 1 - -- 2 (TOP) N/A ' N/A _.-� -_ 6' NIA -- 6• N/A - N-,-- 8. N/A t E- N/A 6 N/A S. N/A 5' N/A N/A I N/A 2 (BOTTOM) N/A -�-__. _�_ _ _ rt - -. �-_ -..._. _-_- 6' N/A __ 3 & 4 (SUP) NSS.S, -72.0 6' NJA N/A I N/A 6- I N/A 6 N/A N,/A N/A >7'-5' TO 8'-8- OR LESS __ _-..._ - - - _ __ - -- - _-____._ -___ -N/A-!! N/A N/A _ 3 (BOTTOM) 6' 4' 6 6' 6 6- ; 6' 6' N/A N/A ____ _ ___ __ _ .! 6- _a- - j N/A _ __- _._ _ 6 N/A - y _ __ ___ fi' N/A __-� - __ N/A Y N/A ] (TOP) N/A ' N/A - _.. 6 N/A __._ -_ 6- N/A N/A 4-- 6' � 6• 6 i 6' 6- 6' N/A i N/A 4 & 7 (BOTTOM) N/A-j N/A ,2 lJ2I 6 1/1' 17 1/2' 6 TIRE' 16 1/4 16 iJa' 6 1/i 6 1/A'� N/A j N/A 5 (TOP/BOTTOM) 50.0. -53.3 N/A N/A 12 1/2• j 6 1/4- 12 /2- 1 6 1/4• 6 1/4" • 6 1/4- 6 1/4• i 6 1/4' N/A N/A 6 (TOP/801TOA1) 8'-8- TO Tt'-2- 55.0. -72.0 N/A N/A 6 1/4' N/A 6 I/4' I N/A 6 tJa• 1 6 T/4' 6 I/4' ; 6 1/4' N/A NIA 6 (TOP/SOTTO") 18'-8• TO 11•-2' N/A I N/A N/A N/A -.__ N/4 NJA -__ N/A N/A _._---- 6 1/A- 6 1/4' 6 1/4' ' 6 1/4' B. 9. 10 (TOP) ____ -_. _. L-_ ___ N/A . NIA N/A N/A N/A N/A 8 (BOTTOM) 13.9. -48.0 6- 1' 6- 6- ♦ I 6 1/4' 6 T/a' I` OR LESS __4-_ _ .. _. 6' ._-_t-._.- --._ -_._ __-_ _... --- 1/4- ---...- /2'-4. OR LESS { -_ N/A N/A N/A N/A __ N/A N/A - _NJA- 6' 6' .�6 I 0 b 1/4• 9 (BOTTOM) N/A NJA t- N/A NIA I N/A NJA_-�_-N♦/A fi I/A- 6 1/4• 1/4'~ 6 1/4" 10 (BOTTOM) SEE SHEETS 10, IT AND 12 FOR ANCHORS TYPE A SPACING FOR INSTALLATIONS INTO .OW FRAME BIAIDM loww. ANCHOR SPACINGS AND OARNIN EDGE WAND AIR NDICATFD ON THIS SCHEDULE. FOR EG.:ESS THAN NOCMED CN SCHEDULE REDUCE ANCHOR SPACING 8r MULTIPLYING SPACING SHOWN 0% SCHCDU,E BY IRE FOLLOWING FACTORS. FOR THIS OPERATION t0 K POSSIBLE. REDUCED SPACING OBIANEO USAGACTOR SMALL N7 BE LESS TNV1 MNNILIY SPWCNO INDICATED MR EACH ANCHOR TYPE AT A.CHIGRS LECENU ANOMON r0f 1/4'. MPCON Ile. O TM-01R 1/4'. -T' t/R'. P'� �" 1/41 WIt-N ,/.•. - SOLID-YI --AWL AKHOB SNIONG 0`) 1 ] 3 3 ] 'A S I- -1 ro,""11" (Ri _ .. - --- 3 ti _ 3 /'I ...1 /2 ACR A EA Ili MNIw F A C T O R 1 /L' - - - w - o__ - - - - - 2• _- - w _- RD __--t _ - -)_. - `ao u __.. - --_ - INSTALLATION DETAILS FOR REGULAR PANELS;) & 1:1A1 INTO EXISTING WOOD STRUCTURES ___ F- - - . I 1 -- ita-10 PAN{LMAIE PLUG :i _ t11.-iO PANEIYArE PLC$ I 1,4-,0 PANEl3M1E PLUS ♦61 .• .0 w 1 ) 6• / 0 / / 06, .' DE.e 1 )B' i / / / .61 N'O.C. W t 78" f / ! TPIONETRATION HREADED -'T- HWJ€A TO EXISTING WOOPFNETMOLTDFO� 70 WD00 r�EA1EA � ��,1I _ -{ ED HE TgN 10 HEADER EXISTING r, RCOVIRED-Y'-._I I j1j .11THI1 WOOPEND E%ISTMG WOOD :-___... I^--, I I --- --' I - ! M"a � M". .{ j �"RPSIM) Kp"Irf 2 I - ( I I S 1 2- a ,p' DC , 1 2• 0 I . , 4' Pc IRA i' I WOOD RFHEADER , a . _ Ym. I ' I A= I_ Rw000REHEADER r . I 14 { -XL i - � I. I - iU I iSR sM01RE ON I I ." ScHEDUL1 ON I SEI SC[DAC OA SHEii a MR SE ,nC,. I 91f1T e 1 I FOR Mn. ",,o,, s.m 6 - FIM M1 SEPARATOR To. I 1 f0 GA55 ) TD GALLS I TO GLASS ' Yo.- PANEL LENGTH , NRr. PANEL LENGTH YP. PANEL IENGn1 I,/.Y-)m.,• SS (SEE -,E ,) ... I I ,/.N " SS ! (SIF NOTE 1) - I/.•r-1Cat- 5.S ' f (SEC ,1(In 1) M S ./ 1/eN . I Y S W/ 1/.,. . . I I . s 1 ) .. . I ! ]/)2 Tn.G A1n I I e p'1anAP _ -. . iv[ oI R'AP ' _ - - - a � 10 I ' 1 I• I 1 I }OE 50W OF-• IOXn I SWIG I DYAX - &^ Of i' "All J, jj jI'-7� mil' IL-�I �j:ERN]/YY I n 1 ,. 1; 1 l/e'.J/3>' :N) I�^- r s _W ` -- _ __IILL""��1_ WP1G NUt WII 7/6N. 3/3r EC_ �' lVtlN 4"RTuIa. EO yfi 1 I . 12 1/2' oc im CO. 1 ..I • „v• - WAX: ,AI e i . I 1 ,- _�J , _I�__L.-_--. , t--1__� . r JG SCREIRS I i r.i WpOD PLATE y 2'..- W000 P.AIE 1 1 R i 2'.4' WOOD PLATE a a' .R W/ I 2' YO iNRFADEO 8,.-10 PANELWIE PLUS RCWREO •I `I .' - 0 RECLINED I - �•r , R REOUIRED 'I 11 PENETRATION AT YIOWIDTH OF PU7C 11+RF.V)ED PET.ETRA710N708' MID WIDTH OF PLATE I [,/4 CLAG SAGGEgED W/ I 1. _ 1 SRIC W// , '12- ON 7HREA�D PENETRATION DIRECT WOUNTINj INSTALLATION A YoWaFrH OF PLATE .I _ ..{.. - ALTERNATNE a DIRECT MOUNT SCALE 3/5-1' M .,M?pNTINQ 11151AIRIA110h DIRECT MOUNT 6 WALL MOUNTING INSTALLATION NOTES, Sr.r 3/e-,• SCALE 3/6-1• 1. MSTALUTIDNS FOR ALTERNATIVES 8W, 9W & HOW ONLY VALID FOR BUILDMC5 WITH AS-D. DESIGN LOADS UP 10 +43.8. -46.0 ps.T. AND '-4' 1 /A NN„Pp1TlL�i`Av FA r a T PANELS LENGTH UP 0 1T 2. FDR NEW *DOD FRAME CONSTROC1i0N. WOOD MEMBERS TO BE SOUTHERN NN •• ••.,• � .i, N �'� ........... r P: • ••'•:� PnvC NO. 2. w/ SPEpFIC DENSITY OF 0.55 OR EQUAL- HENS 4 c3�: lc• - FLORIDA BUILDING CODE (Nigh Velocity Hurrcane Zone ND•e nTRD. Pc 20 GAGE GALVANIZED STEEL STORM PANELoTOP _ .�- & BOTTOM MOUNTINGS CAN BE FI,.G2a2o _ - '''- \ - GLOBAL PROTECTION PRODUCTS, LAC.DATEIN57ALUTION. D7rye/mmG]MBINED ,N AN'Y WAY TD SVR ANY -% ',0,,.'., 11dL.• ; IL ECOINC. I Opp sr. I, sll.r% F`rT) nurt a c- 100EENHO COMPAH, s ..mW n .1. ...-Hsi'"�`-1w'. unrn-,v,,'nI] n =F.20-176 PHD'E fm•)ae _Hu`I. 1. Ira.).w-nnu F11_DD66>,6 Hss DRr G W L:;ts`� 1 •rE uAt/SKWA,Jw/cATE WA,FR A. I1LLR R.. •E. is .. -. um v W 26 INSTALLATION DETAILS FOR OPTION # i FOR LIFE SAFETY STORM PANEL SYSTEM ' "➢aGRWS"a' ac"r 1' INTO EXISTING WOOD STRUCTURES -- T ,/z T 1NOW HE DERTMrON rY TO EXrsirx .I000 HEADER I FI ��_ Q r, D - ._.t- _ 'I I KI i i i I.I I i I I i�_� I - : } _- - I i. EI�I'__E01I=, EQI 1 E01 I ,,-_- I DRLo E01 \II I ,'. E01 i E01 REW'0o IRE R-I I ) I i "-------I i !I _ - - -- -•�� - IIII MDODI HE R ,.000 E. NOUA[0 � 7/8-, : -%� - - - ;m a I L 't, . C i N ALTERNATIVE 1 ALTERNATIVE 2 , 1/a• NA„ (SEC I //y / " - /lg'M«I;I1 M� ITS a ( rip ] 1/7' 0C . '.) - TVe R -.,- I -r4 N : SEE W,EDLRE I 0 I 1 I GI CLEFT t4 Noe - st-ARATnN - I `-. 1 § I 1 10 GLASS I ` E01 I_-.--._-. _ _-.. I+ ! I ED, OR EI \ I y • I T-- _� I ! Ijl . -I I I I , I i FOIE NDOO PLAR j REW"Ifn I I I, i I. . I 8'CP.I •_: ALTERNATIVE 3 ALTERNATIVE d 1 r.: ALAn REOUAtD I I W/ , ,!]- ,yl. THREADED PEWIRR,ON OR L IIRASs ./ %.TYD-2d0./3 SLR eevsoNc /A•._m PAMIL ATE rEMNF 0 OR ALTERNATIVE WOOD FRAME CONDITIONS & ANCHOR LOCATIONS P.NRA"TE Pus . a• O.c / , T/r - tXSTING w... >/e- - I. I-REAIDED PERT1"TNN m WOOD PLANE NOTE SMn1ER TRACKS Nor LOWH roe CLAEC. WALL, MOUNTING INSTALLATION 1 0%;1• p,, TIQi ALTERNATIVE 1 W ;' 11... "i li TJ' "� _ : N0. 7 s FLORIDA BUILDING CODE (High VelocityHurricane Zone) s10>Fs - = - * : b201C ELF" INC. 20 GAGE GALVANIZED STEEL STORM PANEL 1' DM1N B , .auuA,aNs ARE ONLY VAA MR BUILDINGS WITH ASC DES4,N LOADS w •555. -72.0 MI AND PARL'S LENGTH UP TO W-W 10 g1 E OF _ W ' -9,--'L H1 [[.��*-?` - ' '•, F o '. - - - •,, - • ' \ IGLOBAL PROTECTION PRODUCTS, LLC. I L E C O "/o'L/Lam 7 FOR NEW WOOD FRAME CODENST1C1ON WOOD ME11Brn! 1p eE SOUTHERN ft�• A,'('S ' F. -Lid` ,Ill_-. 1 ....It '�➢oN P,R NP. 2. W/ SPEpE L(INS'1V OF OM OR EOWL S( A� ' . ""'INN IIMN•N` / _ ixA . - .o 1 %w_E C0r1_" I &. wT�N OR R. 1A a Yl.oNtn a� PHNRQ teSrXIN->5a5. FAX. (a5•NM-na) NN.N (WW rw! ti TIN) m-f� SEALfTAOPY,TUR[/M1E G-aWr7l/ WATER A Rttn .A . P L i �20-1.6.7 AP " -1-•/ a) a) -C (n N _ C6 a) � U I` O -0 c .� ca U -0 N o- � N -0 V O (� -0 .L -0 = C 0 Q a) O _ LL _ O CU .� - CnL O �A O L r- .m .= .,� U) Q !1M F " f W �E.A// CY-1 O a> 0 cm Q tz i m u C, C M C'N3 rc c s c0 _ ,N R/) -0 N � to y d � 3 a ,w aD .� E c w C Q � A./ 3 fl d is y . ., sT u ou cc ^- W -� d 7 (� T In C EC rc, � `^W C/= v / m 0 L- CL CL _y< T 0 L_ 0- W W 2 Q Z z Q J a_ L - I I I I I \, I _ - -- 1 I 1 1 I I I - i__k_ i--i� O I I I I I I! I I R1 -: a--�I-f--I} 4 . yyI I I -. 1 1 -i I I SHEET NO. SH 1.1I I I A L I.1111 I 1 N L I I I -1I I T I F .IF I. rs R LT{• y nl'"Jitl _I 11 I - _- ! -_ - 1 - I 'i1iIjjjRTIrl _ I I I - - ANCHORS (SEE SECTIONS ON SHEETS 17, ,a. 19 t 20) - 3'' MAX. �SA/17, 44/17. 5A/1a. !e/T7I 46/17, !a/14 3' MAX IMN. SAW/T9. 7AW/19 a UW/IO �a9W/19. 79W/19 t NR/20 I' MEN,0.M.G,(4i -- O 0 0 O 0 O 0 F­­.__-- _-___._____-___-____ ___ _____-. . _ .__-_ ___ (D-CA) (D i ,) 'oR® I MEGIAA. STORP INYML T IWG.XAA S� PANTIS 0 -�- LIFE W,: ST��AN Pu(L 1401 i A, Wx. .1.1.' 20, Fs -. MS PANEL LENGTH rs Art wvm AT '° I i (SEE SCHEDULE) M ,fir b- -1 - -I---- -- -�� L,IJGnaI • LSL SA,C7Y * PART pTIOY tOWil6 D.N..®o,C* Lam_- - ' - ------ ---- r -"_ _ .6A MIA O MST S'EPe IW6 `OA_ ,. 1b x U/17. AA/17. S6/14 '/17, 48/17. 56/19. 3• MAY 1• .. SAWAte, 7AW/19 t SAW/20 AApyappLp W/119. WIN/19 t WW/M I' MIN - ANCHORS (SEE SECTIONS ON SHEETS 17, ,a. '9 t 20) - OPTION (�2 FOR LIFE SAFETY STORM PANEL: j' ELEVATION SCALE 3/ 16'- I • I/: ,THEY NP I-9 2.11 P1 l�)OR® x 11rL ,mealy -. enE IALLLYR , J) U t SAFETY SAzl­, - MINK/*I , \, .. _.__ .._ r IF I RAIi / c-s.�___.. Z'z- __ �J >..--- _ .. __ -PERM _.:--� -. 1, •Y.- ---Yi -- E'E-I�--- O_.R.. - SECTION A -A SCALE 3/16•-I' 1 : ;1.III'Llmr-771111WRI - MAXIMUM A.S.D. I Mo. PANEL LENGTH MINIMUM SEPARATION PANEL DESIGN PRESSURE i L (ft.) TO GLASS CONDITION RATING (p.,Jt) (SEE SECTIONS) +55.0, - 72.0 a'-8" 2 3/4" I UNBOLTED INSTALLATION DETAILS FOR OPTION 02 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES IF4• TAPCON ANCHORS '/I' TAPCON ANCHORS ._ 1/4' IAPCON ANCHORS 1..' tAPCON ANCHORS IF9' O.C. O 9. O.C. a r OC a 9' OC POURED CONCRETE POURED CONCRETE POURED CONCRETE POURED CONCRETE 9R CONCRETE OR CONCRETE OR CONCRETE OR CONCRETE EAtYK REDID {1_- BLOCK REQUIRED ' BLOCK REQUIRED , BLOCK REQUIRED , . F 1/4 r - __ MP+ - _ MP. MIN. 1 M. E.D.• s I EO EDI C.O- -N COAT CONT : I p I E. _(' B , � a (�'. � u. - m 4 I � Ruse, W . ( ' Ta®N4 PN I Lm ,n I G WLKR i 'e 1Gd IRn ¢, ,6>" - 1RimIU iEGyGLASS°�� A GL� .° ,, i � A FILM 1 I � O-,,O,'''SNG t i 4 P I i ]9 I WbCLASS I 8 E . n y : 0 - ep a I I. 1 i 4 K I j / I I 3. � I iI I I ja I I I y3' 6' 1 " .. ,/••i alN • xa _ 4 F r''yyn I g1 w 6• . `� I .�M.- iAl e.. � I � I F I ! I � � � i w/?inr . � ' �/]Y .PG Nt, • i I d v MNr ,MALAP • ' .YIPS ON'tu' I ✓ ! 1 I I I I I I 1 1 f,'+'M 1 It , - E . I 6' I G. , h { I- it �- \t f I. 1; E.I I. E0A EDP - [p. 4--r IIR 4--y " ' ' • 1/7.E-ice. N. I/4•I_20.3/.'S.S M.S W/ i._E-H. 1/A'6-20.3/4Y.S. W_S, W/ I - 7/a••X3/32' WING NUT WASHER 1 "a'SW32' WIND NUT WASHER �tT'' \\ O 12 1/2' 0.c (BEYOND) -ASH . 12' WINO C �""Y \-. NUT . 3/}4' (BEYOND) t WASHER a u ,/2• a.c - 1 �HUi WASHER (BErcwD) 1 4 TAPCON ANCHORS f i r CN 0 4' 1/2' 0 ANCHORS 6 4' 1/2'IAKON0 ANCHORS _ / a a t/2• oc Mi t 1/2' oc b 4 1/Y oc (STAID W/ STUD) (STAGGERED W/ STUD) e 4 1/2- DO POURED CONCRETE --OUREO CONCRETE POURED CONCRETE •11L4iED CONCRETE OR CONCRBLOC FTE BLOCK OR CONCRETE BLOCK OR CONCRETE BLOCK OR CONCRETE K REOURED REQUIRED REQIRED REOLARED WALL MOUNTING INSTALLATION WALL Y011NTING INSTALLATION WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION SECTION 3A SECTION 31 SECTHk1 4A SECTION 48 4 REGULAR PANEL O LIFE SAFETY PANEL O REGULAR PANEL O LIFE SAFETY PANEL SCALE 3/8•-T- SCALE 3/6.-'" SCALE 3/8'-I" SCALE 3/a'.I" /A•. mPilc�OB, °AsT - LID Oe .000 ANCYOWS TYPE a AILNgII tYR ---A- Avrrw N `•, ••, .. V,ti 4p A„1I lam 4 RLOOI lMJr (!.) I IWIIkiLLW ANCHOR SPANGS AND ININWW EDGE DISTANCE ARE IMOKATED ON TN5 •• . Q•: EN = 2, J SE' •,. s C _ 1__- •Na wT.,a •.Y.w MI p. __-__�, , '---� ---- SREnAa ,DR E.O TRSMaLArO ON A. -1 s.yl nXi g FLORIDA BUILDING CODE (Nigh Velocity NurSCAr ALESSCH IkATI LYI REDUCE AA SHOW SPACINGSC BY M1Anvuwc sPAaw s,oAN ON saEDulE FOR N0. 41 °T0'0 n'EL0' "'c 20 GAGE GALVANIZED STEEL STORM PANEL : * ADIII Cn Ott 9aMloq R,OIOB 11/7.1 ' '/r )• . 'm BY rut FOLLOWING FACTORS 7NK OPERATION GAMED USING FACTOR SHALL Not E POSSIBLE AlExon BE Lcs THAN MINIMUM SPADAG ft GFEO FORT FAd ANCHOR TYPE ON THIS SCMDUM. - _= = * :• - _ - .. / t $ TE OFL- 4 -�+- - - ' ` (GLOBAL PROTECTION PRODUCTS. U.C. / IL E C O IMt. \S '';'YID•. 'It,, I/7• _ RIO'�'jApC" I ONG S. S1 STREET . F •RI� Twr MITI`.! o�w�NWo aawANr wK. n w,. Fo::: c. . ... INSTALLATION DETAILS FOR OPTION *2 FOR LIFE SAFETY STORM PANEL SYSTEM INTO EXISTING I;4' TAPCON ANCHORS POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1:4' TAPCON ANCHORS a 9. O.C. a 9. cc POURED CONCRETE POURED CONCRETE OR CONCRETE BLOCK OR CONCRETE BLOCK REQUIRED E 1 `,�-1M+i rREOUVED Mn. ED ;.t NTCOAT I �I O L, a[aR o h� 91.Cs TW(SO ,OAaLLE 1 11 o WWR NI I i •szT ,N I t ExSnyG-, T E.STN1,j ) x GLA55 I I j CASS j + 1 . t ; 1 r F-' 1 - j !(f _ �8 1 1. . . ,I �� : I � '! - r. MS r/ T/r.. I. i "_5 I 1 )EXiQ PtNAP • _ I 1 1 I < q, tD )_- /t4-IWIL PANEtMAr PLUS W/ '//a'• 3/32' WAG NJT WASHER e 6 1/4. OC POURED CONCRETE OR CONCRETE BLOC. REQUIRED WALL MOUNTING INSTALLATION SECTION SA O REGULAR PANEL SCALE 3/6'. 1'• v.. /. . SEE SHEET to t 20 FOR ANCF.ORS TYPE A, me"" TM T , P-TA.. F SAACMG FOR ASTA3A`XWS Iwo WOW - ANCHOR sA a n On.) ) ) PANE 9ULD0O. IWNRW ANCHOR SPACWNG9 Mo MIN EDGE DISTANCE ARE INDICATED OY TINS -� -i--Mj _ )dM eMW -__- __. -S _ SCHEDULE TOR ED. LESS MAN PAICIrEO ON SCHEDULE REDUCE ANCHOR SPACING BY NIA NN, iGW'Rr+ t+r __ _ ) _.. 3 �n . _ A911R LA on � FAOIMI MULTIPLYING SPACING SNOWN ON SCHEME BY THE FOLLOWING FACTORS. MK OPERATION TO BE P0596 E. REOUL2D , 112 SPAGWG OBTAINED1/9M/4 FACTOR SHALT NO, ] 1/Y BE LESS THAA VANILLINSPACING INDICATED FOR M. ANCHOR TYPE ON THIS SCHEDULE L' OF ,7 ), 7• I 6' .•ANEIMATE PLUS W/ ;;a a•. . 3/32' WING NO WASHER (BEYOND) POURED CONCRETE OR CONCRETE BLOCK REQUIRED SCALE 3/0•-T- Hurricane _4_A CD cn N Co N � U a) L Q O '0 O C .a co U -0 N D- C/) N O 0 O C O Q. O ^1 W CC O U_ . O M C* - � W C`,� INSTALLATION DETAILS FOR OPTION2 FOR LIFE SAFETY STORM PANEL SYSTEM INSTALLATION DETAILS FOR OPTION2 FOR LIFE SAFETY STORM PANEL SYSTEM GENERAL NOTES.• MID _z vr7e6. PAIBL cYcrvM II INTO EXISTING WOOD STRUCTURES INTO EXISTING WOOD STRUCTURES , E-Z HANG STORY PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PIE 0 ) HAS BEEN VERIFIED FOR COMPLIANCE N B IF AMAFMUM EMBEDMENT OF TAPCON ANCHCYRS AND PANEURM FEMALE 10 A PANELLATE PLUS INTO CONCRETE \\ ).. I L. I 1 I -___ -.____I ACCORDANCE WITH THE 202C (71N EDITION) OF THE FLOWN BUILDING CODE. BLOCK SHALT. BE I ,/,' '\ -'_f`-' 1•'--- i F------I DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, 8.2) MINIMUM EMBEDMENT OF 1/4.6 k 7/@' CNX-RN ANCHORS SHALL BE IS 7/0' INTO CONCRETE1 FOR A WIND SPEED AS REWIRED BY MC JURISDICTION WHERE THESE SMV11ERS WILL BE INSTALLED MEt NO EMBEDMENT INTO ANY FINISH MATERIAL SHAUL BE PERMITTED-- 1_ R wWo MEAL)ER .HEADER REOU HEAOi ROOD H R ITY REOLLRED 'lil - IPr[ I REOVRLO fEOURCO ,{ i - - SHALL NOT E%CEEO THE MAXIMUM (AS.D.) 1/4• a-1/ ' I TO ANCK BOLTS IZSF'D $HALL BE LONG ENCIiGN(SHOULD ANY F,NISN MA7EA44 EX157) TO 1IF____ .- I-� t/4 � TAPCON O 6• QC. I/iA TAPCON O @' O.C. OESX.N PRESSUFOR A RE RATiNGSTY OINDIG7E050N 5„FEES 257 k126. D ENGAGE 3/4" uJiO ANCHORS. { 1/, 6 TAPCON O a O.C. � �I • tAPCOM O S O.0 _l -(-�, � t/4 • TAP[ON O S Oc.t/A • TAPCON e 6 O.0 I W/t t/2 ulA. THREADED " W/1 i/2' WN. DM+£AOEC M/ ORDER 7D VERIFY T!� ABOVE CONDITION. ULTIMATE DESIGN w(NO LOADS DETERMNED PER ASCE 7-16 -+C - - W//+ ,/1' WN. THREADED PEN RATI MN. WOOD LILT i( W/I t/2' MPA THREADED -PEN i/2' WN. THREADED 1 i , PENETRATION AT W000 I PE AT WOOD SHALL BE FIRST REDUCED 70 AS.O DESIGN WIND LOADS BY MULTIPLYING THEM B'r 0.6 IN ORDER TO 8_3) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL- �P•,IX ( - PENETRATION AI W000 ,�, ( ION AT HREA ! PENETRATIONR2'AT HREAWOOD R PENETRATION AT WOOD I HEADER „EIDER TO COMPARE THESE w/ MAX. (A5 U) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 R I6. ANCHORS STRA11 BE LONG ENOUGH TO REACH THE YALN 5'RUC'L1RF �HwO SUCH PANELS. AfMHORACF �� )' I _iEaltwS!. 1; 1 I SHWL BE AS MENTIONED IN B.,) ANO N B.2). 11 / I ,yy _ IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P-EO. AS TESTED WERE NOT OVER STRESSED. A 3A MCREASF t I, ''EE'� 1/2- 1/2' IN ALLOWABLE Si RE55 FOR WIND LOAM WAS . � ' �/Y •/. r I t/4' 'I 1/2' j 1/y. .i Ij2' 11/il � MPA• I ± , l/4' NU USED IN THEIR ANN.YS,S FASENERS SPACING TO WOOD HAS BEEN C�NA �. I 1/P+ I I A"'- ' 1 1 IMP+ 1 I i �_ SIP. 1 Mo.. DETERMINED IN ACCORDANCE WITH N.D.S. 2015. (C) ANNCµ14ORS SHALL BE INSTALLED rMLOWMG ALL OF THE RECOMMENDATIONS µD SPECRi 1CAT10H5 OF MC µCHOR'S 'I I 7• --- T , I 2. -- , 7' I i 7- ) WOW HEADER 2• i 2' 0 i M,N, I MR,I I �' - �. WTI :' Yin REOU,RED - �' - Mtn WOOD HEADER - M6n. STORM PANELS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE ISMS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF J I FWIF'FD f R /.?, ME ABOVE MENTIONED CODE AS PER FENESTRATION TESTING LABORATORY. .NC. REPORT / 1032. AS PROTOCOLS TAS-201, I1 R SHALL BE THE RESPONSIBILITY Of THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUNTER - IL _� ' 1� -� 1-_3 - (�' l--L,--� ^T^ L Rk� -+- -'.z TAS-202 µD VAS-203 IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SWILL ONLY BE ATTACHED TO CONCRETE. 8LWK ^� � F - _ __ 1 _ 1 _ OR WOOD FRAME BUILDINGS p EOM+ CONt r- COAT ) 1 ECM. Cd+t 1 _ WNI 1 1 1 I �I1 - 2. THI$ SYSTEM RWS BEEN DESIGNED TO BE BALLED ON THE OUTSIDE Or THE OPENING ACCESSING "HE OPENMC FRO) ME I�� L i l ♦� /�.• - - R !ASIDE w/0 ME USE LTi A UDDER OR L� THIS APPI ICATXWI IS VAi1O WHEN INSTALUTOM IS INTENDED TO BE PERFORMED 12 THE INS7ALUTON COHiRACiOR I$ TD SEAL CWIN ALL SHRUTFER COMPONENT EDGES wNIC-N REMAIN IN CDHTINUOUS L� >Z t� 1 f ._w ... _- /.I• �j�' } r l 1 1 •. T 'ROM MC INSIDE OF STRUCTURE ./ Q� U a �P - j , , NLO� I 1 CONTACT G•T'NtiN T?IC BU!! DM1C 10 PREVENT WINO/RAN INTRUSION CAULK µO SENT SM•TER TRACKS AU MOUND FULL l ") ExSIING E0511NG , 'III+. SCPN41/KlN C14 1 'L' MP.. CLASS 'L (s6c -LE I _ • - My. CLASS - (M R PAL _ j 10 wL4 3. SERIES 1D00 WSTALUTION IS APPLICABLE TO SINGLE µD DOUBLE HUNG SINE WINDOWS WHEN NSTMLATION IS REQUIRED T-2 A PANEL LENGTH , ,IN L, 1.) ( PANEL LENGTH oN Lan ,R ( SpNEOLAi PERFORMED FROM THE MSIpE Of STRUCTURE 13 STORM PANEL INSTALLATION SHALI COMPLY WITH SPECS INDICATED IN THIS DRAWING FELS ANY BUILDING AND ZONING = Ia.. ExIVINC ' ON MRR 10) REGULATIONS PROVIDED BY THE JURISORC7ON WHERE PFRY(T I$ APPLIED iC N l9 y SVMATON (SEE NOTE I BELOW) I ; PANEL yENGM I - wA•AKIN (SEC IO'L , BELOW) I 1• MIN GLASS _-I ; t. SEINES 20W INSIAl1A710h 5 MPLX•.ABLC TC SINGLE AND DOUBLE HUNG AND '"ORQWi'A: SL DF RS STYLE WINDOWS WHEN PANEL LENGTH ExLST,Nt .I ie PIA' . (SF NOTE I BELO.) EXISTING To OLDS ISLE NOTE I MIGW) •T0 OLAM •` 4PR •l' Ma.. 1NSALLA70N IS REQUIRED TO BE PERFORMED FROM THE INSIDE OF STRLICiLIRE ,I ATRIUM Y,1N001Y5 AND DOORS, INC. E - Z HANG STORM PANT SYSTDA•• 15 PATi717 PE110610 7On n � = GLASS - (f1S suEDla[ i , GLASS T-(M zap - r--( SEE SpEDVLE PANEL LENCT„ - PANEL LENGTH a1 WAIT 1.) ] , 1/4.6`2D•'• ( ON - 16) I/••P-2C+1• I fN SREI, t6) ISEE NOTE 1 BELOW f - iI 'I OUSTING ) 1/, i-20Xi• ` .. (SEE NOTE 1 BELOW) 455. M.S. W/ SS MS. w/ /I )5. ALL ALUMINUM EXTRUSIONS 'O BE 6063-76 ALLOY AND TEMPER UNLESS OTHERWISE NOTED 5 I.) THI$ PRODUCT { ) RE ARED 8T' T„t5 ENGINEER S GENERIC µ0 DOES NOT PROVI(k_ y N ' ' I GLA55 `i I;/S FI. W . i i ( ) MFOPMAIDNFOR A $ TE SPECIFIC PROJECT; , e WHERE THE SITE CONDITIONS DEVIATE FROM ME P-E.0 T 0}I/e'A A J/32'{ 6 7/@'.a3/32' _, ', 6• - J WIaG NUr / j �! 6. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHW.I. HAVE 3105-H1a ALLOY y � "NO NUT ) I DUNG NUT a•• a 3 32• 6- (b) CONTRACTOR TD BE RESPONSIBLE rOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF 'j Crr=2 = I : I t I t/A'. TAPCON O I} ! ' j i 7. ALL STEEL SHEET METAL PANELS SHALL •LAVE STRUCTURAL QUALITY STEEL, ASIM A-653 GRADE 50 Vm. GALVAIZED STEEL THIS PRODUCT BASED ON THIS PE.D PROv1DEO NE/SHE DOES NOT DEVIATE FRW ME CONDITIONS DIALED ON W C •Q R tj ' 6- DC. W/1 1/7 i I - 1 1 DESIGNATION W/F,- 585 Kx1 (AFTER ROLLED) IRIS DOCUMNTN' CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSI�UTY = W - 1 MN MREA000 ..: I A{�jL((' 3 i 1 wNETRA o< ROTATE, _ I - j H ALL SCREWS TO 8E STNNRESS STEEL 304 OR 316 NS SERIFS OR CORROSION RESISTANT COATED CARBON STEEL AS PER OLN (<? .THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED ,NV.WD IF MONTTEO. LO y � I 5 0 0 1 0 W/ SO k61 YIELD STRENGTH AND 90 ", TENSILE STRENGTH A SMALL COMPLY W/ FLORIDA BUH.DINC CODE SECTION 2411.334 = . N ,., ' 10) SITE SPECBFC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH DULL i � C i I i 6• 'A3N7 `•.L {- (1)6' I , 1 9. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR NSI 3D4 SERIES STAINLESS STEEL. W: 36 Aft MINIMUM YIELD STRENGTH BECOME THE ENGINEER OF RECORD (E.O.R,) FOR THE PROLE.CT AND WHO WILL BE RESPONSIBLE FOR THE PROPER 0) 11 1� 1 I- 1 r 1.1'' I , �, USE OF THE P.E C. ENGINEER OF RECORD ACTING A5 A DELEGATED ENGINEER TO ME P-E. D. ENGINEER, SHALL Iz .Td _ �i .l FI-1� j (LJ1 1O ANCHORS 10 WALL Sw,t_L BE AS FOLLOWS SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW /n FO ED i n 1 III I _I ( 1 (A) IO__LW?1NIiPAL1E6Ct. Gf:fiLBETE iMlS P ED. $HALL BEAR TH = I I - 'f 4mm .R, : ,I. I I ... I _!.I I') E DATE AND ORIGI A; SEAL µD SIGNATURE OF THE PROTESSONAL ENGINEER OF M EQ. < , E0. I I E0. `i ! I E0. Il , , F r�=�. i .i. - 1!4•P TAPCON ANCHORS A5 MANUFACTURED BY 1 T W BUILOE%- HNC (YIN. r<-3192 P F.I) RECORD THAT PREPARED �T - L 'mot.._-_--_1_- I--. s' L ,/4'.-20aJ/4'S.S 45. N/ '� 1 SIP 2O3 a EO E0. 6 - t/4' e % 7/8• CALK- IN ANCHORS, AS MANUFACTURED BY DEWAti INC (41N 1'F-3p00 p.cl) �' I CON* I CDM EO i E0. - / - / S S. Y.S. w/ ! �_ 7/e'6Y3/57' IRnc NUT �_ 7/a'h3/32' WING NUT I - 1 -'f - - /,+-ip PANELW7E FEMALE ID A PµELW?C PLUS ANCHORS. AS MANUFACTURED BY ELCO CDNSTRUCTgN PRODUCTS '9. STORM PINE! MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORY PANEL 1N 7:5•A F 3/32• WING .v, i 1; a'.. 3/3Y MING WASHER a 12 1/2' OC E0. 1 - s ! - ^ ACCORDANCE WETHI SECTION 17099.3 OF FLORIDA RUILDING CODE ONE. LABEL SMALL BE PLACED FOR EVERY OPENING ! wASHEA • 12 ,/2' O.0 1 NUT WALIER 6EY'OND) WASHER (BEYOND) - I EQ 4 - (F<-3-w P.RO LABELING TO COMPLY WITH SECTION 7 ( i ' L--� _ i I--- I 1 099.2 M THE FLORIDA BUILDING CODE !., _,/,•e TMCON a e' O.C. 'fi'--" - 'T '� 1 4'e IAPCON a 6" DC 1//A•e TAPCON a 4. O.[ - w„ „2• MIN ,HgEAOEO 7/6_6 . 3/32• ,N1NG NUT I aT) MIN)MUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 3 4 µp 2' FOR PµEWAtE (STAQKgFD W/ SAD):' (STALX.ERRED N/ STUD) 1 I P ION Al WpwgiH I 2'+i WIND P(/,iE 2'.4• WOW PUFF J/@'e R 3/3r WING NUT 1 / ' *4; ,//2 TIN THREADED I W/, ,/2• MIN TNR(LDED I ! OF PUTS ,. 1 .. REQUIRED I WASHER O 6 '/A' O.0 2".4, WO -I i WASHER O (BEYOND) FEMME 10 & PANF.LWT: PLUS. 1 �.•..-, PENEIWATFON AT WDMD,H -I.. PENETRATION A, WOOQTM (- _i I --- - Or PLATE OF PLATE j _ MnREO D PLATE j DU,wOLD PLAT Iti-t0 PANEtWTE PLUS ( I /1♦-,0 PANCLAMr P�U$ I A2) MINIMUM EMBEDMENT OF 1/4.6 % 7/8- CULX-IN ANCHOR] SHA•E BE IS 7/e• INTO CONCRETE NO EMBEDMENT INTO T (ff - I _' . ANY FINISH MATERIAL SMALL BE PERMITTED Y.4' WINO PUT 2',i VOO PLATE - - - - 0 6 1/4- cc w 1 1/a' -� e 6 I/4. CC W/1 7/A' r C INTO �EWALL NTINGVE BARE MOUNTINGiYE TA . ! . < .j - - - - A}) N ,AS[ THAT SPREGIST STONE. PRLEfAST oNcaclE�PANE oN PAVERS BE e Y ounc onT -HE MATERIAL TO FNcncE 3/<' u, u, REWRED REIN RED WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION MIN THREADED ETRA,DN MIN THREADED PENETwvwN #­20 SS SIDEWALK BOLTS UATIONALTERNATIVE 7AW O REGULAR PANEL ALTERNATIVE 7BW AT MIOWIOTH OF PLATE i AT MDveDTH OF PLAT- i " NN, VALE 3/8--1• O LIFE SAFELY PANEL G WALL OREFA T?��1./ O REGULAR PANEL O UFE SAFETY PANEL SCALE 3/6•.1' WALL MOUNTING INSTALLATION DUAL MOUNTING INSTAL_ ATION FLOOR , ANCHORS Swat 6E I.o4c ENOUGH ro REACH rHF MAIN sTqucruRE BEHIND sucH PANELS ANCHORAGE $HALL *..-` ,10EN,f •' 7 , SCALE 3/8'.1" SCALE 3/8`-1" �MNNNTI' ALTERNATIVE BARE IAZNMTN111MNINNA ALTERNATIVE HBW BE AS MFNTAILD ,N At) AND IN A,2). F •' - F F. p:.. �/l O REGULAR PANEL .,,, cA N• T![[/j'A, O LIFE SAFETY PANEL - N0. 44167 1E .. ✓411� %c ........... ✓ �, (e) T� lQ.0ftCpJa_-D_1 tlYIES per. CEN ;9 'Z SCALE 3/a•-t" P.•• AGENS ''. 9 , f SCALE 3/B•-1" '_ Tt: # i ; �� Se $ FLORIDA BUILDING CODE (High Velocity Nurrlcons Zone) �. V F FLORIDA BUILDING CODE (High Velocity Hurricane Zone - ' _ ' * e FLORIDA BUILDING CODE NI h Velocity I INSTALLATw ARE ONLY VAUO FOR BUILDINGS WITH ASD. DESIGN LOADS - /4• a TAPCON ANCHORS AS MANUFACTURED BY IT* BUILDS%. INC ( H Hurricane Zone UP TO ,555. -72D PST AO PANEL'S LENGTH UP 10 a-11• r 4 1 .BRIG ,aBtO, INC. FP ffiT 441fi7 - aLR7o 1L1a°. Nc rP - +!•' • X T/a• CiALK-RN ANCHORS. A$ MANUrACTUREO BY DEwut INc p'm-15W 5I' -r ,• .. ' t wrap nrzm, INc. 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(♦FIE, , PAIKL) (IN(EROR RAIEI) (Ni.ROR PANEL) ' (ENO PANEL) �'. i I ' IOU/ Rw nlMr - `C• HEMMED T -)I I� I SCE NOr 2. 3. I BTLG6 : iI I - GRADE So WNWUM • OETAX A_ 1<-___.��,c I. I SET NOTE 2. 3.. DIFLOW iSEE NOTL 2. 3. A BFLD. ISEE NOTE 4 BEL 1 SEE NOTE 2. 3, 4 BELOR 1 1- tt qI-��(' R,P) j 1 ]j =^•^I \�'--I!C//I�)ALEOAGE D-60 ONLv i f r'.` J jj(---r---- I I 1 W i I I I I I i t I 1 [' I !. I'L A ♦ 4. I �/1 '_O[T 'MS 'I~ R. 1,2 •R 'l V : /�� 1 I ,{ �/ ! �1 I i I + 1 { I I�66P1 ,------- I --®--•mil / S' 7cp. ,y ' '._T. , "" ; I 1 %, , 7 I�,6 i ► ,i s i I \ � I •': , I I 1 Y ! - I -- x,r .W..I I j 7,111, I I ICU 1 350'--..3S0•h .f' I I j biro PANELS r/ 1 ) ' 6 nO„ 1 - _.-_ 6250' - '250'' •\: � 2.470"-�! d� -BOLTED PANELS w/ ' ! I 1 tJ4'e- yi/1' M.S W/ 1 ` ..II I Mr �/•,•P-a4)/ � J q i 1T,a".3 32 WWRGINUt'E. 1 I 1-` '� F. I I �R ) I ,My cMT/MnT: ,Y ocI �) ii 'A01 STORM PANEL - zao' e i i : 1 IJ/>W�INc, s ! #EA OERLAP 1 -l�_i 1)h L✓' - 1=> .. - .. - 10 ' .I . 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NOR ,Y000 SCAM'- T ERO PANELS 1 1 I FOR Mn S174ACVN j i T9 DI i.+._ _ ' 250 - '.25C- ,' Mn $[E MOr 3 /� SEL SECTIONS ON SWE' 26 I• M'^ INTERIOR PANELS i I - [YEN OVERLAP 1 I ONEIMAR 1 TO GLASS ��1 W L NW/ e d 1 ,r I P'aAwKla , Bis , , r.. eE1Dw '�I OR QW/ OA W/(1©.O ,S' i 1 i 1 ��yy F P LAST PANEL. 10 BE NSTALLED AT EACH I �!• a 1 I ♦MAY P.D0.IP I /' I G • LAST PANEL �0 TO RE AST AT EARN 9NLLo �`i , I • I - ) i / I '27 f ''/SO.Ob' `. : TYPICAL ELEVATION FOROPENING YMIl NW.'s BE MOYWfO w/ IMNOC tpAF � �Ky.TIp� I / ; - I I I I :✓ I I y ' �" 1 , t / �/` REM HMgE TO iMNfArz WS AWnOH IN7EpDEp TO M INSTILLED FROM I , I , LS-r- E i� R I �` _ 2s u' E-Z HANG STORM PANEL .) SYSTEM I MrNOFD ro e[ INSTALLED CROW wSpE aF SF CTUR[ ! r� ti T- -�• i o.zsD _ _ _ - LNSOE DT sRucruRE E-Z HANG STORM PANEL SYSTEM _ ep� I I I I I - h SOME 3/32• - I• ! ea11E J/32' - ,, F_ I 1. J ! ❑ 1 i I )A `TAL^ - )5p' i .�..•^' �T--�':�_ 3 11/. aJ : Ml I Qs----���-� rpI I/ MMMEQ,� -- I r., P Q. I, r1/.• Ib. 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TRACKS AT TOP A PµELMAIE PLUS OR 15' LONG --1 ,N-T tt - I ` /'•.i>-fs Ma mNaM,E _ :1 /.11m)/r' 1 ERIL 5IM j�AT BOTTOM W PANELWTES. aoWA• W.s � M,6 >F -i-I .p,MP;-��,-ram- r-( Fry•,/_ MO B,Pa _ l , s Wn/e•.- CIO Q- l) pEIlN1i1QN._Of 5 0 E - 2 HANG STORM PANEL SYSTEM CONSISTINI, ui PANEL / xn o. MAIN.-wv.• REaAAC` QI _ 1' M^- ," AI' a W Cont. TRACKS 70P t BOTTOM. (2) CND PANELS SWAN. ALWAYS BE CONNECTED 70 E)o LNG SILL wAu HY MEANS Oi / A/,,OF ~I//•V'a- //4' DO EO , - " aaYAm J W !� I S 1/• • 70.T/. AL-IB�eK EEr� B ZWXS'�MCY�,- ALUM. ANGLE (21 �N,O PANELS SFW1 ALWAYS BE CONNECTED 70 BOTTOM TRACK OTHERWISE A STOP BAR NC PANE OR, E USED NiC WI r5• LONG ¢�'T,1 TRACK AT ELL BY M. END PANELS fMCREtE µO,yW, 'EO S I = V I _ \ Ws W jWW3Y ('� (/��91 `) O O 1 1 4 WTDE O 8 SHALL BE PROVDED AT TOP OF SUCH PANELS SHALL BE CONNECTED TO J((2i1� W/ 1/4.6-2W/4-115. W/ T/ J 32' m sta[DME -/ tt N.�EyIS CIE p Lw I 1`WEAUE /� Wrw yI IRON) ) 6061-T6 Alum. 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TILT Svc_ luR iINnT.r •i AAL/50A-TLrWL /T..2 "ALTDI A TALI' ,, If DO,Nt.. I I SIATI :6 V H ,XIMUM A.S.D. DESIGN PRESSURE RATING (R tAfA- AND CORRESPONDING 2/4 1/4. 3/4, 4/5. 5/5 A 6/5 IUM swur PANEL (i LENGTH L" SCHEDUL ONLY FOR REC-ULAR STORY 1 W/6, 211111/6, 3W/7 ec 4W/7 S INSTALLATION INTO POURED CONCRETE- CONCRETE BLOCK A VtOOD (t) NvcHoas (SEE sn 411) ON -�_ - SHEETS 9. TO EWL -1. IUN.- $1E B wNri A LNOD RNME11 SINDf F PAN .:L RFSTRAIrAFe AT fAfY i - _ _- _ _ --__ _ A7 TOP Q1 B01TOY ---- t$ IL juAL_C4 OF o - a o END HASH TRACYS D.M.. 2 3 4 �- _'I - -I- T --r-- - r--- -i 7- -�. VflTH TRACKS ,j; OR!i * DIREDI MOUNTED AT EACH jm* O. O. O _ _, __ _ + r MAXIMUM PANEL LENGTH "L+" OR "L-" (ft.) 0 MAXIMUM A.S.^ PRESSUURE RRATTING CONCRETE A *DOD INSTALLATIONS t 2a0 12'-D' I -0• .._.- - 12. 0_- 1-._6. __I3.0- J0- 11•-6_ 10'-9' __ 730 _ 10 f0' 10•-Oi wo 6 9' '50 9 6- 500 9 • a--.- . -0* _"0 a 7- a Soo a, J• r- 7, 630 a-0• 7-4' -- XIa---- I,. "_D. -_. % 7.0 5' a 00• - _ ..- sac 7 2" - . - 6 -7. __ fE50 l 0• _- 6 -,* 6 2 - _- 60 0 6 i' --_ Ito 6 9' 6 0 - 3 "' WO 6" 3• .— 100 - - ______ 3'-Y -I 196 _ _ - 3 3' MAXIMUM PANEL LENGTH "L+" OR "L-" (ft.) 0 MAXIMUM ALSO, DESPRESSURE IOERATING CONCRETE a WOOD 0WALLATIONS 1 20,0 14•-A' rJ-0- -2J0 _2'-ID II' -a I''7• 10'-7- - Jac? J3.it- I0-70 9 9' -2' 9 - 400 9=6 9.-,.e 130 50.0 e'-7 a 1- 350 e'-J 1'-9* SOLD 6'-0 - / 3' _ 65.0 •'-f 7-2-_ Y-3 6•-Ir. ---_70.0 730 7'-,2 6-e•_ SOLO - 7.-0 6 ` 85.0 7=0 6 3- 90.0 6:-8 6'-I- 950, 6_7 f0'- TOGO fmo 6'_J 6 -3' 3 7' 5 4• - -IrD.O - 5 T• »D o I r9.6 - .'-e• YRNWNM SEPARATION TO CLASS SCHEDULE MUM PANELLENG(+P) WIND SPEED C 170 mP.n II SPEED > 170 m.on -WIND VEESTRANED RESTRAINED jUNRESTRNNED RFSTRA:NEO 30 OR LESS 133 TO 90 I. t_ j ] t/2_ T 1/I" >20 TO 145 >1_ -1,-�. 1 I. 7 ,/Y 7 1/7' r r i 7 1/1 YINIMUM PANEL LENGTH (In) FOR A GIVEN MOUNTING CONDITION _ ©oE® I I I ' I I I O A t I A' I � 1 ! 1UNBOLIED PANELS '., (SEE SECTIONS AS 1 I I I I - BOLTED PANELS W/ 1 4e-20.1' r S 5. M.S BOLT W/ d O EA OVERLAP f :(SEE I I I I (SEE SECTIONS AS APPLICABLE) I I I I I i j I I I � I W M; '., 1 - D.M. 3 4 _ _ - ! I org - 3 MAX -. IIIO� - 3' MAX "• A"" 2/4 1/4, 3/4, 4/5, 5/5 R 6/5 t• YIN. 1 W/6, 2W/ 3 W 6 / 7 H3 4w 7 / ._ - __. - ANCHORS (SEE SCNFD]L.E ON SHEETS 9, to !I,) _ REGULAR S70RM PANEL ail ELEVATION 2.687• N.T.S. 1/4- MIN GAP V1 (MN O ANAP -1 SIQE WLLF(I ..._ `n' I ,.s'.D 5` I "r' TAAC- I - �K TOP DIRECT U' MOUNT i F+EADER I HEADER STUD 1 ANGLE _C I TRACK I W/SDE ' BOTTOM I w/510E CLOSURES r D5UN - DIRECT YDUTN1 46' 32 32• 35' 55• i 50' 50' S' STUD ANGLE _. _ 4 1S'xIS * 35• I .._32 - 32 I_ ]2. T 47' 1 3, 1 30. -.- _ -._ }3 -r- 55' - . 32' I-__32- 1 I 42- 1 1I 4 60 60' TRACK �. '_- Sz• 50 32 32` --'- 32' 3e. " 3e' .. yO. 96' - 56' 1 IW SINE , RISMA X ANGLE 1 WA'LD-off 1 t 60 I 56' I 58' VAX, GAP 1 .I S�C�iQN A -A , () N T.S. NOTES: a(1) U. MAXIMUM ALLOWABLE PANEL LENGTH FOR A GIVEN POSITIVE A5.0. DESIGN LOAD. L-. MAX. ALLOWABLE PANEL LENGTH FOR A GIVEN NEGINE AS.D. DESIGN LOAD. (2) PROCEDURE TO CETERA9NE MAXIMUM PeNEL LENINK GNIEN A POSRNF AS.O. DESIGN LOAD, DETERMINE VAXIWN PANEL LENGTH ..' FROM SCHEDULE. GIVEN A NEGATIVE AS.0 DESIGN LOAD, DETERMINE MAXIMUM PANEL LENGTH %-' FROM SCHEOLWE Felt, NAXINUM ALLOWABLE PANEL LENGTH IS EQUAL TO -HE jQ(BEDM DETERMINED PANEL LENGTH BETWEEN 't., No 'L-•. (3) SEE SCHEDULE Eno* FOR MIN. PANEL LENGTH FEN POROSITY OUAUF,GATIIXY. t MWALLATIONS INTO *000 ARE LIMITED TO , 95 I A.t. MAX. AID. DESIGN PRESSURE RATING KAMT "-7 S 0, 10 k I, TOR Ma AS.D. OFSIGI LOADS a MAY PANE. LENGTHS FOR +.TL\, SECT EN SPACFp �` t6 USED •N � • S --:2'•� FLORIDA BUILDING CODE (Non Nigh Velocity HIM Cone Zone * ,' 0. 44167 i .224 nllm Nc 24 GAGE GALVANIZED STEEL STORY PANEL ,EeA `R1 S, * - TaTFOF r- , -'-__- L IL ECOINS ,\ GLOBAL PROTECTION PRODUCTS, U.C. """n "'D ORIDA ' F �..'^/, % Y�']r� .... • G\l\ \y.+ - Tz�No f oraFiF[nWo C+] ,- • fir sF. - RISFw r. r`. Rr 1 _ - . 0m) m-ro , DOWN,, . - (m.Hst-I6,6, TA. (a Alems-em 20-175 NA ~G-om6119 A'A aMAWAq No I/ItN1�1 N/9GW.rUIE/DIn WMIO A T01N7 A., PE LK. Ni __- SI+E21 ] n le I INSTALLATION DETAILS FOR REGULAR PANEL (1 INTO WOOD STRUCTURES I I ��__-_._.._ '._-_�.- . ---i 3 11n, _ -T--- T- ' SEPARATION I 'L 1 "I i TO GLASS. ' - , 1 11I I W000 ANCHORS _ (SEE SCHEDULE ON SHEET ,I) I 1 I/J•A-m.I- �• i G0"E•igae0C 1 (SEE SCHEDULE : z,.I TINS. I ON SHEET J) I n1�0•0191IP __ _ IO -r` - -_ - I . -. V, , S IDry it MITI 1-61) ..,I r 1 I (Z 1 WOOD ANCHORS '.,_I I' - ! TT I I 'L' Mon ' EXISTING --I I I RARE L LENGTH GLASS � REOUWOOI IREEADER - N 1 1 I (SEE SCHEDULE I/4' (SEE SC EDULE ON 11) 1 A QI 1 1 _ - _ :.r _- _. ;_ ON SHEET I FOAL i, *+', IAAx SHFFI I /2•i 1 - _ 01 i f-, SPACER -,. 1 I i_ SPACER '- -I- , ' r OF IFNGIN _i I t '. 1`' MAX i` WOOD HEADER A I, s I ' REQUIRED 1 I I i j I EO' - -•-_-•-i , I 'i 1fm I ,�' ��.fi. - -- 1 ; j ;: r i 1 -- r� - - I 1-- L_�. 1 CC I ( 1 1 E . H..:-__ -.. j 1' MAX LONG ALUMINUM SPACERS O 12 1/2- @QC. -.: I _ wr I I _ j - \I , , 1 111 I E I 1 (SEE TABLE P1 ON SHEET 11.) SEC NOTF. " BELOW FOR LIMITATIONS FOR 'C I SEPARATION 1- f0 C1A55. _ 1 1' ,�, 1 PANEL LENGTH I i MAX. _I t 1/2' LONG SLEEVES. 1 I i PANEL LENGTH I I (Stf SCHEDJUF I ON SHELF 3) I (SEE SCHEDULE ! I SEE SCHEDULE - E I 1 (ON SHEET 3) PANEL MATE IEMALE ID OR PANEL MATE 1 I i '/ .F - ON SHEET 3) f I PLUS (SEE SCHEDULE ON SHEET tI) 1 , 1 ' �S 0 W� I A I ! I 1 i T G IMAM I rm PMAL Mrn I ' t I i ) - just I ( U]YH act Y-6j rXISTIN_G SEPARATION E T I 2'.4' W000 '.!STING -1 RP ' GLASS TO GLASS (SON SCHEDULEET PLATE REOUIRElt CLASS , ; () I i ,, ., i ', DIRECT MOUNT W/ SPACER 914 1 I 1 1 1 i t r ALTERNATIVE 2W' - - E i SCALE 3/8-l' i ! _ SOY ' 'I / I O 12 I 2" D.C. SEE TABLE jl ON SHEET 11 FOR MAX. PANEL LENGTHS er I I I OF .L. O I 1. i MAX. AS.D DESIGN LOADS FOR THIS INSTALLATION. CC '-_ -_ I - "1--- -�_..-_y - N 1- EQ 1 A I 1 I - ._- _ _ . ! __S. - . I I I ! . I_. *DOD ANCHORS * * IDLE: EO I I .. }�_.-L _.._ A , I I STAGGERED W/ STUD (SEE SCHEDULE ON -SIAGEA SAWY L 1 Ilr LONG F �. WOOD -- -- _ --------'--- ; -® Tkygg; I 1. SHEET I1) ,. (1) RISTMLAnoll a LIMITED TO A PAE SIM IAALLWiLS WITH IT-0, MAX AEWH ROM H®plt (nW a A 11[STWCTIOM TAW AM 12•.A' I PLATE REQUIRED _) 1 WOOD ANCHORS I 8LA➢VII HOUNT CLARID LY NOGIED ON SELL I1). STAGGERED W/ STUD I " "' M"Ne U" To GLASS "P"` [O I OW SHEET 3 WY B R[OVCED 10 1/.• a ^'K4• W000 PLATE REQUIRED I (2) 4ACNDIa GAeq THRU COMPONENT eA olma WTI FINALE O oe f (%E SCHEDULE ON LEM AS THE ial. COMORIOM6 ARE - - 1 1 SHEET I II 1 001"" IWFIt '-- - FANG WR PLUS) SHALL K SPACED MAAIMUM AT 6 1/4- DC. (iM$ B A ROPTINICT10" 1 12 1/2' 0.0 VAIGNG ALIPWDT ON I (I) twxMw Aso DESIGN PRmmm RATING a .eq -45 PIN,. - S14iT e). (3) w a. M GCE PARL LE+G,1+ a LMOM TO 04- A ANY OPENING GO WXAWA srow PAt10 'rw B WALL �, MOUNTING / DIRECT MOUNT MO ° A sw 101 `"W UNINEN °" L A aAm a scHEoIAE. sEn ) ALTERNATIVE 2W (411 1/2• LOW Swmt Ca1POENt PSA SHALL K AS Nautm ON WALL MOUNTING ALTERNATIVE 1 (3) s1aW PANEL WALAPPON a ONLY I W INTO, AN am.0 WOOD r`AwE WALL SCALE 3/D-1• SHITT 2. INSTALLATION M I 1/2' LONo SPWIXA G ITS GAY WAA FOAL WOOD ZOMO 1. 2 Ara 3 a DUUMM of OcTY SCALE 3/8-1• (4) ��Mj LIDO YF (-1900 STN'0AM Mq IM 7020 (hN mr1gN) M THE RAAIM OUKINING OWE ["� 89i-a8. M14MHINIIt", ''I.__.-.------- ._.._._..._.__.____: �,'. A. T!( P\ .•-,••s,i/IS -- tfDIFS 1_-- \DEN E .7s 4 FLORIDA BUILDING CODE Non Ni h Velocity Hurricane Zone) OTEFQe_C 4fl@TQN-DE_bECI45 ' INSTALLATION ARE ONLY VAL D F OR MAA_S D DESIGN PRE SCARE RAbNG sT' AND PAhn_LENGTHS 3a - - - N . 44 167 - Dxe +A¢o. KE4 GAGE GALVANIZED STEEL STORM PANEF.A.r L DOWN n 10P k BOTTOM MOUNT NGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR 3 9'.• _ - STATE OF- •a+ri��� roR7/2o20 ; GLOBAL PROTECTION PRODUCTS. LLC. COMBINED IN ANY WA'/ TO SU17 ANY INSTALLATION ALTERNATE 2W-) I. r✓ -• •Y' X' r --- •. (ORIO/'-•' • / 1L E C O INC. GAR nLu� NSNr�L'sR,Ra cowrANr Noo Sr. 51 STetn 2 FOR NEW W000 FRAME CONSTRUCTION:: WOOD "y s�•. N Lo'!r 1® HwlWpl un'P Iwu. rL 3vIJ ` "'"` IIP•1n,-,m ' alN m-1 ,•Na+L. asJpeeP-Tsa6. rA. Tm.)m9-aR2R 20-175 MEMBERS TU BE SOUTHERN PINE No 2. W/ SPECIFIC Kb �NRi/am oRAw4c N° DENSITY OF 0.55 OR EQUAL. IARM ITA4 GA-Om6)16 a wK1D A /L T .- PLE - ! / � FIORTIA Lk I 4001 SHOT 6 Or to --------__._. ------ ----- --- --T -- - -- - GENERAL NOTES f ONM EM @=MAR IR 9eFEtt t F-t 4A61a 4rWeAH PAfEi n- LC) IQ Er5:1•riti_RV:i:__MM 5PLCf� SaTJYI_Y"--�.}5_NIN. STORY PANEL SNOWN ON THIS PRODUCT EVALUAD N CACUNENT (P E C.) HAS BEEN VERIFIED FOR COMPLIANCE M ACCORDANCE - 1 /4'e TAPCON ANCHORS, AS MA UP ACI'JRED BY ' 1 W BUtLOEA. INN:. D FLORIDAAT WTH SE 2020 i7tn EDITION) O THE LOmi3A BUILDING CODE NOS S,Orru PANEL SHALL NOT BE INSTALLED HtCaN - pl4-t0 PANCLMAIE FEMALE It; AND PANEUMTE rT.115 •NC,MORS, A$ MANVFAE:URED BY ELCO CT}NSIRJC1pN PRr)",UC IS I T COUNTIES) VELOC T HURRICANE 2CNAE5 YMM- ROTYARD CtlVN ES i SCREWS ( MIN B ) LAC CWS PER NOS n P r . r FOR A -fs N Wlif SHALL 6E RMNEO k N 1d 9 0 MENTIONED ❑ . SASE WIN❑ q O LOADS DETF. AS E SECTION 0 HE ABOVE E NE OOe - J H"e / A 'S-RI GI A T I + /IJ 5 B' 6VSWINL. 5 T'A_ B FC BY ALI. ON 5('.RFW. 87' k 5F CWtt cc / W0p( E , 16* / R t -T D F R A I 1 SPECU A$ WINED BY HE JVRISDI. ION WHERE STORM PANEL NYLt !E NSIML.E_ NFD 0 [RRECTIONALtTY FACTOR E C G N =O ]-16 µ N x l H I A I - -f+ R S R DN 1Y N SH D 1l5i2 FS D SHALL O E CEEL C M4X MUM $) rEaC E 'SLIT C RA G$ • OCA COO ECTS r. 11 T PENETRATION :Nl,: WOOD t)F TAP' ANCHORS S 1 + ' µD '" FOR CO PANE i " V Uc C U _ THREADED ENETRA ON CON -HELL BE , 2 U EL C W L t _ rN 1 17 P I 1. 9 7, AND PA 2 • H6 AN ANSI D C MALE FEMALE RIRV i I P T_1 T IN 'R T NE ABOVE CON IUN utnwr DESIGN WIND LOADS DETERMINED PEP ASCC 6 SMALL BE FIRST I]RDE O vF (`JI F .Sq DIEM P T P TIRE T IL Jf ICO SCREW MO E WOOD rRAAE C + 1 "' O THREADED REDUCED 0 D YSK, PRESSURE MUt L G BY C ORDER 0 CO E ESE W, MAXNM)( ( U ] 1 SHALL B TO AS. N' R RATING BY MULTIPLYING THEM b IN R COMPARE TH / A.S 2' MINIMUM HRfINTO STUCCO SHI E1, I DESIGN PRESSURE RATINGS Rr[JICATCO ON SHEETS 3 9 THUD lie 17, It MNEIPAIKXI INTO $TIJCCC Srvll DE CONSIDERED 4S PALM OF THE REOtNRED THREADED PENETRATION XN ORDER TO VERIY THAT ANCHORS ON IHIS P.ED AS TESTED WERE NUT OVER STRESSED, A 33R, INCREASE 1N A.lf COWABIt STRESS FOR WIND- M NT-I SHALL TI' LOADS WAS 28)T USED N THETR ANAL F15 FASTENERS SPACING 'O WOOD HAS BEEN tiETRYINED IN C 3) INM4U EVCC DISTANCE OF ,AL SCREWS L WOOD ALL BE 45 INDICATED N S 05AW1M; ACCORDANCE WItH. NDS 2016 C • MINIMUM TION SHINC SHAL• LI RE '.:N' 1 M-Mu. STORM PANEL'S ADEQUACY, rpR IMPACT AND WIND RESISTANCE •MS BEEN VEfMIEO IN AGCOROµGE WITn SECTION 16091 2 OF ) PENETRA OF WOOL LTU 9E Sr`t I:4 . 2 SC _N5 uSFC Y BF /.- LGMC MU R R .' MI. FOR IN c 7 THE AEON' uEN',IIJNED CODE AS PER AMEWCµ rtSl LAB O• SOUTH FLORIDA REPORTS P()CrT40,-0, µ0 P021902-09, A_ SHOULD - UCCO Exl_ . ANO YIMUN ALL_ W1T1 NO STUCCO AN) AMR -STING H FLORIDA FORT 1 H S PER PER $STD 'D III 330-02 STANDARDS, I E IUN SACC Low RE +,O6U a A. E PROT0CGL5, AND A. PER ULCUtA•IONS PERFORMED IN ACCORDANCE W/ SEC -TICK ,FROM Or 'HE _ 5) !N CAST DIAL PRECAST `?TONE. OR PREEASS CONCRETE Pµ N Op wOOO BIRD$ Fi< rOVNU ON TUNE CXiGTING 11F ZUI AND TA 3 PIE E D I RUCU rI�R10A RUI.OWG CODE WALL ANCHORS SHALL. BE LONG ENOUGH T1 ROACH THE MAN STRUCTURE BEHIND SUCH PANELS NG CODE SHALL N NT. N N r, 1 1 .4 AJW,'.HORAGE t% AS E OFT C 7. A C ) P " N' MNU % V qN' 1 -I r i M L!N H �. F NN.3TFD1 SC __ kV I M E TR S > U kE 6063 6 ALLOY µFL E ER ( LC55 0T ERA$ C S+RT 2 ' (D) µCHOIRS S`IALL BF INSTALLED rOLLUW/N4 ALL OE THE RECOMMENDATIONS AND iPEi:II It ATiOHS 11 TNf µCI+DAIS MWUFAI;TVREN 3 A,. IUMNUM SNEE1 METAL USED Ai CLUSIMFS SHALL HAVE 3t05-H14 ALLOY H PANELS MAY A SO BE INSTALLED HONZONTALLY EOLLOWTNG INSTAjATI11N DETNLS gIOwN ON 5ECT)Ok I THROUGH 6 (SHFETS 4 Al EEL M- iTSHEET METAL PANELS SHALL HASTRUCTURAL QUALITY STEED. AS74 A-653 GRAPE 8C YINIMUM. G-6C C•ALVANIZEb 'HROU'H S; F%CEP• THATT NCA -Q 4® SHALLL NOT BE USED SIZE. DILSiGNA-ION W/rT. 922 Ku (AE,EP ROLLED) 9 .1 SiAL, OF I'll RESPONSIBILITY OF 14E CONTRACTOR %, VERIFY THE SOONEINESS Of THE S'I UCTTHE WHERE SHI-INTER r, TO BE 5 At. SCREWS 70 BF STAINLESS STFEI l(Ta OR S:E N51 SERIES OR CORROSION RESISTANT COATE.G CARBON STEEL A5 PER LIIN ATTACHE:` IC, INSURE PROM µCHORAGE THIS StrUTIFP $HALL ONLY BE ATTACHED TO CONCRETE. BOCV OR WOOD t1RAME 50+J18 W 50 Ysi Yi..LL' 'STRENGTH µD 90 XA, TENSILE STRENC`N AND SHALL COMA Y N F; BVI-LAYGS ! / OP,W 2JILUING ('DUE SECT K;N j-'1 33.4 G EACH REGULAR STORM PANE'_ WITH' LENGTHS OVER 90' A. PER SECTIONS 1 2, A. 5. 6 AND ALT. RIYA:LES IW, 3W a AW ON I ' 4 A N A' A Y 1 R T T SHECT> 5. S A J ESPECT CLY. SHALL HAVE µa RrJ,[NL VI$ BLE MARKING 'NSTRU'nM; CwN ETNNT O � O E BDLTF TO BE ASTY A-307 GALVANIZED S,F1 L. OR N51 304 SEFICS S"AWIFSS S1EFL, PATH 36 Vs. M:N YVy YIELD STRENGTH URINE SECV•R€ µfLS wttH APPLICABLE RONFOkCEMEhT DURING PERIODS OF HVRRICANf WARNING 7 µCfHCMS TO WALL SHALL HE AS FOLOWS 11 THE INSTALIANCIN CONTRACTOR IS fO SM/CALM1K All SHUTTER COMP/:WENT EDGE$ WHICH RUAAN OR CUNNTINLKLS CUYIACI Mir' THE BUILDING TO PREVENT WIND/rWN INTRUSION (AI iO.j.ACaT:"LG-POUREI'S9'iCRETt - 1/4•0 TALON ANCHORS AS MVRUFACIIiRED BY I.7.It. OU,OOE>. INC (M,n T—3192 ;I ' ) 12 STORM P4E1 INSTALLKINUN SKILILL LUMPILY WIT" SPECS IN131CATED IN THIS DRAWING PLUS ANY eU!L01NG AND :JNNG FREGULAIIUNS 1;'4' r +r 7/e' CALK IN ANCHORS, A<, MµUFAC1URED III DFWALI INC PROVIDED B, Ill( JlN15DICT10N WHERE DERMIi IS APF,L ED TO RPONT Y , 4Y ` q H AS PST N. PC CHEYf & CPC M 3'. SC.L SE ANCHORS. S. J RIBNEC RY SOLI _UN CO F'i C - - P • .. (a THIS ' T EVALUATION LWH + Cr FR F THIS ENGINEER Ic Rrf% AN S NE R.)WO 1 =rM 1 (M.n fn ) 5 PROD IC DOC E 4 E ) EARED B• 5 LNG EF _ C.E.N. _ C DC•E [ N ,AA 10H , D�•1 F P rl P r THE T l• r1R A I S fl C ROJC e. WO -ERE E SR CON M P D P1.-,n PAN(lWT[ rEMµC q e PANEL MATE PO JS ANCHORS. AS 4ANUFAGIURCJ Br ELCO �aNS'RL;t-iKW PRM uCIi - SITE E C' E CONDITIONS DEVIATE PROM E E PANED A F I 4 A ZArAAC NNllh ANCHORS, 3 MANUFACTURED B EWALI ANC / 1 P I cCrr' (t. CONTRACTOR 0 BE RESPONSIBLE FOR i H[ YLEC7OrN, PURCTMSE µD INS INCI..ONN LIFE SAr'ETY C PHIS PROCUC' 103ED 1X'I THIS P E D PRO'nDED HE/SHE DOES NO' OEVIAIE FROM THE CONDICN5 DE,A ED ON IH _ IJOl,UMENT A 1) MINIMUM EMBEDMENT OF IAPCON µCHOPS INTO POURED CONCRETE SHALL RE 1 3/4', 2- FOR FLCO ➢ANELMATE AND CONSTRICTION SAFElf AT SITE IS THE CONIRACTOWS RESPONSIR1 r ../4' FOR ZAMC "LIN ANCHOR$ (.) THIS PRODUCT EVALJATION DCJCUMEN• WILL BC CONSOFRM INAUD rF MOOFEI, 1 T II A �-N -'7 P.c B. EMBEDDED ! H NIU ME POURED G CRE T rE1 EMBEDMENT INTO 2 CALM B SOLO v AWHO _ SNAIL F E BED JURLL OJ E I n, I 4' - tl R S 1 MINIMUM SHOULD % 1 - 5 STUCCO SIN: BE PERMI El. e 2 SCREWS USED SHILL BE 1 2" LONG � COLD STUCCO t F Yr PR• C' AA Y H / 1 0) SPECIFIC 7JE .,5 SHALL 8L PREPARED B A FLORIDA HEIDSTFAEU =NCIN fR N KRCNITEC' W ICH YP EI', Mf iTIE ( 5N1F l F O L 0 .7 AND WHO WILL BE RESPQNENGI FOR THE AND, ,' MINIMUM FOR WALLS WDh NO SILICCD, AND MAY BE HEADED SCREWS OR ALL iNREAREO SCREWS W/n HEAD, ENGINEER SE RE LORD (E U R) FOR THE PROUECIRECORD. BUt WTN WING NUTS PROVER VSE OF rHF P E D ENC1N•EFR OF RECORD. ACTING AS A DELEGATED ENGINEER 10 THE P.E D ENu NFER SMt: SUBMIT TO 'OS LATIF,P THE SITE SPECIFIC DRAWINGS FOR REVIEW A S) IN CASE PRL;40 STONE, CONCRETE PANELS PAVERS, STUCCO OR WOOD BOARDS r7N THE E+IS^ITC WALL OR FLUCRR, µ!'NOR` S,Wt RC TONG Ft1(.'l)'Y' TO R[AL:N M; MAN ::TRL;C'JRf BEHIND SUCH PANELS (ei Tu,!$ PE.J $w41 BEAN THE DATE AND 01HICINAL SEAL ANCf :IGNAT'JRE VF THE PROFESSN)NAL WALL OPHS, 5 HI D SLC 4NCHORAGE SHALL BE AI, MENTIIJNE, IN A,) AND IN 4,2) ENGINEER OF MECCA:I THAT PREPARED !T Tel TQ. LASTIN,,_.L24T RLM VOCAL L I.'L ASI1C ti__-3D. 14 SHUTTLE YANVEK_TJPEP'S LABEL SHALL BE LOCATE✓ ON A READILY VISIBLE LOCATION AT STORM - 1/4' a TMCCN AIRCHORS AS MANIJFAC*UREO BYT w BVIi.UE%, IN[. PANE- S`1„ITER N ACCORDANCE WITH SECTION 17099.E OF FLORIDA BUILDIN,:` CODE ONE LABEL - , 4- • 7 D' CALK -PR ANCHORS. A� MANUFACTVREC 9, DCWALI, INC SHALL BE PLACED FOR EVERY OPENING L4B('LING t.T tOWlr WRIT SEL'TH`H I70953 nI DIE i / F CFRICA BUILDNG CODE 1/4.0 A 3I,4' SOLI) SET µCHORS, AS DISTRIBUTED BY ALL POINT SCREN. BOLT A SPECLALI CD Pta- IG PANELMATE CTMALE ID µD PANELMATE PLUS ANCHORS. AS MµUFACTVRED BY it.CG CONSTNVCTION R04st llllNE/q t/A• A ZAMAC NNLIN ANCHORS, AS MANVrACTVRED BY DCWAL.i, INC �,w•S�EF1 A. till/ 6•) MINIMUM EMEFDMENT UP TAP CIN ANCHORS. ELCO PA•NELMATES AND ZAMAC NALIN ANCHOR, INTO THE ,�CENs• :'9 BLOCK UNIT SILMI Of 1 1;4-FLORIDA BUILDING CODE (Non High Ve1DCIf NYEYtEane Zane IN ANCHORS "HALL Eu6E0OFD 7/8' INTO -HE No E 67 •: e'QSO I`� K 24 GAGE GALVANIZED STEEL STORM PANEL e. CALK k S•3LD SE' 9( CONCRETE BLOCK JNIT aowT'iRtr-144 �„E', �. STUCCO SHALL BC FERMITiED 1/4- 0-20 SCREWS USED SHALL BE ' '/2• LONG MINIMLN 5-O:I1' to fACT * _ - ___ m/tl/mm AND '• YIN14Uy FOR VIAL'S WI NO STLCCU •O / C GLOBAL • STATE F , PROTECTION PRODUCTS. LLD. z 9'. ILT E-T C INS ./M1 B 3) IN CASE THAT .KOAST STONE. IX PREC.I• CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOJN F(0R1 .• �" •�1. Z'L% TILIn I. -IT o Ncl� co41T � - F� -1..� 'G\ 20-E75 tXIS'.NO WALL. ANCHORS SHALL BF. LOW: ENOUGH 70 REACH THE MAIN STRUCTURE BEHIND SUCH v s S� .,-.. N - r>o a lym _.sH •,qM r91'IkeC-HALT+4 (ra)Kw- 1 TVNCHOMGE SHALL BE A$ 4ENDJNED :N H.`) AND 'N D2} /41/Ay /ANAL 4c �- -91 G-Dm6719 -- ENItwVIHIC t. A w,. .f of IrIMMM - A, 91fit ' P ,e H6 ----, - _- INSTALLATION DETAILS FOR REGULAR PANEL !i INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES QQII STING POURED CONCRETE EXISTING POURED CONCRETE --MN CONCRETE BLOCK - OR CONCRETE BOCK AE L Rf_ •y j,: REQUIRED. CONCRETE ANCHORS I CONCRETE ANCHORS/'I. (SEE SCHEDULE ON I ' SHEETS 8 THROUGH IO Lh 1:1 (SEE SCHEDULE ON ,6" SHEETS 9 THROUGH 10) \� HOSTING POURED CONCRETE OR I / _ 1 coNCRETE BL.C,K (3l ,/Jk2m1•1 , 4• 1/2• 11I,� • REQURED. \_. ss 1HDI wo ears W,�fA R/1' OC _ .YAX -. CONCRETE N4CHOR5 - �L''(SEE SCHEDULE ON IEC E D I1SHEETS 9 IHROUGH 10).., f'' 1 I _,"I p I1I_ _ a - - 1p•.-]pl' IL _ ___ L _ I ,/.•,4N„• .. I 1 EA1. ' f M,- • I 1. Fs eoln .,(� N T A 1, wfRAr _ L A4. 7 j. ss a- w r__ 7E S. r+ 11 _ ' 1 SEPARATION 70 GLANS (SEE SCREDUL F. 1 ! (HA tG, WARM. I LD4'YH a4r' T-d) -1' i SEPARATION : •, I U mcm OrB, r-6� -1 TO GLASS. 1 oa Nor Nrn (SEE SCHEDULE '� T l I EX15TI CLASS ON SHEET 3) 1 Mo. 1 ' PANEL IENCTH 0 ON SHEFI 3) j t 1 E I 1 I F H DUIF t SC SC E 1 V'" SEPARATION ON I i .• YDF 1 1 I ON SHCF' ]J ( I 4 G I 11 _ LLENGTH HEDULNG- i (SEE SCHEDULE r 1 I CONCRI'F. µLN[IRS I I SCHEDULE ON I I 1 • II 1 i SEEPAN (SEE SCHEDULE (SEE SCHEOL41 ON SHL.CT }) ! i ON SHEET J) J) (SCE SHEETS 9 THROUGH tt), _ I i_T ON SHEET HE l I ' I I i I SDY R I F I- OF 1' [ L� dl j L I,�`I EXISTING C! I $ pp I TUX ' I Ii 50x GLASS I I (� 1 I 1 , `I ED FT } ED I L�Ar ,�J090.rs 1 w� e ,/.• oc I i I I 0 OF 1' l 1 MAX - i i C.0 I ! t ) r 1�, I jEt . ' P ED. I I L C �! y Sri /G D CONCRfTF OR T FO 12 t/Y OC ' I A< APR.)UBIE) C M1 6UIIa ELK _ PA CONCRETE BOCK I r CONCRETE ANCHORS J ' . .- f i7 aN _(p �'4- - _:O_ Jv-2o' Sz. M.S. r/,M REQiT:REO. _.t _I I (SEE SCHEDULE ON _--���.111 I ! ALTERNATE • ,T In' G.c. - I- MM _ SHEETS 9 THROUGH 10) I W/ M ONLY WHEN SOLI) /. _ /, LEG LOCATION .. ' i { SET ACALK-IN ANCHORS ARL USED 4 W/ ,`��ZT,' WHEN EXISTING POURED CONCRETE OR CONCRETE BLOCK ALTERNATE COWOREIE -- EXISTING POURED CONCRETE CONCRETE ANCHORS PANEDAATES ANCHpMS ARF USED REQUIRED. ANCHORS OR CONCRETE BLOCK REQUIRED. STAGGERED STUD (SEE SCHEDULE ON SHEETS 9THROUGH 10) (SEE SCHEDULEON (SEE S SHEETS 9 THROUGH 10) G BUILD -OUT MOUNTING SECTION SCALE 3/5.1• 1 M NG SCALE 3/B-I' WALL Ya SCALE 3/6-1- I \\\SMLnP I+N UlR(/f4 (lJ sr•pylE... 4 �: ' \LENS ' .. . FLORIDA BUILDING CODE (Non High Velocity Hurrkans Zone) j- E.D. -EDGE DISTANCE ySLTE FOR �QMBINATION. OF SECTIONS : 0. 44167 ? * : Ik = �'•. STATE OF c' .- -- •` Dwm nRm. 24 GAGE GALVANIZED STEEL STORM PANEL // 1 L E C O 1Nc ``•. GLOBAL PROTECT PRODUCTS, LLC. QM,,,„AI e. 01/a�'D (SEE SCHEDULE ON TOP k BOTTOM MOUNTINGS CAN BE ' 9' 4--- = r✓'•. F P (ONTO : / IiLl.fr TiSnylOr EEWNO OOMPMn Nm SW. 51 znef-. �4E 4 333'• SHEETS 9 R 10) COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. /T• , cG , \ ,1/7O'%b! ; o � •. • ,G ,, / a WNW ArAma F. Mu „ew. lAW) n ME1--aMt n1-1A, R (MAXP W-7545. - (KH)6M-TINT , 20-175 oeAWwG N• ss aWlwvwR '/ INANN IMAMS PJ'-�^7tq I J,, PC WAI[rl A Ilk"N1 LE[r . O< ,e - INSTALLATION DETAILS FOR REGULAR PANEL 1,I INTO WOOD ALTERNATE LEG 4'.B' (MIN.) EXISTING WOOD - .I _ LOCATION BEAM REWIRED. STRUCTURAL ADEQUACY OF EXISTING WOOD BEAR TO BE CERTIFIED BY .EC- fG - REGISTERED ENGINEER OR - - - A, J A ARCHITECT PRIOR TO SHUTTER - {J� _--�_ - i• Min. - INSTALLATION. - WOOD ANCHORS ALTERNATE WOW µCHOIRS ..� - 1' NCH nIASNO re7r0 (SEE S I t) OH (BEE SCHEDULE ON ` ". „r,Cp - g�W m SHEET I1) SHEET 11) l- -EU-'-�- t/.'--,• SS ,FS V 1N1 _ fP LI ' 1/4• I 1 , 1/2• I - - f MAX. WOOD HEADER -i - - ,� , EXISTING 1 I p�1 I -- I REQUIRED C••1•�, I 1 Y•..i_,ics,' IN GLASS `� ` I I am 1 rrQVf eE�%Je o.c WOOD ANCHORS Z. t E ll I N 1 I (SEE SCHEDULE ON I Mtn. 1 1 tan I Y SWEET 1f) i F1 - . _ . "I L l ((. . t •l1i 1PARATION TO 1 i, I I j -a GLASS(SIT1 - ' I, I SCHEDULE 1,/.Y-}L ,' -' I -1 I 1 I ON SHEET 3) ) ( SS Uri w,(t� _ 1 MIN. SEPARATION TO GLASS 1 1 �' I / ; ' (AIgEAlavilal,,a,�QrO r _ -' SCHEDULE ON SHEET 3) I I/.•t-?0,• Li MAID I LDaH OAR rTi - 1 ; A uea�-o PANEL LFN4:H I" MAX I i (SEE SCHEDULE i , PANEL LEN67H A Ig H tXp r-e`) ON SHEET ]) (SEE SCHEDULE IXISTI(N�I I I ON SHEET ]) f ' T - 1 .LASS 1 I I [ r^. l __ . -A i i 01 I ; xx 1 -1 1 I I SOY ; 1� I �' �. wLxL. OF 11, 1 '�4`) ; ><..i' MAX i = I t I NO FtNISMI ";� I I 1 4=w, J ,K%,- 1 l E� u HEAP, e6Ln AllOWED p' 1 ` ' _-J . I -L_- __---_'J•, '14i w , 6 1/.• oc _. - -- OfCN REQUIRED 2'K4• WOOD PLATE _1 _ I. W;000 ANCHORS . _ 2•X6' WOOD 11 R£WIREp 11 WOOD (TEE SCHEDULE ON iv-.1- (SEE SCF1) ON SCHEDULE SHEEN S 1) .. E --. fI {tI - 2- Min. - - _ [ - CEILING AND FLOOR MOUNTING BUILD -OUT MOUNTING ALTERNATIVE 3W ALTERNATIVE 4W SCALE 3/3- I' IM4TwuHNrtgl/ SCALE 3/e-,' f -! • r: NQT�('IQMBINATION_Qf_SEC'IONS: NOTES- - s �. N0. 44167 - FLORIDA BUILDING CODE (Non High VelocityHurricane Zone), 1 INSTALUIION ARE ONLY VALID FOR MAX. A S D -* -. * - TATEO)- r.P. r P 1T I40 THINGS CAN BE 0 R BOTTOM U R P o TI.' 1 N P - DES ON E RA NG .z A 0 ANF1 LENGTHS - t'. V (P x 24 GAGE CAI. ANIZED STEEL STORM PANEL WALE: eY n STATE OF COMBINED IN ANY WAY 70 SUIT ANY AS PER SCHEDULES ON SHEET 3 9'. .'(r 2 SCHEDULES -''. �"B \•� INSTALLATION 2. FOR NEW WOOD FRAME CONSTRUCTION: W000 ,F<0[gTQ�'}:, •_ --_- I� -/21/lo» ` GLOBAL PROTECTION PRODUCTS. LLC• DATE I MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC s's„ f/ .. " \`- -- - /' IL E 4t O INS. CANAL F �-. DENSITY OF 0.55 OR EQUAL. INun TEvr a Mla CO.PANY Um S.W. 51 6/RFE 'IRIIIHIiMH", , MWF•R33". m wA�,tllppl 1r 2D-T7S :' , r-.- IIW"�mr-rrAW� l6W) n -. AOf. MJNeR-25.3. is R•w)0eP-e») G-omM19 Ar 0 ""' M•. P[ 9LSL/SOAAIUAE/PATE YLTER A 16LIT Jr. PA Nl 1 M 1e fi^'e ^ ^W W = -0 0 _ CV > w r _411HOOOH. 0 = w L o .&.�-.N � . w N 00 U -C � _2 C 0 a) Co C)Co O � L� 0 Co •� +� V (nC O _ 0 L Cu .=�4�0 V//J CY T r_ c. = O �- W In t (= Q V r- = E Cn U EV =Z L1. V) � . (n � •- R1 r- v) Q C14 3 a) Y C) .= Cu > 6] C c Q - 3 m 1d O] m O - L.1 w i C cm i;. Q a E O It.)- w ,�, L W _a) =3 CIO U) CL (1) =3 CIO 0 L_ 0- 0 (1) m U) W Lu Q Z Z Q J 0- SHEET NO. SH 1.3- - - --- - 1 ---I _ _.I I I _ — I_' I - I I11 -- - - - --- I I I _H l I11 I�'7m1t111i1 �' ! LIT r'ILI=I �I --'I !Il _ 'i r 1 I In 11�L LI! 'fiL�I�lilll�lllPR 1 -I I �'- - — - 1 _ !i II' j�I�P 1 I - - - — - - I -) w1n1 I END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE CONCRETE BLOCK OR WOOD STRUCTURES• VALID FOR REGULAR LIFE SAFETY & E-Z HANG STORM PANEL ';SYSTEMS 1, I � OR POURED CONCRETE BLOCK . 1 `, I .'.$ OR ,a .0 ,® 7• a J' a 09r S1OS H-14 CN VARIES 1 � WROD IR W000 FRAAN e0e}T6, 03 .91R KW. 7 ® & ® s 1b.•i RFOUNYC ANGLE WI,H /. , ]/: I t 1.- APMN • 12. OC < I /Y A, 1 Mn POURED comm'.'WW CD _. CONCRETE 1 � I 1/4', a I ]/<' TAPCON ( OR 1'.4' .1000 {FAME R W CONCRETE LROCMRO= ` .ANOHatI • W DC 2 ,/2' _1 ',. E REI • 1 E_ OR ..�_ _'j . <• FRAM 2 a WOOD E /. h r.u/ x +� REa ED I I x1/a f tF -11•SAP ' I 1 1 J' � nlhEl /- 1- 31,. I i __ _ Man .1 ANpHOR I. ALTEANAR LFD LOCATION 1' • t 2 D - / vARIEs� i1 1 2' . T' ..7-- 7' a s' . s Ad. �< L 41a � 1 t - ANCIf-r- GOOD• J1o5 POURED LONORTf. CONCRETE- a -T- - 1 • ' N,,A,YUY aLOCN OR ?•N' YrODO FRAMMz'F1•x 125•- REauPro-Nil Cd�lf-T'. - I2 M , \ I- / • I i jy \�' � 1 I ANCIL u... `/, l / `% Aa. SAP • 12' OC. 3105-N'a OR 004 -11 AUCF` W/SAC%VU1 Cant Awn ANGLE CASE A PLAN) CASE B (PLAN) CASE C (PLAN) CASED (P�AN1 SCALE 1/4'-i' SCA.F 1/a'.1' SCALE 1/4'-,' SCALE 1/4'-1" I I 1 1 SOIJO-SET OR CALK-N 1. 1 OR ELM PANONAIE -. raDrro�Y 1. i y 1^`� 1//'''••,��' 'f c aoo1TT• too > R o0 sEr \4 -. J • V V 19 D' ANETAIA W5 1.5X POURED CONCMiE �I O & Imo! r,TANE�ACWWEp SAAPPLIC,BLE ,XNEO'`") SNCET. B,1 _ (MIN. PANEL COW ETTC r T2M V M„1 OVERLAP BE+OND rNOLARED ) �A OPENING WIDTH) POURED CONCRETE. cowRF,F 1,-- I - _,T Ih stoex OR 71.4• MOOD f"C" 1.,� ' _ REOUM(D 1 �; - - 1 . /��j _ �/ , 1 `/�/ J I III _ t ' v OR `� '. 1 = 1 .'RENT w/ +MHORED PROW 4 VARIES 1 - RW AT nA.GES PAAALOL TO 5' - 1 1 1 WALL (NEVER CUT ESA PANEL) -_ X - BO D67MCE "-•T----- 1 TRACK '..f_ '.1 :ITT-) - =. `1'�'..— -J -- 1 "'I.AH.....*...,I"' CASE G (PLAN) ......��/t 4 SCALE I/, ., °No.D q; i wa rA,*_`tCR _ _, .-_ N31 • A. Pc S y1W' \•\(r' Eris, ✓•95' VA 0 FOR 01RER MOUNT MSTALLATION ONLY h F CERTIFIED PANEL INSTALLATION AT WALLS W/ - No. 44167 SURFACE LEVEL VARIATIONS_ WITHIN 3/4' ° * . * : III, c FLORIDA BUILDING CODE Non High Velocity Hurricore Zone) CASE E (PLAN) CASE F (PLAN) F c - .262G nRm. K FA 9 24 GAGE GALVANIZED STEEL STORM PANEL i .4, g oRARN w. ,j4'-1' SCALE 1/A"=1' ,r' tOfl(OI''''+yfi' SCALE FSc1 I O wrz. \I GLOBAL PROTECTION PRODUCTS, I.I.C. a DATE INS rr.H1�ML.` •+'t�'^EA TRLn 12V a R: RIND Cn" swI `5 I. N _ 11 - -I.,-,- 1. � Mn. , PANE (E5a)66a-ia.°. . (alalE4a- , 20-175 FE STALi9GNA1u'�/D4R -10 A 1.11 1....E aine w u,a7 n ._____ MAXI UM A.S.D. DESIGN PRESSURE RATING (p s fA) AND CORRESPONDING MAXIMUM ANCHOR SPACING trHEDULE FOR REGULAR STORM PANEL, ;J ) INSTALLATIONS INTO WOOD STRUCTURES (VALID ONLY FOR PANEL TOINSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W ON SHEETS 5 & 7) LMX, AS MAXIMUM ANCHORS SPACING MR E.D. - AS SHOWN ON SHEETS 6 & 7 AP MAX, .0 DESIGN 1°LIfC.LBLE tERIM PANEL TAPCON LAG SCREW PANEEMATE PANEUAATE WOOD MINING PRESSURE R" 0 & C�g1MU10ry LENGTH 1' (P-X I.) FEMALE to PLUS OF THEM (n_) I] 13 13• IJ_ _ 'J' 1W (TOP) _..--'3 13 -.___ _ .13' 13• -- F — 1N (BOTTOM) - B 1/2--__ - - 6 III --- 6'/2 6 t/2' GDP) 6 1/2" - - 8 1/P ti IJ2• 6 /4 (eOrT•1 5'-O' a e e p• - . _ TOP) - LESS -. - e - B' _ e' _ _ B' _ 3W BOTTOM ( _ I --13• 13' 13' IJ - - t3. --OD�'J- - -45 - _ 13• _ - 13- - -- 13' t3' 1J W BOTiOY.45, ( °R LF55 I r 13 13• I J' a 1 /7' - W (tLPI 1J tJ 13' 13' b iW (ernTDM) ___ _ 6 1/2- --------_ _ 6 /2- - - 6 112- _ _ 6 1/2 -- , a /2 TOP (TOP) - _ _ _ _ 6 i/4' _- - 12 1/7 _ _ _ b A _ _ (BOR.•T >5.-O. _ ___ -_- 4 1/1 -_ _ - 6 t/?' -------- 5 1/2 - _ __ GDP) TC 1� _f• 4 I/1 ---_/�'.. 7' 7' _ _ 3W (BOT104) W (TOP) !0 1/2' H 7/2- R' 11 _. _.... _,Y • SEE TABLE p1 FOR MAX, A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 MAX. A.SO. MAXIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 & 7 A'K'Lro E MAXNLM DESIGN TAPCON LAD SCREW PARELMATE PANELMATE WOOD BUSHING PRESSURE RATING ALTERNATIVE`LENGTH i & AN' COMBPMTION L (D.r.1.) FEMALE ID PLUS OF THEN ('1.) 13• 13• T3 13 13' to (TOP) ._ 1}• _ _ -... 13'-- _ --- 13 _.._. . _ I3 - _ __ _-- a IOU (BOTTOM) 6 IJ2' 6 ,/7• 8 IJT 6 1/2 6 1/2 (TOP) - _fit/A- - - 12 t/2' 6 t/4• 7W (60R.•) S'' 7' 7 '/2 _ _e:_ e, ROT) OR LESS i I / 2 e- B' B. BO ( ) - - - ,! -- 11• --- 13' lr _._ - -- 'S - -- • (TOP) >+4I -45 - _ I 3 - _ 13 - t J , 7(BOTTOM) '3. AW BOTTOM TO .75, -75 13• ,3' L] 13, _ ,0 'W (TOP) _,___ ,3' IJ' IJ 3 -.._ 6/ _ - - to (BOTTOM) -_ TW (TOP) _ - .. . 6,/2_ ._ 6 1/2- - _ a 1/T -_ - 6'/2• 6 /2" _ . - _ - - 6 ' < 2 7 ' ' _ 6 1 2W BOTT ) >5.-C. 1,7 5 - 7-'J2' ] t/2. ---' -. - __. (TOP) TO 7._5. 5L .- 5 '/2. a B•-- 3W (601TOW) - - _.. tJ' - I2' - ,3 J` '12' W OOP) • SEE TABLE /1 FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER �ISI USED. CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 I Il9m- 11 a A.S.D. DESIGN LOAD MAXM,RH1 PANE. LENGTH 40 PSF OR LESS 6'-B' > 40 PSF TO 50 PSF 8'-2- > 50 PSF TO 60 PSF 5'-10• A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE MALE ID OR PANEL MATE PLUS ANCHORS & W/ � SP*gQm.I! 'Q•. 1/2' O.C. FLORIDA BUILDING CODE MAXIMUM A S,112. DESIGN PRESSURE RATING (p a f jAND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR STORM PANEL 1'INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANIEL(D INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) MAX. AS U. MAXIMUM ANCHORS SPACING FOR MN E.D. PER SCHEDULE BELOW APPLICABLE MA(NYUM MAX. aSO. A1A)(16MAN A21C110R$ SPACNC FOR LAN E0. PER SCHEDULE BELOW' 'wDIK' MAx'MJN DESIGN PRESSURE �0 SECTIONS I PANEL PANEL Il- DESIGN PRESSURE m SE I PNNEL tE"mH TAPCON SOJO-SET PANELMATE FEMALE 10 PANELMATIE PLUS 2AMAC-ANUN CAL TAPCON sow -SET PANELMAIE FEMALE 0 PANEIANTE PLUS ZAMAC-NNLN CALK -IN RATING a AM CCY49NrIMN "L' RATING A ANY COMBL/WXN •l (n ) m m '<ONL�'REIE m m �colrolErz m To m To To m TO � TO16 N (P...r) mw[rE',' j maxlE I rggcrz of THE M (It ) (P A.r.) KD,1c TE 1OO4Ca[TE aDNrnE1E NXRORErz m,Oirz am aI.E. 13' 13• '3' 1 '7' 13• i 'J' 1}' t7' 73• '3' 'J I 13' I (TOP) 13• 1 13, 13' 1J" ". _._1-.J• 1J• ,]_ I I]' '3• )^13' 13' I1* , 1/2 1 (TOP) _ _ _ __ C _._ ... _- __._ I •._-._ -.-_ R 1 OM _ �. , - _ t 1 1 17• tJ• 13' I t - 1}' IJI 3' ;,, ,JT R BG OIA 3 ] 13 - J J I ,•• , 7 bP BOifOM 1 • ,r - _+ , • u• i 7 •r ,r u• I 1r 1 J t 13 11 , 1 l „ , 2 7 aP o ) 7 BOTTOM ,] 1-1 3 IJ 3 - II._ 1 3 ] __I .. 3 J __- •. - 3 J ____ 7 _.__.-. 1 ._.._ / , __ _ T 1 1J 1 1J• _-_ 13' i --�. �. 17 1]' __ I*' _._ /2 -_- IJ1___ 13' r _. IJ 13 _- + ] •�t t 2 1 7 2 ! f t3 IS 6 4 6+: 13_• 13' __ - _-- ,^ 1 7•.12 I 2 13 13' -.- 1 3 _ 13' - 8♦ E I 3 (TOP) - 80 OY ) 5'-8' IJ' 13' - _ 13' __-J- 6 / 1 6 1. i]' IJ" _-f- 7 T 2 2 / / 11 t!' - _ -• - - - tJ' - 6 / I/7 6 / J OCV3 80RCM ( ) 5'-6' OR 7, 2 7 T / / { 8 t + 8• 1 8 - _ 5- 5-1 e" B• 9' t B• 6' ! ] 1_ - a (TOP) LE54 + 9'-�5 1/2' e' 6 1/2' -a; 1/2' 6' ' 6' B 5' ., < LESS _(TQP) t (BOTTOM) - B' - B' - 6• 6• _ - S. - 6" - f (80Rau) I - 6' :. 6' r - e' - - 6' - 6. - !3' � '3' tl' i •3' _ J" i :r 1J' t]" +3• 'J' 'J' �� 13- (TOP) 5 OP - I I 13- ! t , ] 3 L :!" I ,]• t' 1 J ± ! ,' t ] ] ,J' 7 2 / 5 0P ( ) 1 I , 1J 11" , •J' + ' tJ' J u S (BOTTOM) ( + ' ! I tJ" - tJ' ,}' ,J' +1' t 3 1J' + 1 ' 3 3 IJ' t,..l / 2 M.. 5 BORE ) , , 7 3 )- , ' i '3- J T I r 3 3 1 1- 13" ] I , 3 1J• 1 1 ] 3 i P 8 0 (TOP) 13' I ,]' 1 1• 3 3 i 3 tI t ] • t 13 I J 1' ,3• J t 13 11 , 7 / 6 OP R) .45. -45 - ILESS 6 1/a'16 t/<' 6 1/a"6 ,/: - - 6 ,/<",6 1/4' 6 (80TT ••) +45. -45 _ I _ 6 t/: !6 +/♦' 6 t/a' 4 6 IJ: # - - - - 6 1/:16 ,/s• 6 (Bon ••) OR ♦w -65 13- I 5• Ir I1D I/2 id- ,3- ^i_ u- it 7' 7 '12 ! 5 I/2 •3' 14 1/2' 1 (TOP) I (BOTTOM) --- 13, 1. 6' v t}• -. I 13 - T --1}• -TI a 112' 13- B 112' 9 1/2.16 112' Ir 5 vK I (TOP) 1 (90npN) 13• 11 7' , ,r 9 1/2 -------.-__.__.-__.. 13• 9 )/2 '6IJ2'7 '12 ..- --- 13• I 6• -- ---- •/2 1.)-f7 -- 13• 13• --- --- ,3• _ 10. 13• IO• -__ 1' e• u• 6 1/2' 2 (rDP) ___n_ 3 (TOP) IJ I 5' __ ,3- I,0 /1- - - 13- 7' _- 13' 7" - - - 7 tl2 112 ---1 13' :4 - - - 13 a" - -'-- - Ir t]' - t ,7' -{ �6 1/2' t3' 8 I/T' __�.-+_- 9 ,/7' 6 1/2' __ -., _' S t- 16 13- 1 ;-._I ♦ 7 +.- I - _ 3_ L_. l 11. 1 2' 1 BOTTOM __ 13 _-__-•____..- 13' S --i_-.-'_._.-N..-_-_.___... U` 9 1/7 u' 1 9 1/7 - IO /7: ] 1/7_ ' _'--.._ 3• e I _.__-.. J (TOP) >5'-6' __._.1----.- ] 1 I 2 -- 1-- __ ,3 ---`---"---:T-_ _ -_ ____ TO' _ _ - T_-O T ,0 - �- __ . -----_ ,1" - --- t t 6 2 --_ 3 OP - _- a•._. f /7 I.J ,/2' 6 t/7' !' ---I A {TOP) 9 -6 - -. E I _ ---. i--__ ®. _. _ i_. . . _ - B. _ -_._ T- __.. __ °�. _.+ -.- - _ _.-: -. 5 1/2'I - ...-;---.... 7 /2 _• _._.-_._. A (BOTTOM) --1 e" - �e .. -�..- - 8' - - 4' - - _ • 6' tJ' - - i(7•_ ---_{-... _ _ !• ..10__ - .4.- ` c ,n - __"- -6' .-:t. --- 7 ,/7 - -3• _. - - , iBO,TOY) (ACV) _ T- 13 1 1r 1 3 9 1/7- 'J''3 : 9 1/2- to 2 . ,la' i_ 6' S (TOP) '3• IJ2 IJ' 13' tr _ 6_1 /?• -.--. 6 __-_ tJ' J'-_T ]' IJ' Ir ,3' 19 1/2' ,3' 9 ,/2' le IJ2 l /2 tl 6 /1 S (BD 04) 3• ;p t/Y tr 13' ,0' t3' 10' ,I B' ?J' '6 17 / • 5 (BORON ) -_- 3- '-_ 5 13 . 1 '0 /7 _.._. t.. 1J 7 '3- 7 2-I5 I 7 t/2 S '/7 < /1 b (TOP) _-+. 6_ ,]•-....._3. ._ 1J'_.._ _ / t3' t8 1/2 �'- -" 4 I/y 6 t/2' 13. 5 1/7' _._ 4' 6 OOP) .-..__. .._ _ _ 6 1/4.19 ,/1' -. _ 0 ,/<'Tb 1/4 _-. - -_ - - __ - - - -,3- 6 I/.'YS I : 6 (90TT^ - - 6 1 a' 6 1 ';s 1 _ SEE SHEET t I IOR ANCHORS >NF • swKic, Poll NSYAUAFOAS we WOOD FRAME BUHL•ICS .MNmM ANCHOR SPACANS .0 MARMM EDGE DOTAGE ME INDICATED ON THIS "CHEDUU FOR ED LESS I- NO,CATED ON SCHEDULE REDUCE ANCHOR SPAC'INO 91 L6anPLYNO SPACING SHORN ON SCHEDULE BY TGQ FOLLOWING PACTOM FOR n16 DPERA•TON TO BL POSSIBLE. REDUCED SAAC" OBTAINED USING FACTOR S_ NOT 9E :ESA THIN NNYUM SPACNC INDICATED ,CIA D•Ln ANCHOR TYPE ON THIS SLTIEDIRL 1/4'• ,/s I/.•. ,/.•. I/a•. ,/.•. ANCHOR TYPE TA/96N RCLO-on � a URI v t[ - tANc-INMAN GNJ'-4M MAMMON ANOWIP SAILING t•`) I. 3 J Y 3 G In. 1 '/2 Ael•IMI CO_" PId 3 In 3 3 ,/T 3 IIISTANa RD.1 'RBO,eR era M __.. ] -3 3 !n' - _ ._.. ] 'n- _._._ _. s In __.-._ _ 3 ,n' - AMORAL WN g6'9MCF (ED, FACTOR 11n• ". - - - - . Y oeo .» I - .00 - --Too D.3 I'n' - Im Im - Im '• SPACIIXS ONLY VAUD WHEN SPACER 9 IS USED. SEE TABLE tt FOR MAX A.S.D. DESIGN LOADS & MAX. PANEL. WHEN SPACER "1 IS USED. 3' MAX D.M--(2). J• "- °`® 6 O O O O O O E--'- ---' _ --171 I- -- ---- ---------TT L - ! I I I I I y1� \CENI. �� ��4s .44167 #; # 7 - 1 - •x= 'O" STATE Ok _)'''�=c - =9" [ORIDi• a, !wa-41 11 IMLLJ1 a AS.D. DESIGN LOAD MNOMUM PANEL LENGT)( 40 PSF OR LESS 6'-8• > 40 PSF TO 50 PSF 6'-2' > 50 PSF TO 60 PSF 5'-10' A MAX PANEL LENGTHS ARE ON Y VALID FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ Q5 SPACER AT 12 1/2' O.C. •Imo TATEco, Nc. 24 GAGE GALVANIZED STEEL STORM PANEL -\ ORMINi's,. oVnJroaG IL E C O I/Ie. \ GLOBAL PROTECTION PRODUCTS, LLC. 4•m SI. .51 .m. ON.Y4. FL WI.20-175 wtt IFFRA,l` No cavo- HM.'NNMNAa . a,W Pae) NI.- - ") PI_,a, PHONE,(e61NB-iSN, fM lee.Mee-6»> Cl- o"' �>-Io GRINIw N v fA1fET , p ,r RKTnEiEffE roryA ulaiE ANCHORS (SEE SECTIONS & ALTERNATIVES ON SHEETS :3. 14. 15 &16) - - - _. (*R-1A/13, R-2A/13, R-3A/14, R-18/131 R-20/13. R-38/14. ]' 'AA R-RAW/15, R-2AW/15, R-3AW/15. + R-18W/15, R-28W/15G R-38101/16. 1• wH-- L/2 /4-0-2011" SS BOLTS Wo 1• 1 ,­ (USE FOR PANEL LENCITI '\ I MAX_ / OVER 7'-S-)\ l 1 PANEL LENGTH REGULAR STORM PANEL /• REGULAR S-ORM PANEL I W-6• a +40M. -40.0 P.R.N. (W/ OVERLAP AND PANEL LENGTH BOLT) __. __ ____ 1 ____ _ ...- ,____.__.__ _______________ a, 'Q,. 1 Va': SA--E,Y S10NM PN:EI I OVER a MID P ELL P.TH -' ;` OP/o OVERLAP MID vAllEt LEncn+ ear, ` � I ' O-• i Ill* -20.,' -ma- _ _ -.. I ArT IfiE 2AT6ALLL MMIN.OUNTINGS NCTN :: `7 S.S BOLTS w ' N �i - A` EA CVER:AT -. - _. 1. ' E' I L/2 CY ' ^O . I I i _____ .________. _ ----- -.I.._ - _._____ __ -I__-.-^_. ___-.---- ----- --- --- ._ _.._ __.. __ ___ ..-___I I• SS2�) NOTCHES W STU __y � LOFLATION O LIFT SAFETY =� Le C x.. PANEL 90ROY CORNERS }y O D.M..�3 . -- --- — - -- O -OVERLAP- -OVERLAP- °t 4• WING NUi AT EXTf EXTERIOR WING NUT AT 3• MAX LEFT PANEL i�J�1�Y11 RIGHT PANEL 3' MA1f f INSTALLATIONS ONLY VAUD FOR WIND I' MIN R-IA/13, R-2A/13, R-3A/14, III R-2B/13, R-36/14, 1• uN SPEED UP TO 170 m.P.IT. R-LAW/15, R-2AW/15, R-3AW/16. R-LBW/15, R-20W/15, 4-38W/16. _ ANCHORS (SEE SECTIONS • ALTERNATIVES ON SHEETS 13, 14. 15 &IID /4' MAX Cr1P LIFE SAFETY STORM PANEL '' J ELEVATION (t) I', SCALE I/4--t' / 1 : 'REGULAR 7 6p7" 1 REGULAR .11 STORM .. PANEL (- �AAP -, W,OtE �-M PANEL "�'A4A1/AA STORM ILNA.,yJ VAX/ cAPi / * r •�__ P A f1C �' 1 ;r'sTrr\Sr.L!'c- s\„ Y- i i'_ 9._T _.- LIFE SAFE PANEL � 9 E * - . ' # - FLORIDA BUILDING CODE Non High Velocity Hurricane :P •. •'/ Pimp t%rzm. Nc. I EXTERIOR 4'5 •. ORLON •'��`,.�' 24 GAGE GALVANIZED STEEL STORM PANEL LPA '� Ny L. I L E C O ... T GLOBAL PROTECTION PRODUCTS. LLC. D SECTION A -A _ y./ TLLLJT TLSRNO & [k fRN9 COMPANY Min s 15, STREET SCALE 1/4--1- Y:/y �- rI.I. Iim .,-,- s-.nw�l°YG,aI - wloR: les4MRR-n..'. twume-6»i 20- MAXIMUM A.S.D. DESIGN PRESSURE RATING (n.a.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR REGULAR 'NORM PANEL 11INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES (VALID ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) MAN. A MAXIMUM ANCHORS SPACING FOR NON E.D. PER SCHEDULE BELOW Ill APPLICABLE 4AXtYUu W% A5.0. 4A)OMIW ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELOW APPLICABLE MA%INW -AGOG DESIGN PRESSURE �0 I & ANf PANEL. LIN97H DESIGN PRESSURE TO I t ANY PANEL LENGTH TAPCON SO(JD-SEE PANEIMATE FEMALE O PANELW/E P WS ZAMMC-HALM CALK TMCON SCUD -SET PANELMATE TAMALE D PARRWTE PLUS 2AMIL-RM1N CNN-P1 RATING i (n.) RATING (P..a.1) Ep�U 'L• (n) 1G lIL FQt T6 10 TO m 11 To m fP.•') AEI..:. �01R•�F mI a010mC1[ "'"Do" a0Y THEM om.wf 11' t,' tJ' t3' t7' t7' 11' ,1' 13' 11' 1J' 10' 1 OOP) 1] t]' I10 !/2' 11' I6 1/7' 1J" 8 ,/2' 7 1/2'75 1/2- 13" A 1/2' , (TOP) -- t3• � t1' il' 13' t3' 1]' -- IS' 13' 1 ] 12' ? tl' D t BORON ( ) 1 a ,r 16 / t7' 1.7 3 !3' 9• 1 1]' 9 i 7 10' / 1r 6' BOTT I OY ( ) 7 OP 7 t 1 2 5 z i, '0 1 2 7" / / _ t ] 1} �' I-2 6 1 / 2' 1 (TOP 2 RD Y (BOTTOM) J 13'I t� J _1 , ' t , + , _ IJ 7' ,' 3 I}- I '10 2 / _ : 1 3 IJ 1 I I b 2 / 9 1 /2 13' 1'] b 2 / 9 t / 2• t r13' I t 1 'J' BOTTOM J (TORN I J ]" 9 t/7' 1 3 9 I/7' '_I 1/2' J OOP) IJI IJ' ..1_ 1 '12 , 2 7 2 t)' _ t 2 T 2 / tJ' +2' .. -_- IJ' ,3' i-.. _. 1 12 2 2 / I / 1J' 11 11' f -__ - ,}' •H , 6 t ;6 4 1J' --� t 1 2 2 10' - 1 t t 6 6 / __ TT J (BOTTOM) ( ) 5-6° OR t1• - - .__ - _ t1_' 6 / 6 / 13" -.. IZ A / B' 4' / __ - - -6OR a*.- OR 6 / p IJT B 4 I / 1/2. (BOTTOM) - ) 4 (TOP) __- !_ I S' ..- 8' i B' _.-N_. - a' I b• .___ e• _. __ --_. 7". 1 S' _ p a 1/2• .--__ t (TOP) � 6- 5�1/1' __- ]' I} I/2- - _.-- e i ( <' - -.T 4 1/1 S' LLi4 14 tl2" 'I _ ] 3' _ w 1 - - - - --- 6'-.I - .--. a- - __ - . _ a- _ _. 1 e' - _ - a" - - - f- _ a• 1 - - .__.__-' < (BOTTOM) __ _ _. -.... --- a' - - I6.../- e '/2'1 - - - B' -_ T - __ B- _' - � 5 1/2 i.- -_ _ -_ r- ,2 1 _ . ♦ (BQTid1) 1- 1] 1'' 1.. ._ t 13• 3 13' 1]' 1 } tJ- T}' '1• I. •J' t0' (TOP) 5 OP - 3' 1 2 - 3' +3 t 7 ' 4' 19• _ 1 .l t - + ? _0 / + - } _ 6' _ I CP 5 (TOP) _- IS f1. ! t3" i3' --_ -- 13' ! 1J' - _. _.. 1J- t2' - ,J" 10' _ S (BORON ) 13• i 1' 1]' i 1I _- I3' �9 - , /2' IS• 9 I/2' I to ,/7' 7 1/7 _ 1 -- _ 3' 6' _ 5 (BORON) _ ,J' T 1,' 13' 13' i3• IJ' _3 tJ' -t}" IS' 1J '7' t! ' t0' B (TOP) TJ' ' S• 3 I,9 I/A }• (6 1/7' r3- _ :6 1/7' ) ,/2' S.t/2" tJ IA ,/2' 6 (TOP) >•67. -65 _ _ I 6 1/1-I16 I/-- 6 1/4••6 I/i _ _ _ 1 a '/a'16 t/: 6 (BDR ••) >+75O -78 _ - 6 I/'•Ia '/.- 5 t/.-'a 1/." 6 1/.•16 1/4' - - 6 t/:.6'/t- 6 (Bon--) ID ♦7s. -ii <nB.-fl9e ,3' ;7 111- _i _._ ,3' I 13- _ y_- 13• I 10' _.__..- ._ 1J• _-}._ ,0' _- ,1' I e• - _-Y-._ 13' 8 t/2' .. 1 _ __ 1 POP) - ___.-.. ,7- I _ _ ___ 1 _ ,0 t 12' _._ 13' 16 1/2' _ I" _ '.._.� '6 t/z' __ 7 1/2'15 1/2' - _ ---- I!' IA t/7' __ - -- r_ +GDP) _ _ -- _ 11• ] 1/1 !'_ 13 13' ;101/2' IJI. 1/2} 1r �r 1 (BORwI) 1 :f 1/2' 7 13 1-- 9 13' 9 f0 '] 1JY 13 6' I (BOTTOM) 13'� ] 1/Y ;7' 1]' 13' 10- _1'01/7•,1 `S' 10' _r e' 13' 6 !/7' i (TOP) 1}• 5' I ;-.-__y. ,J' 'i7 1/2 - '. .. _ ,1 t3' - - - IS 10 1/1 -- - - -- ?7 - --- If0 IJ2 _ -._ tt IJ2 j e - --- 1J T Y --- - 7 (BOTTOM) _ S ; 1 __ 1} 11' -1_-_. ---_ -1_ ,J` 19 tJ7 'J _ 4 '/2' - :1.__.._- : /0 t/1.7 t/1 .-.t..._-: 1 16 1/2 - _ _-- (BORON) _ _ . 1 _y._ t2 1/a'I'2 ,/2. 6 ,/4",6 '/A' t2 1/ 6 '/4' r 1 6 / 6 } (BORON) TO ! 1/-1- t___ 6 '/4- a / 7 /2 _ 6 '/.' 6 / b / 1 (BOTTOM) 1D ,__ > /2'I__ ,- _ 9' I 6 7 t/2-` S ] IJ2' -_ ..� Y }' -... -... ♦ (TOP) 8._C. ]" - p• IJI -.- A IJ2 i.. .s- - 6 fJ1 '2 1/2' < (TORN 1._5. ---._ B•- +4 1/7' 7--_y�. J2. B.- p _ 6' -- _ �' e' _ e - B6 ON t _ ' -) - I -?6 •IY3 7 -_ - B I _tJ--i _per -. p _13'_-fi + -10 r B - • i.7 t/2 _ S' r,1 ]-... -1 1r_I!G t/2 iJ'�?0 I/2 I + /T a• • (TOP) 7 1/7- Ir ' ' 1. t_.-_ - L /2' - 1 16_ 5 ('OP) 'J' 7 t/Y ,J• ,3" 1]' 10 t/2 ,]' ,0 ,/7"t, OY) �__ +3' 7' _ 1!' 1}• ," t3' 8 ,2 t3' 9' /2 t7 1 1 7, - 0 /2 /2 ] 6' •1 t/1 6' 5 DY (eOTT ) t3• 17 t/2- I]• ,J- ,J' 10 t/2- 13' III) 1/2. 1I '/?'I e• �(__- L12 'r - ._. --6 1J-_ I 13. a 1/2. ,3` ,8 f/2' 7' -, t/2- _j_ IS_ < t/Y d (70P)6 ••) 1/4-'6 `/A'8 1/4 6 t/4" -J- - - - 1J♦-19 t/4' 6 t/A'16 1/4' 6 ,/.• a ,/. 6 (BOTT ••) SEE ,wim I, 10..WCIOM 'In At VAONO Im N5tN1 'K)AS A D "DO FRAME BIRDING,S. A WNWIA ANCHOR SPAANGS NMI aWN1JN EDGE •DISTANCE ANT NOCATFD ON THIS SCHEAULL FOR EO LESS YMp mWAYED ON 5CH[OAE REDUCE ANCHOR SPACING In MULTIPLYING S➢AJNG SHORN ON SCNLDME BY M FOLLOoNa 'ACTORS FOR "'Al' OPERATION To BE POSSIBLE. INDUCED WINCING OaNPNp USING FACTOR SWu NOT BE LESS THAN AWWAJM III NAR'A1E1) FOR EACH ANCHOR "P_ DN THn SCHEDULE 1/4•. ,/♦'. V4.1 1/4'. 1/4•. ANaEaR TYPE1/4'. to/mY 5NR-BET ' A'�L•`n IAIMC-MMr1 . rNR-N 1 M BF(N ANfAIDR SP(EEL) 5 2 3 3 ] ,Ir 2 •n M,RMLM E06E If/3,Ip[fE (M,) 3 _ - J 'L 2• ' y-.. _ _I._. y •/V Na'ET=I D�ORL (n 3'/I•- _I1/2' S.ITT _ _•2' _ _ _ AICIIYL ma OISTAifE ED.) FACTOR t ,/r O35 _ _ _ _ I I/,' OA, 0s0 I - I - I 030 y ow °» - .� .a' a 1n• - ". 1m - I. •' SPACINGS ONLY VALID WNEN SPACER IS USED. SEE %I FOR AIAX. A.SD, DESIGNMEN. PANEL LENGTHS WHEN SPACER IS USED. IABUTit A A.S.D. DESIGN LOAD 4UOMUM PANEL LENGTH 40 PSF OR LESS 6'-B' > 40 PSF TO 50 RISE 6'-2' > 50 PSF TO 60 PSF 5'- I O' 6 MAX. PANEL LENGTHS ARE ON Y VAUD FOR INSTALIAT)ONS W/ SOUO SET ANCHORS & W/ SPACER AT 12 1/2" O.C. FLORIDA BUILDING CODE (Non Hlah V•loclty Hurricane INSTALLATION DETAILS FOR LiFE SAFETY PANEL J) INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES 1/4-. TAPCON EXISTING POURED 1/4-. TAPCDN EXISTING POURED t 4'P TAPCON EXISTNG POURED 1/4-0 T ANCHOR O 9 OC CONCRETE OR ANCHOR O 9' O.C. CONCRETE OR ANCHOR • 9. O.C. CONCRETE OR I A0 9' EX6nwC POURED ;_.kR1OU1""".'UD OCK f RETE BLOCK ANCHOR O 9' OC CONCRETE OR CONCRETE BLOCK CONCRETE BLOC% REQUIRED RED. f� REQUIRED. -' REWIRED. ;1 (21 � f.T2'I (2.' I1/f- 11 1,/<• '/2' I1/4" ,/2' Ill♦. MAX MAX- _MAX M%. ED•ED1 i I i E0.•ilii j � i t i' 1,I - I -, /- I I,I r tt I � t11 I i- !1} I -� ,- Y`) I '-' 11 ( I N I R R ,• Min I E II 1 I N--SEPARATI 11 I R- SEPARATION- - I I EXIST f%ISI1Nf`JI TO D1A". 0 I I '/' NG'a TO GLASS I I/a i 2mI• Ex15TINC-jI I 1 AT •0.,•. +� G 2j ,S e0.R I EXISTINJG„17 1 Ss. In,3. ,� GLASS O ♦ _ ; ss au,a I GLASS f - : (LH IPwIUN.aP 1 1 I • CA GLASS J 1 I (18 �. PRn n I I u u ,,.1N..q It .y r 1 u „ i ,naa, oo T�r7 u it :+T , III i i . 1 I ii � 1 ' I MAX ft > ) - 1 I N 1 I •L' N0z 1` MAX. II Z MAX, E P 1 I 1 P nH II PAN N P CL LENGTH I 1 E AN LENGTH ANEL I -NCI CE a E �' PANEL LF)vGDH F � 6- 1 1 ' 1 P i E ) 1 (SEE ELCVAt10N 6 I ( LACE CLEVAnDN n - / i-. T � (SEE ELEVATION If '11 I ( (SEE ElEVAigN 1 6 } 1 I ON SHE[' 12) I• Jim I I T I1 al P 1 1 1 a ,• Yin I I ON SHEET 17) e 1 I ON SHEET ,21 II - I I i ON SHEET 721 (]--SEPARATION It 1 E !T-- ARATION 1 M E -) 1 E i ro GLASS ! i I `f - ' n TO GLASS I ! n - - _f _ _ _ T V I ( 1 � 1 1 I (�-J I '1- f 1 I l/2 I I F 1 ^_ L/2 1 - 1 i ',1) 1 L 1 i) 6- I I {T I I ED• 0o 1 N E.D.• 1 I ` E.b� I I E.D- 1 I P 1 F f1_Y ; E I /} I I I 1 (�5' I I I gm I I 1 I I - , EC I «--- 3/4• 1_.._1 I 1 ' EO' SS /J<a MS EQ I - {I� 'olyy4o .6 1/4'• TAPCON 1/4.0 TAPCON � !/A•. TAPCON .. I/4'. TAPCON ANCHOR O 9' O.0 ANCHOR O 9" 0 C ANCHOR O 9' O.0 ANCHOR O 9' O C EXISTING POURED CONCRETE OR EXISTING POURED CONCRETE OR OUSTING POURED CONCRETE OR EXISTFNG POURED CONCRETE OR CONCRETE BLOCK REOVIRED CONCRETE BLOCK REQUIRED CONCRETE BLOCK REWIRED CONCRETE BLOCK REQUIRED SECTION R-1A SECTION R-1B - SECTION R-28 O REGULAR PANELS A LIFE SAFETY PANEL O LIFE SAFETY PANEL WALL MOUNTINGS WALL MOUNTINGS SCALE 3/e-1• ..MMHYmupr... SCALE 3/9-1- le. SEE SHEETS 15 & 16 FOR ANCHORS ANCHOR TYR TYPE a SPACING FOR .15TAlATONS IWO ,WRMAL NNOIOII aNCeq OIL) _ _ I __ WOOD FRAM BUWONGB. YMIM,IY A,rCHlpl .RIKIIROS AAA MNe1UM •.W.rr"' DRKA.Y ("') 3 EDGE DISTANCE ARE INDICATED ON THIS SCHEDALL FOR E.D. LESS THAN INDICATED ON SCHEDULE REDUCE ANCI,DR SPACING _ _ XRFANCIa.al OISHM •NPN (3L) ...-_. ___ J 8, Y_TIPLVIMG SPACING SHOWN ON SCHEDULE B1 THE IAL-I0 N FACTDRS AQUq mz ppipMICIE VA) • 1/1- '. FOR THIS OPERATION To BE POSSIBLE, REDUCED SPACING OBTAINED USING ACTOR SHALL ESS NOT DE LTHAN 2 I/2 ' Da, .NWSPACING INDICATED FOR EACH 3- D.D NFC,M OR TYPE ON THIS SCHEDULE J yr - FLORIDA BUILDING CODE (Non H(ah Y•locity Hurricane a-+ QD CD f- N2 U a) 1- O _0 O . C CM Cz U -0 CD IZ � Cn a5 CD V O C O O ^^'' W }A `V 0 CU Cn O E� 0 C �\ �: \� C. 00 .- = :- 63 -O u.J CY- O /I a A_ L L O Q U an O C CC E._) C"3 Ltd - m M C L- M1 in- N . - 417 O >_ y = LV N O -CIE- CV CO 3 '= a3 ly a s Y H- G C - 1v � .¢ = u. �.: 3G2 = 0) d 7 1 3 A 61 d C O = ,m -a Z.."" � C E IO O d. W. INSTALLATION DETAILS FOR LIFE SAFETY PANEL n I_NSTALLATION DETAILS FOR LIFE SAFETY PANEL 1_t � INSTALLATION DETAILS FOR LIFE SAFETY PANEL ..1 INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES INTO WOOD STRUCTURES INTO WOOD STRUCTURES i 1 1/4.0 IAPCDN EXISTING POURED ,/4•I TAPCON Ot15TING POURED I --- ---i L-.----- _._i. T ____ t L _ I+ j 1..._� - ANCHOR O 0, O.0 CONCRETE OR ANCHOR O 9. 0 C CONCRETE Go I _ WOOD HEADER ' WOAD HEADER 1� ' ,a HEADER { ` { '^-- CONCRETE BLOCK J-1 CONMEIE BLOCK REOU'REQ ' - RfOUIRCD IE,,..aEL { - RWEQUIRE R 1 -- WOGD HEALER i -!_ HOOD HEADER TS.�S#i. REOUWD REWRED. �( ( .•. - RECNRED REOUIRED Cn -6-0 i r. ,/A'. 1AP1DN 1- •/A'. TaPCDN 1'•.. 1(A•. 'ARGON -- 1/<'e >APCGN (D ,.2J / t2) A.. ANCHOR O 0. OC I , .• . ANCHOR O 0. OC 1 ANCHOR O 9• G.0 r'- - ANCHOR a 9• D.c. _ 1/a•• IAPCON 1/4.4 IAPCOH ' 1 i -� 1 1, ,-� I i ANCHOR O 9. O.C. ,j�I. �I} ANCHOR O B' O.C1 T' 1 /1' F i 1 1 ''\ 1T-- - �..� I ' 7 ' Jtal 1t '/r '"�' r I :I I ' H ) +'/7• N +(z i I 1 C2j ' _ /'i I 2• Wx I 1 I 2. 1, "W = 'r,AK. 2- ,u� 1 7 1 T 'wx I +lz_�'ly!' 1 +...,.N In '1tDe 1 ( L ,/t' '/A` I / t/4' : 4 'I "i"'%7L- L/ I1 / 1 ' 1 �I„ �I I 1 1 I I I� 11 I Mn i 1 1 2' 1 r 2-I+ I' I MIa L M,n I ! I Kn I `„ i I RA 1I , 1/ I i 1.' ' I - -- 1 -_ 1 I Mn_ 1 11 1 I mir IN I I `'. 1 l I L I I'Il 1 l/,0.�'R I I I 1•,I -- 1 L - -- I V n- r-- I ----- 1 l `Vp ,/ w,• J i ! ue'oENiA n O u I u `_ I 1, n I- I 1 Iu. I i_ _ I i ( L` /•.) `.. I1 �.FNSnNG-6 I I SS •R�a 'R�6 J n ' V J I S[ pEm.J' p . `' J aiaERJ� R f S.s•BPIrs R I 1 I 1 GLASS II t I ( 'ov I psRmH n.ls A L I 1 N r 1__. A E I ,/a•. Im• 1 E rA I m- p I.., 1 tFMH oLe' >�I EXISTIN(NJ I 1 EIt'SnNf,-II i I Sa. e0.1S K,© N I I Ez5nN�-q 1 SL ears W 11 ,� E I I• '-'�-.N I O 1 I GLASS 1 ) I GUlSs N M oAx.P ExGE;IXG GLASS a I I A' EXISTI EXST, I 1 2G'• I / 1 : -C.-rs . i8 I I I , •i Nos. i MAx. 0 •/ L 1 (U,t ru Iwu GLASS D� H EX r GV55 I " PA•11. L-NG'H o i 1 b' PANEL LENGTH 1 i T GLASS -. i .1 ,r IY( ! Ittffi Lola RAND, ExlstlNy-(I I E D I ANON as > .T ' n { I aaN A] > e A c,Ass K e 1 T• MAX II I E If / ? I 1 YFX_ i B i (SEE E.EVATON e I (SEE ELEVAT*N II I I I -i �> , L 6• PAVf1 LENGTH II I 1• MaA. rt - ✓. - A. ' 1 6. PANF1 LENGTH !: .�; HP'OI» • II .. I 1 I -L' MAK 7 )N SHEET I4 ON MEET 17) ® N (SEE ELEVATION o ) . ,, T 1 (SEE ELEVATION MAX •A r 1 N Min. , 1 !2) I 11 1 PANEL LENGTH' II 1 E PANEL LENGTH 1 , - PANEL LENGTr1 Ir-SEPARATID, 1 I y ? o f I ON SnCE ON STREET 2J 6 e 70 CUSS I M 11 / 1 SEE ELEVATON - ' 1 ) } _ ( E AT ON I (SEE ELEVATION : : I CWTSME2TAil0N 1 '( . i E > 12) 1 1 II PANEL LENGTH Y L e I ,- T u + I r l e , ��"jj - ON SNCEl 12) u I ' 11 ) 1 IY , ` I 11 1 I' MITI i , ON SHEET 17) t ! R P II T I - 1 I II SEPARAn01, 1 A I 'M.n 1 1 a TO GLASS. 1 I M. - I ( I I 1• ANn I 1 , I 1 I 11 I' Mn I IF' :1�/ ' T I ! Ir SEPARATION I _ /` j 1 j R I n . i 1 3 'I ! 1 .) L/2 { I I- ; it-,0 xA55I 1 1 L/2 , 1 1 I .1..7 I " I -- •--SEPARATJON -1 1 N t ( 13j q Mn. 1 I H SEPARATION 1 .3 P 1 1 r1 p ICI GLASS 1 I it e--SEPARATION I I(` 'I R ,• Wn. t I 1 6• Y 1 I ._.' 6 - -- I 1 I 1 TO GLASS I 1 6• 11 ,O GLASS 1 F 1111 II ---SEPARATION J-3 1 1 1 C�+/) I ( I E I --- I I I I - - I E L/7 1 ' . (,3; I 1 I It -C GLASS. i I _. V EXISTING POURED L-D • I 41 EXISTNG POURED ' : A I f _ C_� I _ _ _-_ E 41 __ - I _ 1 ( _ I 1 1 - 6 CONCRETE OR I ( CONCRETE BLOCK I J/ i -I •?.._ I I oc i i ^. 1 OL. �.• : _1_'� H I 1T 1 __ I 1 1 (a C'r LJ7 (D "u ^I I I p. C { /fK , , I E 1 EC I I ® ' I E • . E0. 'n m.I i , I_1 - r •E.'f� _-. I 1 M. CONCRETE BLOCK r 21- CONCRETE BLOCH EO EO - ( Et I A '1 1I I ' 1 I I I i •� 1 ,9 T/1 GC RE41AR[D , I ( to"E"ND) , 1 I I _i I I , I - ''' E0. _I-_1 ' ' E0. - I. .-' I aDc EC 1�•' ?Rc REOURIED aTE. 1 ; ' .z'D _ _ 1 • ' ] ,.09 ,. I-' EO L r�IrO1 ---�1 ' �_-._._ is H01 NS _( 1 ((ice- 1' I _� ___., • u , ac 0. ,� �i ~i � ` s I EO _p .-777 ,-.-L__I EO ' � � 1 ' O { 4 1 4 ouiE T000 s9 s W, , Lv _I 'F _ 1 4-e 7APCON , �._. -• I I/i cY I 2'.4' WOOD I{ ! a4' WOOG 1 ILUS f/1'. PANELYATE , , . �.. !,'<. TAPCON REWIRED I , I_ �4-. TAPCON 2•A4' WOOD �.i PLATE N - PIATF ''ISECTI R-38ANCHOR O 12 1/2. OC MLS ANCHOR (BEYON•') O LIFE SAFETY PANEL ANCHOR O 9' 0C. I I ANCHOR O 9' CC, I 1 ANCHOR O 9. O.0 PLATE It - IAPCON REOUIRD t RFQWRED IO Q_ 1 STAGGERED W/ STJD 1 STAGGERED W/ STUD I i REOURKD I /4Y PANELMATE PLUS /4 . PANEL MATE PLUS WALL MOUNTINGS I I_ . 2 .. MOOS _ _ z wDGD 1:SCJUE J/e-,• I f 0R a 9• oc I ` AHCHCR a 17 I/z' oc I "ANCHOR O iz 1/z' Oc SEE siiTS ,6 & 16 FOR ANC+OS TYPE & SPACNG 'OR REO ED REWIRED '.6TAAATONS rn0 WOOD FRAME EIIAaM65... ANCHOR SPALNGS AND MIN- EWE OWANCE -� .. -. /�ARE 64>DATED ON THIS SCHEDULE FOIL E.0 LESS TWIN - fI �.: ) 1 Cn .mXATED ON SCHEDULE REDUCE ANCHDR sPACINIC In ALTERNATIYF L. � V MATPLnNG SPACING SHOWN ON SCNWJL r THE /N/� FDL.LDW11rG FACT FOR YHS OPERATION To eE POSSIBLE. ALTERNATIVE R-RAW ALTERNATIVE R-1 BW ALTERNATIVE R-2AW ALTERNATIYE R-2BW O REGULAR AN O LIFE SAFE PANEL W REDUCE/ SPAXNG OBTAINED USING FACTOR SHw NOT BE O REGULAR PANELS O LIFE SAFETY PANEL O REGULAR PANELS /�� O LIFE SAFETY PANEL „ H n,r„r LESS 1tAN YIN R SPKIMC INOM/11CD FOR FACN AINC:KIR 10 t HN....4 4 /��� - Hm WALL MOUNTINGS WALL MOUNTINGS .`E, t W TYRE ON THIS SCtEDUIE. AA�F,R A. 1/�'4"'�a WALL MOUNTINGS p A. Tfi{/'''I, It.•• I/a•1 t 6 MANNA AoaN TT9c TAACV ,W,a,,n P�.•' ✓ SCALE E J/a- A. Tf N41, scALE ]/a.t scAE J/6-i` �GEN /9 z IUAIr �1. uGENSF'' . F s �gP �(/l yle SE ' •. I•IRRAL Au71OR fyaNG MI 3 T ? 1 FLORIDA BUILDING CODE Non High VelocityHurricane Zone � .. \LENS •''•. 'g FLORIDA BUILDING CODE (Mon High Velocity Hurricane Zone) a NOL 44167 - FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) •MMMMrLKa il:vnero (w.) ' 3 = _ .a1ao %`Tu, Nc r... �� z M. TAwCO. Nc. I.P.NOTES, = * .' * - .2wo nmco. Nc r.r. W,AIN%a..l IOII.•N e.41 p.) - - a -- _� '/s - * : * . * e 24 GAGE GALVANIZED STEEL STORM PANEL tXAMYH m, 0, 44167 z 24 DACE GALVANIZED STEEL STORY PANEL - - Q. 1. INSTALLATION ARE ONLY VALID TOR AS O. DESIGN e - DANAN °r STATE OF_ a; r N GAGE GALVANIZED STEEL STORY PANEL —.. ACMel m 1I Ral -10R = 4-' STATE OE- :o' _ 1 I - * _ Ttr _ 1. INSTALLATION ARE ONLY VALID FOR MAX. A.S, G' Q'• _ - Ay s - % Z -3 .r �� \ .7M/lele PRESSURE RATINGS (p.s l) AND PANEL LENGTHS AS z &' : _-- • _ �, '^ °>/n/mx "0' *- A• _ a]/nJ3Nao DESIGN PRESSURE RAnNGs (oe.T ANo DANEL .�O'r. COR _ - - / GLOBAL PROTECTION PRODUCTS, TLC. wE va 0.eS %u,4•`• ILOR10P "E IL E C O EMe. GLOBAL PROTECTION PRODUCTS, LI.C. DAY[ PER ELEVATION ON SHEET 12. i q'.. STATE OP' 414 IL E C O EMe, GLOBAL PROTECTION PRODUCTS, LLC. wrz S ' `"�" - I�Ewe GeI - �4 F > TILN1 TESTING a plOalP[RRNO C•YPANr Gem sW s. S'IrsT 2. FOR NEW W000 FRAME CONSTRUCTION: WOOD - 9 - 1'• ' 4Ela 5W, a' s1iE'1 LENGTHS AS PER ELEVATION ON SHEET 12. 4,, F ET I 'lr _ Ay / ETi, r ir'V'"::6 `EU a r „I awC n Sn'. O'• . F(OR(DR .'4 .. ZJ TMAIT r RNRM; I �4COMRy atslE. rL WI. 2, FOR NEW WOOD FRAME CONSTRUCTION WOOD �A, S/QNAI E�qM '-%�12c tt+'T tt�r1No • oIaNEElnao coMPANr Aeoc aR . sTRtn I Z ,,pp XA QNAI A „�, IJ>O m-IAa N,_IUIi N aHnHIE 964Ye9-Is.S. rAs: ra+tea9-a»> 20-175 MEMBERS TO BE SOUTHERN PINE ko 2, W/ SPECIFlC '-. .1` (`; 20-175 / .� r a.'nr A.mn a n'» oA1L' ft. v3" y. Oro r.• �>YI ( 4 y4 �. . L r.« Lsu o,,,m M. wHac (96Fue.->5.s. TAIL (w4H69-e»: MEMBERS TO DE SOUTHERN PINE No 2. W1 SPECIFIC rFNNHHUHLLI i 1- A.P, mw o . Too, P'_'A• rN'wc (s5.)__'E4a r.: (HATS-e- 20-175 -... •ANM4/4HA,"' u-mot>1a>Ir DRR,IIIc r„. I DENSITY OF 0.55 OR HOWL .+4 `S/ - u-000e>'9 cwrnlo . DENSITY OF 0.55 OR EOWL. �Wo - Q 3 :n' - _ PE ..,, N.nwL. wTTAOo'A I, IF ,..I �L e1Rn '4 w la ! - __._.-__.- 'AINIIII LA6 ON"TNAE/OAR RATER A F11R µ' P.E sK[Ei +S M » P [ SFA/W.NATI/I[/wT[ .... o." UA T ,.i P> ' WQ1 16 M ,r J __-�. LL..__- I SHEET NO. SH 1.4i I LI I _. I I II 1- 1 ' I I II __ - J _ -- 1 -- --- - - -- _._._.-. ________� EZ1/18, i EZ I W/ 18 ANCHORS 1 ._ (SEE SECTION E21 k ALTEAINE RNE21W Of, SHEET 19) 3' ND..._ _ w - I_ 9-((SEE 11 9 (SEE NOTE 2) W� . .-- --'_ - -- - _ -_ -_NOTE _ ____ e' fix•' S.N_5, � O � END �__� '.-f _, - __+--,---I--. - - - - _-E" 31 if ,,.M - 'vAh `v -JO-, _ ` _ __ ,. K arl'I. A-' "J �:., H[ Ay-.-_ i d'-' ✓ t b' W?. Hf`. I/2'�___-TOI_--'-'TO~ � ~O1 ,"---jO Y.- -.0� 'O-i i0•-'pL---_`_i -. _aC-: M '_At AP4, : E•" :n L 'N A �... �. N L.uJt':' -. "�T_ 11 `'� 'I - ( I - 1_� �.�;- '. P,_ l t___ �'}X NY C'Ct i.0 _IiEi iITLC= i I I ' 12 i "P 01 foss - i__G .-- � '• I - - ,.i -. ;IL_•h -,L. >.J..._s:s H:•.N: __ ?4 -nriEi .. TA.4 , - - _ , , .. uA.^.. .,' "_1 Tii . ".. , AN , n -Or,t T,A( ,' I. P S ^-_ 1]N V.I FA:.:r �niE C.f,.. ,A��Ei: i! ER I,,' r•Y.!':.. r l., .l NF'_'. 1 HAr:E. � 1 Sr W)'ES 1, i +. A -. ., • - i . \ L n AAI -. EE r NI - H ,.1, .V E. . I' I�,,,,, 9 I - !1`s (1`s I1; R - 11 * -, ;I: R A " A _ At NNt-1 µ I, I OC; d jj t a ". 1. 5 M t N 0 - 1 w .;. . f. - W I ,O ' £ ;, e u JMES EA ,! A E Hill ,4 1. ''. I5 - f`i O A C -.1 AF r' A.L A , F T v-k .IA Bi la E ,ii,. . W:.I f c 1.V 4 ,iI_', -T=P ,�Jtf t .[ ENU r- II.. I - - I N : "A ANT Y', AG {I war-NA':.Y 1... Lf1H '.L` =FI'. A -.) iTr It_A"., TYlr. r t ! Pir A n J I e 1. _ `--" 1�1 ' -'-t- I : -I j 1-yt ..I,.� .. ,. -i _, ,-, r ._.1.. _1,- , r i - _ 'IF Aq - I I`M 1 ' i +'JNf .."-_�sd Fr,f- r: NA _•I LJk A- Ar •AYL. +, P!. ' JJ, I I , I . J 1. 1 __ L _1J __L lJJ_LLJ _ J L1 J-3 I_LJ 1 - LLJJ _ ___- 1 - -- - _'.. _-_.._ r ___ _i rE !.L„ + Mo. - - 1 N,. - - t �� W.'11D _ , ..� t ". 1 1. A uNL is 'AR,i' .. I- .. _ - L71 h 1 ra H.F [ZW .I L_ IB: - EZ1/18. 1 EZ1 W/18 TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL' 1, SYSTEM (t) I 1 .' AIA, 'SAL:'.\ / LA:' ' I MAx/ f SECTION A -A " N,AN I ,r ``,Y - EN. �'P��% FLORIDA BUILDING CODE (Non High Vefocii H.16ccne Zone) Ij I,. Q4161 = r 1 " Ya _ 24 DACE GALVANIZED STEEL STORM PANEL .- ,,i - x a U, ! L E C O I N GLOBAL PROTECTION PRODUCTS, LLC.I D'f 1 A - ;taTE C.It �y LL'� i;5T1NA • iNOtM'tARIxA C9 "; �''' �0.:I'_4-' a JR(C,• :kids. .. ;I 4 W 1.'8 I 20-175 Off.. .•`� "w. -.. E_-"11:�If c L '=iI'v(� ENOINEERINI3 EXPRESS' It PRODUCT EVALUATION REPORT September 15. 2020 Application Number 1 869 1 - R2 EX Protect Number 20-31543 Product Manufacturer All American Shutters and Glass Manufacturer Address 1540 Donna Road Wast Palm Beach. FL 33409 Product Name & Description- 24ga Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation: This Product Evaluation Report is being issued in accordance with the requirements of the Florida Department of Business and Professional Reguishon (Florida Building Commission) Rule Chapter 61 G20-3 005. FA.0 for statewide acceptance per Method i(d). The product noted above has been lasted and/or evaluated as summarized herein to show compliance with the Ilona Building Code Seventh Editivn (2020) and is, for the purpose intended, at least equivalent to that required by the Code Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or revlsions Substantiating Data: EX P RODULATON DOCUMENTS drawingl2'24ga Galvanized Stee l Storm Panels(HVHZ & Nm-HVHZ) sheets 1-5. prepared by Engineering Express, signed A. sealed by Frank Bermardo, PE is an integral part of this Evaluation Report- . TEST REPORTS Uniform static structural performance has been tested in accordance with TAS 202 test standards Ilan test r T-A 17 1 kwater Testing.Inc e oN s I� SG- -00 b 8Wc p O y Large missile impact resistance and cyclic loading performance has been tested in accordance with TAS 201 and TAS 203 test standards per test report(s) #8T-ASG-17.001 by Blackwater Testing. Inc. STRUCTURAL ENGINEERING CALCULATIONS Structural engineering caloulations have been prepared which evaluate the product based on comparative and/or rational analysis to quality the following design crilens I Maximum Allowable Spans 2 Minimum Allowable Spans 3 Minimum Glass Separation 4 Anchor Spacing 160 SW 12' AVENUE SUITE 106, DEERFTELD BEACH, FLORIDA 33442 (954}354-0660 1(866) 396-9999 TEAM')11 E NGiNEERi NGEXPRESS, COM E NG I N EERINGE',PRE55 COM '.rl _ :.E 'Cr. � - 1.000' V AL1=ftNAT_BUILOWI'.r / � .1 �$1 _"-% ��T_ f, , 7­.P I � EDP+. rVl'F NOUNrTN,; EYrRU5NIN9 - . 0,11-ELT Td -A �-t , I 11 di.HIIH 3 i IDH C C H3.L -: `. :I, ,, `Y % 19 a r�r=rnra�.r^ x.T -..-T Y f:3G L_ :TL-, "c�rc_ r _i IY A'0 �( Dl r� Tl,:af i zz "d .a r73.t Ili" �1.rR�, H /j :. 4: y�IR IIII xr II y-TLC 3:1GL EHv-O e m P f. 1 NHAio1 11I.x L .N I 1LI WALL MDUNJT 9ECTIDII / .4 _ .T _�.. _:T_ � Paue _' UI' n All Amen can Shutter<anti Ciluss - ^_dga GBltanized Steel Storm Panels No 33% increase in allowable stress has been used in the design of this product Separation from glazing is not required lot installations oulskle of wind zone 4 and essential facilities Impact Resistance: Large Impact Resistance has been demonstrated as evidenced in previously listed test reports), and is accounted for in the engineering design of this product Wind Load Resistance Tins product has been designed to resist wind loads as indicated in the span schedule(s) on the respective Product Evaluation Document (I e engineering drawing) Installation This product shall be installed in strict compliance with its respective Product Evaluation Document D a engineering drawing) along with all components noted therein 1 in t product respective Product valuation Product components shalt De of ilia material specified that p odL ct s espec e u E I engineering drawl Document t e erg rig rig) Limitations & Conditions of Use: Use of this product shall be in strict accordance with the respective Product Evaluation Document (I e engineering drawing) as noted harem All supporting host structures shall be designed to resist all superimposed loads and shall be of a malarial listed In this product's respective anchor schedule. Host structure conditions which are not accounted for in this product's respective anchor schedule shall be designed for on a stle-spectfic basis by a registered professional engineer AilcrnnW components which are Painfn11y installed padsh II be against corrosion. contaminationand other such g h r h damage at alltimes This product has been designed for use within and outside the High Velocity Hurricane Zane (HVHZ) Respect f ul l v . 'IC_�_.__,h, 11 ` Fn,unk Bermardo. PE ENGINEERING EXPRESS'- !AT0046;44 ! C erl Aulh ?8S> 160 SW 12'' AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396 9999 TEAR COENGINEERINGEXPRESS. C014 ENGINESAINGE. RESS-CON I r"' T can, C P D. 5 i. UiF CS:.C:- F A �,,.l, CR 'ICE F,'r rt E U.:M C' 1. rr c l 11 ..... nl,_T OPT N_'oil. OM C,D RE[I�AII., -T - I! 0 . Q % fit M a j � gr _ WLn W. ..'-•I iON Z a 4 R� r T n `5 n = � W o d a 11: 1 20-31543 1 �J ------------------' I -_--__.-------- _-------_.._- - ----- - ---- INSTALLATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL '1 i INTO POURED CONCRETE, CONCRETE BLOCK AND WOOD STRUCTURES i I 1,r_� ` EXISTING POURED i - CONCRETE OR I;1"0 TAPCON ONCRE-TE BLOCK i _ ANCMDR O 12 CC REWIREC '(r �`) �' '� l/>!` HEX HEAD TEY. t /4'n TARCON ' 1+A - HEX HEAD TFK WDOP HEADER - } i ANCHOR O 12. 0 C SCREW O ' FROM REQUIRED - I - SCREW b 4- FROM P -� z1 EDGE OF tt� /, 7 EDGE OF i I T ?. ) 2 I; � I.F.it - .SAD I.• ! ,/:.-- 1 . S 0c4rs1 •,®0 11 , ' Ss ats.Q : I `_ I , ee'/.'oL fit MRM Min 1 1 I '2 Co Ptp 1MIEl N i '2. Ir sE BRA-. I Mm. i1- GLASS p 1 1 SEXGLASSRAPON { � GlA'. II A:U4'NUM F'JP GALASS �� IO - ALUMINUM PC' R I 1 C i RN{T 1t i e I. -I'.- ,M7 s +iii GAO RMlo B I 1 No I!I'I- ,- I. {mx 1 MAX R 1 , PANEL LENGTH. i 'I" aL4T9 m n T I CAMEL LENGTH ♦ I I I I 1 ?- iii - I In " R Mlc, li :1-SEPARATION:-1 I 11 I Min i t /4'0-20.2" I- RAT -ni GveSCREW TO GLASS I I 1 ., h 90Z 0 TOF GLASSN i C, h i 'I-20,2., II I 1 of -L- K 1 { I t' HUMB<_"FEW II 1 I R I 0 - I'. I ( I _.-- 3 I I EU I I O i' ,/z 7 rc' I 1 4'1 TAP cN ANCHOR �� J I O 12' O£ I './a-n 'APCON i _ I 2'14' W00: EY15TRE FOR I ANCHOR O tY J C CoNCRETC OR i . - LATE CONCRETE sLOOK REQUIRED i RE WIRED I J WALL MOUNTING WALL MOUNTING i ji SECTION EZ1_ ALTERNATIVE EZ1W SCALE 3/8=P" SCALE 3/8=1" 1 , "�:- \ /JAA", ✓ $ ' P'' GEMS 9 - �'' F ''„ FLORIDA BUILDING COOL High Veloc Qy HUr Zone) (Non ,,L; a BIB MIN. PANEL LIEN r' - ��c ""`="� 11` 24 GAGE GALYANRED STEEL STORY PANEL1. SHALL BE 2 -6" ': I 'I"'T- INSTALLATION ARL ONLY VALID FOP MAX. AST) D`L SIGN z * PRESSURE RATING +/- 40.0 p s I AND 6'-0' MAX s- _ ^ \ c>fn/1c1DPANEL Fr.n .O= . tiNGtH r, IL ECOINe '�PRODUCTS. ILC.i2. WOOD ��,,nIZ s 'Art' u�sMEM9LR5 FOR NEW WOOD FRAME CONSTRUCTION L�t1 � IND A N0INRERIMO co-n '� TO BE SOUTHFRN PINE ND 2. W/ SPECIFIC ,,,,,,ITFH­ "°A"" sAv I. Av.nA'a.x I '10-175DENSITY OF 0. 5; OR EQUAL. __ Luc... r,_ t ..xAi1 R ... .� .. .. m.. m,. a, rL•NG. Lr_ I ur6' . . FLANKOEYI.,N,. PE PEM 10191✓ R, ALL AMERICAN SHUTTERS AND GLASS MAXIMUM ALLOWABLE . .11 °v111, „;I„° 24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ) DESIGN PRESSURES: " 14 '°" I-D•*a -- AS NOTED IN DESIGN DESIGN NOTES: I DCHEQULES c e WIDTH UNLIMITEE' (PERR. To PANEL SPAN1 POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL A DETERMINED PER SEPARATE ENGINEERING IN ACCORDANCE THE i u� 1. u4 TC'P MOL'M (CONN- TYPE AG REQ'D) TIP. SECTTDNS OPTIONAL t "-1(1 STITCH - BOLTS WTTH WASH EKED WINCNUrS FASTENED N NTS GOVERNING CODE, PRESSURE WT H AEME 7 A D 7 AND LESS THA DETERMINED IN ACCORDANCE Y!I H E SHALL 1509 OF THE FLORIDA BUILDING COPE SHALL BE LESS THAN PR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS GM04YN. W el B c _x I 8 W U - > ee g4 W mg J: 6 11 i1 i 'y � -'- OVERLAPS TIE SPAPAN (USE APPROPRIATE SPAN TABLE) GENERAL (VOTES: 3 C I� i "i 2 2Qij0 YI �O PLAN 1. iltt6 SPECIFICATION HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REgViREMEt(T50FTHE FLORIDA BUILDING CODE SEVENTH EDITION{{2Dmj FOR LSEtNS1OEANDOUTSIOEDFTNEHVHZ,PER TAS 'H 202 AND 203 TEST PROTOCOLS. CONTRACTOR SHALL INVESTIGATE 01 � 1, aW "�O i` �- !� d I, N 5 n > PC, '156' AM CONFORM TOALL LOCAL BUILDING CODE AMENDMENTS WHICH MAY APPLY. DESIGN CRITERIA BEYOND AS STATED HEREIN MAY REQUIRE ADDITIONAL SETE-SPECIFIC SEALED ENGINEERING. 2 N033-1/3M•S INCREASE IN .AILOY'J,ABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. to �� / / BOTTOM MLW NI \ I Icmr TYPE AS \ i RFQ DI R0,3,." MAY 0 AT T E - _ 1 ( I % O 37F" 3. THE ARCHITECT(ENGINEEP. OF RECORD FOR THE PROJECT SUPERSTRUCTURE WITH WHICH THIS DESIGN IS USED SHALL BEIGN WHICH HI CH RTH INTE IY DFA SUP DRYING' RFA TOTOR, DESIGN HI H FO E GRI LL P sU CES W C T SHALL BE COORDINATED BY HE PERMITTING CrxiTRACTCNr, ETIONEf Kit G SPANS CON REQUIRED [n kTO D TI'SEFFBPECIFIC' S DEFLECTION OER R TO DEVIATE FROM LOADS FOR ALTION OR SPANS COlRA1NE0 HEREIN. CONTACTTHIS ENGm1EER FOR 4LIERHRTE SPAII CALCULATIONS AS Mar BE REQUIRED THE SYSTEM DETAILED HEREIN M GENERIC AND DOES NOT PROVIDE NIFORMATION FORA SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED RC IT CT SHAL PR ARE SI E SPECIFIC DOCUMENTS FOR USE IN A H E EP T ra C � q p ,rmj W A, t s p 4t 'z3 .. 1 r p S O B.BQTTOM``- 1 TYPICAL VERTICAL MOUNT ELEVATION 1 N T 5 ELEVATION I CONIUNSIGN WITH THIS DOTED HEREIN ON MAXIMUM TESTED PRESSURESDIVIDED URES PRESSURES DMDEO BY A ].5 SAFETY FACTOR. 1.5 SAFETY 7 ALL FASTENERS TO BE j:"D DR GREATER Al!SGRADES UNLESS NOTED OTH EAAVISE. FASTENERS SMALL BE CADMIUM -PLATED OR OTHERWISE CORROSION -RESISTANT MATERIAL AND SHALL COMPLY WITH "SPECIFICATIONS FOR ALUM ITIUM STRUCTURES•' SECTION I, 3 By THE ALUMM UM ASSOCIATION, 2 � = ❑ a LA gg Z \ 6 `� �-, z� A, � 6 [7 TOP MOUNT rD7NN n'P E LTRIA ' Ar RE 'Oi ( SPAN ABOVE Q -E-- TRUCTiC)N) BOTTOM L r1� OUNT CCONN TYP INC„ & ANY APPUC46LE FEDERAL. STATE, AHD/OR LOCAL CODES, B AU -STORM PANELS SHALL BE 24CA STEEL t.0, 024" 9 STORM PANELS SMALL CONFORM TfI ASINI ALIM STRUCI KSI. ODA11 TY STEEL. G ! COaO NG AL 1 606 Hx F UMIN KB1. TH' 2 O W A L T 3 AU -ALUMINUM F iRU EXTRUSIONS 6063-Tb ALUMINUM ALLOY UNLESS & 6 OTHERWISE- , DETAIL E 7 11 TOP & BDICTA DETAILS SHOWN MAY BE INTERCHANGED O O FIELD CONDITIONS DICTATE PANELS MAY BE MOUNTED VERTICALLY OR HORIZGPITALLY AS APPLICABLE. 12 CONCRETE ANCHORS NOTED HEREIN SHALL 6E EMBEDDED Tn NON -CRACKED CONCRETE ONLY. INSTALL ALL CONCRETE ANCHORS PER _ W W a J J Q fit ii A$ RFQ'p) l2 `Y „ 115 I Z min a "J� E O -�-.- Z � 10 n TOP MOUNT D (CONK TYPE 1 A5 REQ'D) LmNX BOTTOM MOUNT r�NN TYPE AS REq'D,i (SPA BELOW OBSTRUCTION) ATI MAY -HOCA ION MA LCC ON M MANUFACTURER'S RECOMMENDATIONS. 33� THE CONTRACTOR IS RESPONSIBLE TG IN5UUTE OR PROTECT ALL MEMBERS FROM DISSIMILAR MATERIALS To, PREVENT ELECTROLYSIS la, ENGINEER SEAL AFFIXED HERE TOVALLATE..STRUCTURAL DESIGN AS 0 DR IN W MTRcS USE ES TH RML.ES THIS EN BY F R A,U_ C at & � Ir DEMTIIFIFS &SAVES HARMLESS THIS ENGINEER FOR ALL COST A DAHA �F5 i C T IN LUDIHG LEGAL FEE_AAPPELLATE FEES RESUL ING FROM tATER1AL FABRICATION, SYTER ERECTION, & CONSTRUCTION PRACTICES BEYOND THAT YJMICM 15 CALLED MRBY LOC.A4 STATE, B FEDERAL CODES B FROM DEVIATIONS OF THIS PLAN. 13 EXCEP7AS EXPRESSLY AFFIRM PROVIDED HEREIN, EC ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS O AREINTENDED. A TEEPHITTEPLATIOLSA MID trI NS. OR OTH IS MARKICePTIFJ6 TO THIS C+pCU MEiir ARE THIS ED WITHA IONMIN AqE HOT ELK_' SH Ei3 AND PERMANENTDATELY I' PANElS SHALL BE PEP,ryANENTIY LABELED WITHA MINIMUM OFfI)tA6EL ER EVERY 3.0 FEET. CONTAMINGTHE FOLLOtY1NG ]N FORMATION' ALLAM ERMAN SHO"ITERS AND GLASS WEST PALM BEACH,FL `I g qq G a! E MMii C 1 I �Fg € K u C a R S 8 ,Y I at qq {{ {l L] S M IIC 1 `yam 8 a E Bi E 11 �By ¢Eeli € aB I I� t �E PANELS MAY BE NOTCHED A S REQUIRED, OPTION AL Xi'-2D STITCH PROVIDED THAT CONNECTIONS AND BOLTS 141TH WASHERED ANCHORS ARE USED WHICH SATISFY 1,'ANGNUTS FASTENED a SPANS ABOVE 8 BELG1r OBSTRUCTION, OVERLAPS O MIDSPAN (USE APPROPRIATE SPAN TABLE) FLOSROAcgODUCZTAPPROUOAL NUMBER \� VISIT ECALC.10/51543 sq@ cm''INdlrgMMlE"IWODiE 20-31543 VERTICAL MOUNT ELEVATION t,11:„`�°:1'`:,3,• 2 NOTCHED PANELS 1 N.T.S. ELEVATION ,,_10R_ ,I ' ' 'I" �� Nai ENGNIEatwOEXPR®X CDwOTORE R.JMAUURIDNAL-MRI. ta•Pmn -ROU E159 6 /I LILIII ALLOWABLE PANEL SPAN & GLASS SEPARATION SCHEDULE: 2- GAUGE PAUEL iM FlIA )N P1 .A N i h. PA ! -M-IA 114H; WINI, N 4P..S-:EN A A 1.i,i.l AX MUM r ESI N All WAHLI ` A IAI -N5 r N`IA° Ai N f1A fit f1110R, UI "AN i I T AN k, ARGV! ­ALIE 11AN AP ' IhAUI „1 I 0 LC6, _ 1-.n 15 1 --n 1,,, Ili t ' 0 , 1-"u A , u . IG, J It 1 n F , I • , t�SEn e a, ,, 93 - Iris G5 - H r' - 1 - - - - - JV ",I., 1 to r �NAN 5L I1tUULt INU I t5: I ENTER S4 SCHEDULES III TH- NEGATIVE fLGAD nPA1 FASTENER cTEEFAr(N,-TO OFTERMiN[� MAYIM!LAI AL1,'ABt STOP PAN L PT TOR J TIl :,PnN. nt,IEUUIf IS ACCEPTABLE F O LSE v t PIDTTIVE LOADS - SS TITAN OR EQUAL TO NEGATIVE DESIGN LOADS. PANEL FASTENER j ARE STUDS 5ED IN CONJUNf"CN WIT. A MOU T+NC E TR )SIGNS ":.ACM. STl D EC ANGaLE. ETC f USE 6' O C. PANEL. FASTENER SPACING TABLE VALi JES FOP ALL -H`- AND' U HEADERS (INCLJDING Bult,. CH7 t:ONC 1 1 _NS) 3 LINEAR INTERPOLATION aTION aft WEST+tOnD,'+1': A .LP'ABLE. GTMERWISE V5F NEAT HIGHEP. WORD t ENTER 5PAII c, HED: _E Will POSITIVE DESIGN LOAD TO DETTEPHI.E M+N M ,IM A ! A SEPARATION FROM THE OPENING T'• PR-•i 'T 7 I L LLO ! BLE SE➢ O O c L E ,. BE L E` Er. 'P. F R EW1TH. i VU "JA SCHEDULE IS E (RED U J ^OS TI t LL C ONLY +NT RPO A lr f A-, 'S ACCEPTABLE RN! S N % E JI tTL i BETV•fEN J L S ,- 4CLE BL G ME I5. l _f E T H13HEP / LU4' 't T •1' Gf H' H A!-, f F'S. III U it 6':'a ..A CN6 DU ..JE J THE H J Z .. OU,' IDS S_.M I . S 1" n THROUGH H - il FACILITIES IN A I WIND ZONE 1 _UG 3 E t,1A 5 E. Ak !ON 5 > GCHEDU.E IS NG RC, is RED AND '.O M;NIM;,FI SEPARATION 'ROM "HE PRCiTE LTFG DPEIi1N,i IS REOUIPED T MINIMUM ALLSPAN SCHEDULE v. 7 TOP MOUNT i '8<IwTg� ,; "P 0i 2 , Tg 3? ; a S Z g � # E I ,p V H' H i "]' 28' 6vtIWW 'U' N+extln, 0' 0' D- ZR -a' 1 15' 22`C d 2]' ?5" T.5 B v' HR4De, 0' 0 ]f 24 25' 2:' S 2i' 27' -W- h56-I a ? 23' 11' 30' ]1' 11' I 30"' il` $�:' aV,Vluu F' T iGk 24 d 2A' 3CP de 5.7 Zs a' iB 50". ,.. F a Rhh uM •5 2 _ 2_.O "' 31 I 50" 5 ' 30- 'CI' it [_,!, 9 2 SGTI" 't9 tl' 5_SGui�e,W ]1 D.N MC I "'d 4' V ie' YJ' 25' a ae, LIFI F L H 7' 2d" 2 1 4 2 13Oa 'F' a b X 24' r SO' a8 ll' 19 am iE' 3J'.SI a A 1 O I M- 1. ]" 13' 3' I t 3P 3 1 3 " / ,' 1 A h 4 2G R 7T 53' S Tn y ' 73` ,,, m oe a fn �0 E�; ' t,E O I •yE wjUa t ¢Lcin a t o = -.WlPMy uCCC C,W b ri (7 „ B �. in - L _.v .- 5 .-, o Q P 11 j(`�10PTIONAL INTERIOR FASTENING DETAIL l� WT 5. (ADM CIC waLL-9" LL _Vg� i8=>9 LA= � 1t Ga j< _ a � g ,c 3 OC 0 - A oiAcv+ PANE1 W 0 r_ ,... R._,v,,.,,r,. C"a-'` 1€ � IiI s 1' ,/ e.: .E. pia 4�C $mg.f. �5' le , ,-,. i YY i'ii&f11 A,E. _ 11 0 Fri fi It § -1 T1 +. _, fl�- ¢R IL. � pig lit •: i S;Yi`i1�- WPmKUFaPIPYJP ,,PE :.,_r :a.. I.. - --_ ..,II - 20-31543 PA6EDx9eaOTION, (10PTIONAI EGRESS PANEL DETAIL Xm INTERIOR FASTENING a 1 2p" D 094" r-2 990 2 250- �--L �'( �I`- 1 rI t09 250"-I-O060�. 11 "Joe LuK .. i0.094" - 1 "II-0.094" .125" 0,750" -S.W." F . � 7 ' aA u,4 uL. r0 625" a , N-I, O l250 GA -t NaQQ TTb 7' 0.094" d •? �nTYP, .+N TYP 5tT rn €Z 8 M .094" ,, I �.IZLr Dom„ �s W fit, ^? -G.3 G,094" n 062' --1 I -� 2,02U" f N ry '4 'y t 930" r 11 1.930' �O.D6:'. I 0.062°=-...�0�06ZO, 375"J n,062" ~ 1-` I �O. L'.5" 2. U00" _ �N L 3s +I .0l -I 2.ODD" o062" 250•. � 2.onn" h- � 2.p00" I-, TIP Ow lx�� .1 § 12L" t 1�" Z/ ADEF 3 ' R SURD-0UT U` HEADER 4(J M`'I N,� J-PAN CLOSURE 91"& MIOLE Q W -II ry tin w --�1.51 1.560"I--,1.560" L1,510" ''-380" MAX 31 0.376" 0 313" N. w 1. �pS 5 �5Z Nil-�I O.L79" fffi55 019 0.6 �5" 01 190 - G SO,G55" 0,006' 0.]50" l 007" OM pp D 3 76' I �12.500"PANEL COVErA4GE �-� Lff 0.250" R0'��?" py' .. L. 0,524,15G"0.05G" ' Wp 14.575' PANELLENGTH e �E. ; f EIII r0.515 r "1f--_-_ rrr������rrrl it PA III V 1' ImnEcnoM 1IIII0.090" 0 090" NAY a 0.085'J-Hy} 0 2SO.�` TYP f IL TVF. ��=T=f`­T DL'90t_"ww. 0.215" �215 F--�OLD., RO ]35"- 305 N.-0700" Do9o^ 6 a.Itl.D-OUT Y TRACK 7 'T' A O'F' AN EP- TRAQ( �,C tRAGK i W C-All 0,957Y n a OD MN LD 037 D �1� 10 ,,I 0 0. 190" M' -J -U R I 2 .. r -..Rip / .,� � In . IIni IrIrLra. LEG ff) Q d w�+ ---- DIRIUMN - t ry r ^s N ppp[ J0 I-3.OD0"D. 2 R2IERSED Q LL C %1 TY{+, < � I B f , I. y1 ,: tat ,[a "F' ANGLE - (RACK LEIItENDEDI � a N :Z7 y lY _ = 2mi^ ;fa 1A00" _'r<`YCIuI �H.c. 10` S $ rl OVERLAP 1 U.:T,•..A[,; inl,tJn $ Ri N 4" M11AX /,S CORIIER CLOSURE DETAIL �- �__�,25" MAX. � 1�r Iii S p �j`.2 H a> . c MAX Prr mi nETi - �_ err M r. a U.1 BUILD -OUT It ,In-,,,-. rl J. DISTANCE - r .I r-FP,- c JJ N.I a. Al - I.900" J 1.000" _ . to .P ., 1c 1. 1-cE , .:-,. r .l..- E g� g'g � j- OVERLAP 392D ' /-j O a Spa 4A M.4X ��/ S /1m �m 5" MA lE q �y - uT s'I 1.500" � R ,- f 8 A rY. �.. LJ - t p MIN li". 7 ._ T n-a4. 1 3� y A / de 1.600" A J r_� c. .y 4.. MAX, MIN 1000 - ut 3,. P '� 11 /,;'�CORfIER CLOSURE DETAtt ENM -F I- -MY r __ 8 IJ ED n'"" I; 1 9 TL MOUNT CLOSURE DETAIL �� IIG a r1T5 ?_..r i,. i& 00P111___.1ErlmBaR[, T 1. ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS, PANEL FASTENERS O 12.5" O.0 ® m�W® . - ®"-ZiY4'i ®�M®® tYY'4iP.® • • ra®H' MM® N ®�®®��®1�13111, ®��®��®®IS'�® ®83-w"mmm®mmm1lmm®tr9m"® ®�P��,��®��E�arIIn®LAE�pM' �®!!IM® ®ti•6'ii4i411I�®®° tTA m� ffitrie M- M , MMMENEM IIIM tY.R`JlLm®®W.6axi?®' ®t].II'!lSlffl - ® ®f®' ®®®®' ®E�"L®P�L��E"���M�M "®M ®tl'6'ixA ®®MtS6J• r®M®® i. ®�®®�®®®!ice® - , MIN ". /. ®u%%/."EN"I'lit�U�® /% / / / - /%��j / - - - r/ /���'I. r _ % /, /r /. !T.!•,�� / ETA r, / MMIEREME MERE ®= � '®' ®' ®�®' ®-MlInromm M®���®-M: ®® ffl'®® M®E!mwm®Ent®=®�®® �t�®® , / / r MIIIIIIIIIIIIII®gyJ_�xam®m!mom®P����® mi-1111, �ti1'4fA'S�i'aCiia ®tom®®�t�® ffif®M® miiIIIiIIIIiIii®®M®EYY'�®®® �ffimmfflm _ N Imm/0/®FIB// MI. ®, . `. ®®��' i.®ME/0 ®®'///////J,®EIuw//l/:®�'/%/ ® �®®� ®E'3�m®®�� ®�®®®11�111® ®MIII® NOTES: ANCHOR R N : C O S I ANCHOR SCHEDULE APPLIES TO ALL PRODUCT CERTIFIED HEREIN BUT ND 1 5 O PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING, MAAIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE SHALL APPLY. E 2 ENTER ANCHOR SOHEDULE BASED ON PANEL FASTENER SPACING, THE EXISTING STRUCTURE MATERIAL, B ANCHOR ELECT DESIGN LOAD GREATER A T GAT 'N L NCR 5 rIFCT E ORE L O NEGATIVE DESIGN EQUAL LOAD O SHUTTER AND SELECT AN - ER THAN ORE AL TO SMUTT AN. R N UTT LEC SPAN GREAT EQUAL ER SP SELE_ CONNECTION TYPE BASED ON APPROPRIATE MOUNTING i'XMKJITLtJN IEEE MOUNTING DETaILS pry SHEET 2 FOR IDEMI FICA TION OF CONNECTION T(PE). 3. "PANEL FASTENERS" ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING I'MUSIONS 'F'-i - 5. 25" AN FASTENER -F F RACK �TUDDEDANGLE. ETC USE UT PANEL ASTENERS ACING TABLE VALUES 00. ALL'Ti" � AND "U"-HEADERS (INCLUDING EUILDOUT CONDITIONS) 4 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFA--FURER<_' ILECOMMENOATIDPJS 5, HOLLOW IELOCK HOSSTRUCTVRE SHALL CONFORM TO ASTM C90 BLOCK, 6 MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR .,Q7EDOLE. 7 MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL FINIS.HE<_ HALL FINISHES SHALL BE LIMITED TO 1/4" MAY: OP SHALL BE VERIFIED BY OTHERS TD ADEQUATELY TRANSFERCV LOADS TO HOST T RUCTURE O B� CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED t0 UN {RACKED CONCRETE ONLY 9. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY, FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING T . PLYWOOD In ACCEPTABLE ONLY FOR SIDE CLOSURE UR PIECES. . toWHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SMALL BE LOCATED IN CENTER OF NOMINAL 2" X 4" (MTN. J LNOOD STUD (Y," EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMINGIWOOD STUD SHALL BE "SOUTHERN PINE' G-0 SS OR GREATER DENSITY: LA, SCREW SHALL HAVE PWI.L[PS PAN HEAD OR HEX HEAD IL REMOVABLE ANCHORS ARE. DEWALT VANELMATE ALL -MINTS 5OLID-5ET B BRASS BUSH IIVC- 12 MACHINE SCREWS SHALL HAVE If2" MINIMUM ENGAGEMENT OF THREADS INTOTHE BASE AN HOP AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U NO 13. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. 14. ® DESIGNAES -CH OIR CONDITIONS CONDITIWHCH IARE NOT ACCEPTABLE USEES. 1S i DIRECT MOUNTING CONDITIONS L6 LINEAR INTERPOLATION 15 NOT PERMITTED FOR USE WITH THE ArICHDR SCHEDULES L15TE0 ON THIS SHEET L� 1 20-31543 1 9 a- 1I `1) V J � tT'S �v O A, W � •4__P U � Q- O O c .CM cia-0n- U N � �^^ O � Cl) a C: O ^, W C_ O CIO L.L. C:) .� Q) L_ a O L_ �a-C- - VJ 0- a Z Z W J \ ,I ' -3 r J - ,`111 � 1 �' a I ` a t� -^ _ W 0- w to ) c.9 r_ CS] X _ l.ad N In CAEcli . Vi t= M I CC ✓: 23 a) of - C d 55 _-X 3 T -T; W _= CU -= A. = W C O La .5 V3 a C E N Q V CJ -6-a W CD (D n0) U/ V OC/) [\) ice. (1) U =3 V O 0- 0 W .� L. '^ vJ L. Mco W W 2 Q Z Z J d SHEET NO. SH 1.5