Loading...
HomeMy WebLinkAbout36471 Flats St3 x m rn cn 0 0 J r\ O I N x m rn LO L0 21 v 0 Q N 0 0 J r 0 I N L0 L 0 0 rn C Q M O i a E H a E 0 x v a i L U E a a 0 U J 0 tZ N O N 0 0 a 0 N 0 0 a 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 Fir. Floor RAD or Rad. Radius AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAG or Rag. Return Air Grill ADJ or ADJ. Adjustable FOM or F.O.M. Face Of Masonry REC or Rec. Recessed AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace RECEPT Receptacle AHU orA.H.U. Air Handler Unit FR DR French Door REF or Ref. Refrigerator ALTorALT. Alternate FRT Front REINF Reinforcing BC Base Cabinet FT or Ft. Foot/ Feet REQD or Req'd. Required BF Bifold Door FTG or Ftg. Footing RM or Rm. Room BK SH or Bk Sh Bookshelf FXD GL Fixed Glass RND or Rnd. Round BLK or BLK. Block GALV or Galv. 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 BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HC Hollow Core SHT Sheet CAB Cabinet HDR or Hdr. Header SHWR or Shwr. Shower CIR or Cir. Circle HGT or Hgt. Height SL or S.L. Side Lights CJ or C/J Control Joint HH or H.H. Hand Held (plumbing faucet) SPECS or SPECS. Specifications CLG or Clg. Ceiling HORIZ Horizontal SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit HS Hard Surface (flooring) SQ FT or SF or S.F. Square Foot (feet) COFF or Goff. Coffered or Tray Ceiling ILO in Lieu Of SQ or Sq. Square COL or Col. Column INSUL or Insul. Insulation STO Storage COMM or Comm. Community INT or Int. Interior SW or S.W. Shear Wall COMP or Comp. Compressor KIWALL or KIWall 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 LINO or U.N.O. Unless Noted Otherwise DMF Decorative Masonry Finish ML or M.L. Microlam V or v. Valve (shower or tub/shower) DS or D.S. Drawer Stack MONO or Mono Monolithic VB Vanity Base DTL Detail MW or MICRO or Micro. Microwave VERT or Vert. Vertical DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VL or V.L. Versalam DVP or D.V.P. Diverter Valve (plumbing) OE or 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 WIC 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 WIC or W.I.C. Walk-in Closet FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WM or W.M. Wall Mounted (plumbing fixture) FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WP Water Proof(ing) FFB Finsh Floor Break PSF Pounds per square foot WS Water Softener FG Fiberglass (Shower Pan) PT or P.T. Pressure Treated WWF Welded Wire Fabric (Mesh) FIN Finished PW or P.W. Pre -wire FIN FLR or FF or fin. Fir. 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. IE7 IE-1 D E 0 FE7:1 M D 1941 Al B 1 KLM INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. 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. Cn Cd c+7 CL-©tu cV � . , `'� N Roves CD vaC b', ;try 'V1 OWN SE V� 9 Z < p-w�Ss� L `•a tab ���1' 1 �I � Rib •e..x+bbF dip L 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 a �� 0 �F00 (DN ti U) N � �* N J Q C J Lu Z —arn EL r (0 z Oi 'm N r9 3: 0 J Z � NZ Q ZN OU < W ❑ ❑ M � N M 0 z Q J — a A M W V) z VJ � 4 fL3 w U O w o N U � zi"�4 L U U p N Q 0 N I� o w C.0 ¢ o� Z a E wo �o z� a� .- ZB oa co 6 20 00 o C09 ru o¢ �Z C)re -Z m wo C< <o w� r� O m <� F aW ZZZ ° d W z > o w w� =0 L� >° Mill < 0.1a a M 0 0 O 2 (.fl LOrn L Q 0 M J MO M Cr 31i o N m L O ,�,,, •0 fn M a✓ cc N 04 � �! ILL r- N L n Qr � � r ui T E M Z Z E N E d U Q p CD JOB NO: 23-00517 SCALE : AS NOTED SHEET NO. C S TITli l au —I 1 li 1.R ,u 1I—.iI .1.I 1 --_ -- --� 3 m rn LO L0 Cy- c 0 Q N 0 Ln 0 I N i m LO v C V) 0 O 0 0 I N LLI LC) E v cW, 0 C Q N O i S. N E 0 x L v c a� tz v vv c 0 CL .o i 0 v U J N O ai 0 0 a N Ji 0 Q m v' cn 65' 0" 56-10" 1'-7" T-7" 01 1, 41 16-0" 3" VERIFY METER A LOCATION WITH T-0" S3 BUILDER H.B. r------------ ;o ;- I ° • 5-SH , 6" DPI ---- R&S -- -- � VERIFY LOCATION ELECTRICAL PANEL I I I K TYP @ LINEN I O I I I S4 GARAGE - _- - - -- OWNER'S SUITE �_ _ BA __ W I BUILDER TO PROVIDE 2' 6 APPLIANCE PROTECTION I I I I 1 I OPENING TB 8' 0' CLG. I I 8`0" 'CLG - 8'-0"CLG. M� I WHEN REQUIRED PER FBC I I I °° CARPET LE TILE CARPET �_ I 2 CAR GARAGE U) A� W TMO 00 I N 1T-8" -- _ `� 7'-8" o� I m 8-0 CLG. 20'-08„ 1 178..1 ��i�, �, 2 2 ri3,�! 3 10 - 2668 I I O I I w 286_8 HANSON O I o I I _-_- � - 1 BOX @ 36" EDGE OF SLAB 2" 1 0 I I or 71 A.F.F. BEYOND WALL �� I w I I H O60 a) ..,� x36 ;_--�:--_�_ _- DRYER VENTWTHRU LIB SHOWER00 ROO 0oCD 00 3 2x4 #2 SPF w/ pTT2Z S @BASE D=--- T t i l l I I I I r l l TYP @ 1 STORY P7 W OPT. D -- - 8 I 4'-0" I ' - v I I I S3 fix P I NOTE: FINISHED I I :Q AU ud Q CAI1 L WALLS TO BE I I - M�W AHU , --� I FLUSH. VERIFY IN I I H co 8'-0" CLG. 1 FIELD. I I r? D 1 S3 (3) 2x4 #2 SPF w/ 3 G.T. _ sbrOi8DTT2Z �' @ BASE ? = 1 FAMILY RM R.A.G. - - -- ih CD ur)^ 2:12 VAULTED CLG. ; 9'-4" CLG. - I I CARPET __-FOYE 3068 I I T 9--4" A ' ' ENTRY co -t EO 23'-8" T-10" 7-8" 10'-103" a TI -1-TILE 5 6 $ -3" 1 1 8'-0" CLG. I HDR AT 7 4' - R&S - - - - - ^ --------- ----- -Emma 2668 iba0 - 2668 - �� r ---- R&S -------- I T-6" 4'-0" 11'-78" 6'-10" i� 4'-7" 8'-8" �' 5'-4" M 14'-6" 6 4" " N - - - I 5068 B.F. 4068 B.F. ;r, OPT, I n o I PATIO CAFE REF. I --rt- BEDROOM o 2 00 o z '" �c4b - N� Z,'-° T x V) ---------- ------- --- ] - o -- -� =_-__---_-__ VAULT. CLG. �� ,,� o DWI o o C° T __ ''i' 8'-0"CLG. I CARPET BEDROOM 3 8' 0"CLG. J' BAAN BEDR OM 4 $'-0"ICLG. M�� W o 00 CARPET r J .3 - J _ �- -� -- U) 0 O i / 1 c� > 3L U - 24 - iB SINKISP �_� b 1 CARPET I S'=' CLG f I TILE' CA PET T i 21'-2" _ W/ - - - 2 10'-4" r 2 2 f.. 10' 42 r 2" o 2'-4' I 5-32 - 11'-0 rT�CUL C G. U) )fP o0 /---RANGE-.-. 4E cv tyoPPNT Y a zw � �'L _ r O 1 B r +-- C7 TYP @ 1 LO STORY r, - - I 3e 36 M AC PAD . "'� I FIBERGLASS A A -- .__... r °� I i� I - - - - - T O --- 5-SH I SURROUND I �* "' i 16" DEEP H.B. EGRESS EGRESS OS3 A O 29'-8" 15'-10" 19'-6" 10, 65'-0" HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 91/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 71/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 } X 25 4 S.H. 13 20 X 38 J 18' X 371 S.H. 14 20 X 50 1 18 J X 50 S.H. 15 20 X 63 18 J X 62 J S.H. 16 20X72 184X71 J S.H. 11-12 271/4X26 26X254 S.H. 1H3 271/4X38J 26x37 S.H. 1 H4 27 J X 50 J 26 x 50 S.H. 1H5 27JX63 26X621/2 S.H. 1H6 271X72 26X711/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 J X 38 i 36 4 X 37 3/4 S.H. 24 37 a X 50 J 36 J X 50 S.H. 25 37 J X 63 36 X 62 1/2 S.H. 26 37 J X 72 36 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 J X 25 i S.H. 33 54 X 38 J 52 4 X 37 1 S.H. 34 54 X 50 i 52 J X 50 S.H. 35 54 X 63 52 J X 62 i S.H. 36 54 X 72 52 J X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. DITIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE FLOOR PLAN - ELEV-B1 SCALE: %4"=V-0" GenPrRI Nntes R302.5 Dwelling/Garage Opening/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501.17.1.14. M1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" TA +29.7 / -32.2 © +29.7 / -39.7 © +28.3 / -30.8 TD +28.3 / -37.0 TE +26.6 / -29.1 TF +26.6 / -33.5 TG SEE SN SHEET TH 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 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 11131" 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 EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-11/R-13 KRAFT FACED (GARAGE / LIVING) ewe a+ � L31 mLsCJ Cc se m C= y B C14 s °: as � rsa iv i w in 40�O�E To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages beadng Engineer's signature and seal. N O co Q U aQ ai n 5�w 04 trips ej M �r LL W J tLU.5 a Z -ern a. r o Zs W � ��c rn Z Co Z d N OU ❑ ❑ CD z � oo � N � o � J � r V� M 1, z V W 0- 4-1 t'3 W � 00 0 w �y N c� o Q EE LuaiJ L C..) o C U) ®® Q N 0 o J< W M M ¢ z0 Z Q o 20 <� Q U oLL z z© 0a F- (d Q U U O 0 U O E co 6 RF o p Z zO ¢o �� 4:0a az Q OU mo OZ , Zc m ti 4 W � go 0 w a m '0 ~ o w w¢ ° ao d 1I< 0 3 .0O120 = U: LOrn ^ ' Y , i-� Q C� N a M co MO M O r Y � o m a N Enate-+ LO O `n 0-)cC I CNI ILL N 04 C '- (V �.1 J T E CV) E CU z � E Ncc E d U Q p -mr JOB NO: 23-00517 SCALE : AS NOTED SHEET NO. 1 O" _ m rn m Lf) v C Cr J r� 0 O 1 N 2 m rn L0 Lf) !U v U) 0 a N 0 J I M 0 N C) / Q M 0 E N E 0 V v c J 0 U E U a a 0 U J c� N N N 0 0 0 a C'4 N a C, m v N VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / W > / MEDICINE -1 CABINET 00 � O~ O~ tt O > CV co co M M KITCHEN ISLAND 24" TOWEL BAR ON WALL ABOVE TOILET i TOILET PAPER HOLDER rt CV FIN. FLR. KITCHEN 9 00 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. rY TOWEL BAR aW. ON BATHROOM WALL SHWR. O 0 VALVES W o 0 1 SOAP � - �4 00 o DISH U 1 I LO o o _ 1 1 It O 1 M M Q TUB BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY KITCHEN O n BATH 2 M 0 M O 00 si O n MIRROR 0 M Li 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 BRACKET 36" H BASE O FINISHED CABINETS - o COUNTER TOP 30" H BASE CABINETS - 00 U- rIN 1 in o 11-211 co 2x T 1 a' '? 0? FRAMING �o 0 C) 1 1 /2" GYP C%4 "? BOARD FIN. FLR. r- 2x P.T. SOLE PLATE SHELVING ISLAND COUNTER O T 1 N04 FIN. FLR.j JLJJ j j I CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/2"=V-0" 1 Cn <� o 0 0 o� Y CJ II) {= M., cz: cn 0 C E a ~�`✓�N 1 's. C To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W 0 a � � O CI 10 r ON N y�L 7 L(J GO N N 'D YI to 1 r J N O � LL W J LL u a — -o a CW Z � my z o W 04 0 ,Q�TO� m z Cl)Z Q 0 ry OU 0 a Z ❑❑ CD t2 O O O z N z o � Q J — d lf? M J w � U OLJJ o M U) L11 J 1- - E wig�,, mi�` U 0 c in 0) Q W Y N 0 —D �p m O J W M Ch Z O ZZZ Q J LL z o zo zo Ze E U z ❑a F— IB n 0 00 o E a 0 a< �z Q0 Qo C 0Q O mo oo z m � G ° Q W Z H go c A �j C w <o N F �1 m �0 3 J w = 0 U' o w� 5 ;o a 03 LnLO tT cc Fes- i N CO J O p �G a U) m ' ^ �.1 ate-+ �/ QI p 4- N o 1� Q N 0) -� r- r- Li) r E M M Z° Z E CV d U q p JOB NO: 23-00517 SCALE : AS NOTED SHEET NO. 2 3 m rn LO v o- 0 N M O J I.A O 1 N x m Ln LIM L v cn 0 Ad Q N C) 0 LO O O I N LO L0 O c� .Ci C .Y 3 a N N a E E 0 S L c J 0 y U v 0 i U 0 0 U 01 N O \\ hi a 0 cV O N 0 Q m 8"1 SMOOTH TEXTURES CORBELS 1 " x 9" SMOOTH - T __� TEXTURED 12 _ __ 12 FREEZE BAND V 5 n. HEEL c? F30=-_-------== _= - - 12 5 T.O.M.__- -_ -•__ T r!_ T r s- HDR HGT. - - TEXTURED o CEMENTICIOUS FINISH ON C.M.U. - (TYP.) 12 5[::::�- i F.FL.----------- 1��--35SH------------- 14'-0" RIDGE VENT 3068 FD_1 E_11 = 1-7-1 El 7E] D L�j F=7 F =_� 1 m E:]=E:117� IMI +3" SMOOTH 16070 OVERHEAD DOOR TEXTURED BAND FRONT ELEVATION - B1 12 5 SCALE: 1 /4"= V-0" 7'-0" RIDGE VENT SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS 12 �5 LEFT ELEVATION - 61 1 /4"=1'-0" SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS REV. 09.24.21 +r.e + 0 � w "3 ggypp��yppyy�� W '� C14 to ® cc � C1 6f Q. C7 t C N 3: (z gj a lm y C) A Co :7T ,n Q G E itlCD � 4.1 L ���taaaaaa�a�a�ssr/e��j` � ' •• nr� �0 • h rrQ•OEESSO���' N� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N Q o CY) 8 ♦� C N O N O' m o n C? D r I,_ I N 0 252S at LL C LL _I 5 LL LL 5LUD V VZ _ CW J -,V 1 L N o �_-'42 O 5 @N O �C W Z N�p�O) m W N 0 d J N OU 0. Z co ❑0 ❑ v M � z N th O 00 z N z o � J r` N n M z /1 C , W V o a--J W � m V 0 w o U w alp E I/ c cg S w � U o y C N d0 0 N � • M � � W M _j J ¢ Z Q W Ro 0 n. p a� ze 00 O o EC,0 0 G 0 0 z @ uo C ¢a ¢ OU m� 00 ZF 8 oa 30 a ? T ? ¢ O H F m o� r3 Mj M v zl< a 0 3 O � O U1 LO LO v rn Q C� � � M M :3 MIcyO co CD *— V) o a) N 00 m LO Q� 0 N o C) r lL N LO E M o z E N r1 E 0 _° Q 0 JOB NO: 23-00517 SCALE : AS NOTED SHEET N0. 301 T ,I�r I;; I l I 1 12 5� T.O-M.--_- ---------- f '-0" _ (2)35SH L-------------------- EXTENDED OVERHANG TO BE CENTERED ON DOOR 12 �5 5068 SGD SHINGLE OR TILE ROOF PER COMMUNITY SPECS - INSTALLED PER MANUFACTURERS SPECIFICATIONS REAR ELEVATION - B1 SCALE: 1/4"=1'-0" 14'-0" RIDGE VENT 1" x 9" SMOOTH 12 TEXTURED FREEZE BAND 5_� T-0" RIDGE VENT 8"x8" SMOOTH 12 - r �— - - _ - T - - _ 12 - - -- TEXTURES CORBELS 5� _-^--- _ r.L 5 SHINGLE OR TILE ROOF PER COMMUNITY SPECS INSTALLED PER .— MANUFACTURERS SPECIFICATIONS ���y J= r- - -- __- - -- - -_ _ -- — _ _.. �.. .. _ tea- ,� Lt-� . __ -L 1 __ - ,�__ - _--1 _- T,- ,,� � ... ems..._-• �"". -�--- ._- � ..�.:. ..-._..._... �--�"- m •:- --LT..-_ O.M. - L- - - - - _- - - -- - - - -- } 1 HDR HGT. ----- — — — — — — — — — — — — — — — — _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — TEXTURED CEMENTICIOUS TEXTURED o FINISH ON C.M.U. 3-0., Zo bo (TYP•) FINISH ON C.M.U. zo (TYP. ) F.FL. +3" SMOOTH TEXTURED BAND RIGHT ELEVATION - B1 SCALE: „ REV. 09.24.21 _u C� o '104� Co � N L 3P3 Cj � ?y W Qa > E S C ,ci n.. to \N°��`E�`�`�aa� ' .e` �-•, DNS �• � <rs 9•. FLO � �tgrrllllllall`L��`� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W Q O E � W 0 � r n Q M =dj J W L In 0 J U_ D_ Z m c 0 5 ,13 7 @N U) W O ILWrp�`°'rn �. m J N Z Q Z N OU o W z N o O O Z o°Do N z � � N 1W V O LL T' cn W � � m V O o�o W O t ^ l t t ^v v / U) U W J 8 U o N ¢ • N �� Q W M M Z ¢ Z Q U- N zo �O >m ao 44 Q o E U oLL z Z"e oa H ns 23 E mo UO 0 zU f0 L Qz W 0O �z J ¢ O OU W m0 ZF z m <� aw 8m 10g zz 0 C!J 3: 4= 0 z- = ~ �O M <F o¢ >O a C za O_ 03 O > (U Li / CA Qom'+J 0 CII CM TM' N W m (D LO ''^�^ U) Q O �' N O I E ^� .i.i CV ` T Q r, � r r E •F- M z Z E N to cc _ _ a U °� Q p -j JOB NO: 23-00517 SCALE : AS NOTED SHEET NO. 12 2" *NOTE: VARIES 1'-10" 12' CAP = CAP N N FOAM TO BE USEDONLY — 1" RADIUS--' - 2" 1 CO WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE ^ 1" 2" OPENING VARIES � 2" 2 ^IN ^ iv 1/2" RADIUS 3 1/2" RADIUS 4 ' 3/4" RADIUS 1" 1" BUILT W/ STUCCO. 1/2" RADIUS 1" 4" VARIES 1'-0" N EDGE OF g, 1' OPENING VARIES 1'_4" N o �1 VARIES 1.4„ - iv 12" VARIES *�IN T 1" 1" 1 1/2" RADIUS 4" 3" 34' a 41" p--2 C TO _ 2" 21/2"RADIUS � - _ rTa VARIES 12 32" 11 312 1" 3" 2' 2' 1" 1" BASE � BASE �N c'il<t 1" 1n 4 , 3�� 4 , N 4" 12, *NOTE: VARIES 8" 2" 3„ FOAM TO BE USEDCD ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" OPENING VARIES 2" _ -CP 1'-6" 1" DETAIL TO BE 2" 2" BUILT W/ STUCCO. EDGE OF 2a' • OPENING 6 „ 0 1-1/2" THICK 1-1/2" THICK 4" 101, N ^ri 21" 4 d. 10" 6" N c � Q7 ki 81 r� (0 IN �Cla 3" a 1 2 N 211 4" 3" 2„ 2" N w Q w Q `'•' 1-1/2" THICK 31" 24' �M `IV 2'-4" 1'-10" I_ 52 1S ' , 52' 54 1,_4„ 3 00 Tn N ?r` L •I 4" 1 " 12 VARIES VARIES 2" w _ 22" 1 M >L r I • VARIES VARIES _ 4" 8" rl I A 1 3 T _ 00 _ cv i iv I pp _ I o 3 �1' Q 6" 4" CV FV KEYSTONE F11 0 OPTIONAL r KEYSTONE F11 OPTIONAL R6 co Q^ 1 41 2 4 R44rr, d 3" 3, 2 rM 1 4" GARAGE DR. OPENING 4" 3 4 ' 4" WINDOW OPENING 4" 4" 2 NOTE: • INSTALL OVER STONE, TYP. VAR] ES • FIN. TO HAVE TRADITIONAL . : • : LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & 14' 1'-62" 1a" 11, 2'_1" 1 2" SMOOTH FINISH . FOAM/ EPS MATERIAL IS ACCEPTED 5' 1'-12" 54" S-8" 7" iv 1 " 4" T-0" 101, 1,4- 4" 10,E co 00 (k �. <V 1 " _ - ill 1 � N co o MMT Sr" 1" R r0" 12" 1" N� O GENERAL NOTES: M � - • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH e� G se o e� c >w o ao ra ..• c cam oa +� co o i. 10 cw N O CJ a ,... cam+ � E c co a) g .® r, W T�or� c � v c% U M C4 O N O To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, �N H @ ra'"' W F a o E ,�. ' (0 ® o N c m u7 +.. N 9 7 N # Q -j LL W CJ i � i g ` 3jF CoLL a W +.' O tD O N O v)�pj6. m IZ00 V M Z N J 00 Z a . - W o ❑ ❑ Z N M o � z Q�Q z o Q Q Q_ n N 13 V, CI �c LL N cc W d m U Oinw Ln o0 L* O �S U � c J !�— z� L N U o N ti o � W M J p Z Q LL- E zoo Q O H r0 a CI E M. �= oo S1 a co Ryro Z1 4�dz wQ� A YmJiWrC: 0 a O Fm° zZ n no01 a ans > co �0 �O oz w¢ yO M v a 0 � z< 0 .o C Q i L LO rn m Q M 0 CM G :3 O O "0'D /� W m LO r Cn Q fn M I U- N T N LO t � r E c M Z° z E N CU M FLU Q p G JOB NO: 23-00517 SCALE : AS NOTED SHEET NO. F1 r-- Cn 3 v S m rn v rr fn O 0 N 0 J t` 0 0 I N i x m rn L0 i v N 0 Q N 0 J r O I N In v cn yc 1 a t7 NO G.. E I-- (13 E v c i N T7 U C v 0 a 0 0 0 N N N 0 0 a N N 0 Q m v ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to center line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. Kitchen 44" AFF Bathroom 39" AFF Laundry Room 36" AFF Exterior Waterproof 12" AFF Garage - general purpose 44" AFF Range 2" AFF 2. All trim plates and devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the National Electric Codes (NEC 2017), by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70-17, National Electrical Codes (NEC 2017) and as defined in UL 1699. 7. Provide Tamper Resistant Receptacles as required by the NFPA 70-17, National Electrical Codes (NEC 2017). 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70-17, National Electrical Codes (NEC 2017). Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station CO alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors. 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffit is not acceptable. 13. Chapter 45 Private Swimming Pools - Outdoor swimming pools shall be provided with a barrier Complying with R4501.17.1.1 through R4501.17.1.14. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' of the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacle outlets shall not be required on a wall directly behind a range or sink to fulfill the requirement of an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater than 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH 6. 94 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE ® HI -HAT - TO BE SURFACE MOUNTED ON J-BOX F O WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN ;Q EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) F[]P PUSH BUTTON SWITCH (OPTIONAL) �D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) T TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT �]M ELECTRIC METER owl ELECTRIC PANEL _I DISCONNECT SWITCH G J ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G r J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT 150A/200A INDOOR PANEL CENTER NEMA 1 150 AMP/ 200 AMP to lights & outlets to appliances and GFI to WH 9 Range a HVAC MAIN "I- O 50=2/D 200=4/0 in 2" Conduit 200 amp 150 amp UNDERGROUND IDis SERVICE BY POWER CO.----_ INTERSYSTEM BONDING o TERMINATION PER %! 4 Bare Cu Ground NEC 17, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2017 NEC. Typical 150-200 Amp Electrical Riser Diagram REV. 03.09.22 NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70-2017, NATIONAL ELECTRICAL CODES (NEC 2017) LOCAL CODES AND THE LOCAL POWER/UTILITY COMPANY. S.D G GFI PA CAFE 'V 112t1 A V/ ) P VTL' PLUMBING RISER_ NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE: NTS BE VERIFIED WITH PLUMBER I OWNER'S S y ITE I / ROUGH -IN FOR / / OPT. CLG. FAN/ LIGHT PRE -WIRE M 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 I FOR DW I - U C. OUTLET -- - j r �/ I i I GFI -- �----- —_—_ —_—_—_ / GFI E:---------- GFI INK jrN/ DIS I�EN U.C. 5�11/ITCH _ / FQRDISPOS /PENDANT AS / PER SPECS- / \ �.. �- ��� -- DEDICATED RECEPTACLE H.B. FOR MICROWAVE RANGE HOOD PER SPECS 1 16-0" RECEPT. VERIFY METER FOR ALARM LOCATION WITH SYSTEM BUILD R TH.B. r—i N rej BEDROOM 4 I \ � ROUGH -IN FOR 1- OPT. CLG. FAN/ LIGHT PRE -WIRE ELECTRICAL PLAN - ELEV-Bl. SCALE: r4.-,.-0. INJ Go r C1. this • � cea .,. tY of N � CIL? W � 3 � � ca as C E CD a ti c tM GV 0 G'V CV 0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W sp v E U .'r'�M� O N p papyy V 0 y _ m N -7 . T . pN 4 O 46 LL Oj CO 2SZ f6 J tL ll 5 u- W `i Z a- — o a m c W o O 7 W CV 0 .. .. r W Z �Q h �_�°' m W N Q J N Z s OU a U k € - W ❑❑ z O � N z � —r V) /r t z Ur c W o 4 -J V w O Of o N U W J it S ' r t-- _ — � I z� 8 U o y o tr ao 00 va0i o �p ti C W ["M o Z Z Q LJL (6a z� K o0 Zo z® o o o< az 0z to M t wo r > � ¢p O U .0 o° Z F m _ J ym aZ �z g CID F o 2< Z go dz Sam A o <o �w �K mo ice. r 3 7 o w¢ _ ;o zIa ¢ o g ° 0 _ ;n m N CO Mp J ) m LO r ate.+ V Qi p 04 o O LL _ CV \ 04 CY) ,^ L / E c M 170 Z M Z E N �; IL E03 U -1 Q 0 c JOB NO: 23-00517 SCALE : AS NOTED SHEET NO. 4 _ ,; d , r. r r ROOF PLAN - ELEV-B1 SCALE: %4"=1'-0" C 00 C k-I CD -� CD Q- =�+« � . W C.Q.� edrCM L 1 t fit% •:,,��° RO ►'V ro To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N W AN AM �E 0 N o N r UJ ) N0a ��s N M V # w w W LL V- 5 l L O T� Z 5 Y O W Z00NZ IL J ,n V N J f Z U c¢i v0i W M � z N M O O N Q d ILf) M N^ z W �4—J CD 0 w (� L LU m cFE V 0 o 1.1.J J ins p O L U LJ ) N t N 14 ~ � J W J Z z � N � � O ¢ ry E= U oa 2 OU 00 O O C C co co �Q u O O W r6 W o O Y m g O m m Q W (JJ o� o go rl LL Z J W 0 �O zzlas aL) O N Y , LO Q CU M j MO M O Y ,— U o (D N Cn m i L O T` + V ) < 0 to N C) o _ d' N 04 LO E M o ca Z E N cc E 0 U J Q Q J JOB NO: 23-00517 SCALE : AS NOTED SHEET NO. 5 1 41 1I__. -IFTFT --- T--fi- -1I, I TI f I T-T— I - -_- I -f - F--...fi I i,a..r.. I.;; _- rT 3 S m Ca L0 L0 O 0 0 r` L0 O I N s rr m -=r l� 0 L O O N O J 0 0 N L0 L0 0 cn O 0 a N N a E F� O N O 2 C C J (Z 0 U N N N 0 0 0 v U tz 0 m 0 NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING 65-0" WVVF PLACED IN 1/8" SAWCUT x 1/4 SLAB 55'-10" V-7" T-7" UPPER 1/3 OF SLAB THICKNESS WHERE 3" OR FIBERMESH SHOWN ON 1'-6" 5'-7$' 6--41" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 5'-28" 7'-18" 1'-4" REINF. SEE PLAN. FOUNDATION PLAN 15'-0" Lu TYP @ 1 STORY U.N.O. VERIFYMETER a¢J A LOCATION WITH 3'-0" S3 BUILDER tH.B. r � I .........�....................... eo Opp — VERIFY LOCATION �� co % 2 #5 REBAR `P 4'-0" 12'-1 / N ELECTRICAL PANEL VERTICALS w/ in BUILDER TO PROVIDE FILLED CELL ' 196 17' 1 :: ; : I : ' 2' 6„ APPLIANCE PROTECT ON ■; I :: :: I :: WHEN REQUIRED PE FBC 35L4" 20'-6" M2 Lo I M I, S3 � I S3 <V 2,_74„ 4'-9" 4'-10" EDGE OF SLAB 2" ;- ■ I i CJ :: GJ I : BEYOND WALL CJ 5'-3" 1'-10" 3'-6" II N r N I :,I I �°' ...---..... - �_ _-_.__._--. I ±� !I 95.71 (2)#5REBAR VERTICALS w/ in — '� I OPT. WI I I I I -1 OPT. D ! 95.88' M FILLED CELL 2 -6' x2'-6"X1'-0'jFTG G_ W/(3)#5E.W. S3 _ :��� I J I I L ----JL----J 1 :: - SLOPE (2) #5 REBAR ' i I 2'-6" x 2'-6" x 1'-0" AHU VERTICALS w/ in I W/ (3) #5'S E.W. TYP @ 1 STORY I iv I FILLED CELL U.N.O. A S3 ici j I K S3 S3 I in CJ l ' I. J - T - - ..... Cl) ■ r a,% 2'-6"x2'-6"X1'-0" FTG -3„ i W/ (3) #5 E.W. I to 95.84' I L T 3-1/2" MIN 3000 PSI CONC. / / HERNANDO PROVIDE Z" x 9 %" `�' M SLOPE I S3 INDICATES FILLED CELL w/ 3000 PSI SLAB FOR / (2) #5 REBAR CONC. GROUT FROM FT. TO BEAM COUNTY ONLY / i' RECESS FOR FRT. OOR VERTICALS w/ in FILLED CELL W/ (1) #5 REBAR VERT ABOVE SLAB ( TYP @ ALL PLACES SHOWN 3-1/2" MIN 2500 PSk66NC SLAB OVER 6 I\AI%OISQUEEN 96.17' TOP OF CONC./ PAVER TO BE 4" BELOW FIN. FLR. 4'- ■ I T-8" 4'-6" HOOKED FTG. DOWELS 5" EMBED I VAPOR BAR ..:::::::::::::::: ' . ... ' ' : ■ ■ � W/ 25" EXT. ABOVE SLAB "GRADE 40 STEEL" / / / / // ::::: ........ 1 ' ' I— ... -----.------� . _ _ .......� .......... . 4'-0" 16'-10" 12'-10" o STEPS AS / T v REQUIRED PER FIELD I / / / I 'r------ KITCHEN ISLAND III I. LOW WALLS OPT, .................... : '.'.:: 10 104 I CONDITIONS ■' C ------I CJIII REF. I:: Ili r • -L�J C3: CJj I ■ _ _ '� /--_- PROVIDE 1 �" RECESS / —= _—_— __-- — � _ .. _ - � = -- - - - - - - "- - _ - - - � = - - =1 CHASE TO ISLAND _ _ _ ; ; _ _ _ -I_� — — �\ I ! II ° — _ — TYP @ 1 / 1 F FOR SGD. REFER TOIlr�r�ll r I t I STORY U.N. 0. L S3 MASON'S SLOPE FOR I I I D.W. 1111 �� II �� 111 I o'=% : lit A `� o -1 I M WIDTH 1 L�---jLLJL-JJ-- -__ :: , :: Y }1j °° S3 in �r in 95.84' L — / / S3 / / 16'-0" SINK / DISP 2'„ 6'-10" :: :: t :: :: C III t °' 96.1 T I , ■ I / //" I 1 { I t t I■ b o HVAC CHASE BASED ON LOCATION f��\' 1-1 :: - ----- ---- j Cl)°' - ... rim .............. is 0 M 0 M- I H.B+ 5'-4" 1, 98„ 3'-28„ 5'-0„ 5'-0" TYP @ 1 STORY U.N.O. A S3 2'-10."" 1 5'-1 -4" FOUNDATION PLAN - ELEV-131 SCALE: %4"=V-0" CONTROL JOINT DETAIL SCALE: 3/4" = V-0" -#5 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. "Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" Cn C%j +'tea ca Of cl- -a s r m Qa >< "- ' „� ev C-4 S9 fa � N •sue-+ .g 10 ci a, ro � C`> N 0 CV -Nj No SBA. n�ti Gv'll ras 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. eW ' 'a O E N V O 'o 0 n LL CO n f� L,- W Lu w a a LL Y Cj Z o o Z N C? _ O CO m Q NIL W z 2 1-- Y, �e M N Cl)Z UCVi)= O V ❑�❑ z >- fh � M Z N M o g z � N o �a J 6- In N M � m a LL T' Cn W u �O � a fC5 C W J °- - E ! z� (J o 0 N I� o M J J� h w z Q �i L ,6E o- 0 V. =o oa<R z o .o fCo U U �U O ¢ C az p < az m J y mm z� ¢w 3 �w z z go son cn co S� ao az ti o < w� >° V zla= ¢TT� 3 ' ^ L0 CU CL (D CIO :3 MO CM CTY a✓ 0 m m m uy M I N r LL 0-) LO Q h r E :1 C0 CY) o z z E CN E Il U -j Q 0 -J JOB NO: 23-00517 SCALE : AS NOTED SHEET NO. 6 t.Cir ' ,• .r - ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT15 25 ft VIND SPEED (ULTIMATE) 145.0 MPH VIND SPEED (ALLOWABLE) 112.3 MPH :XPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. WIND AREA (+) VALUE DENOTES PRESSURE (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] a=4ft AREA ROOF 1 I 2e 2n 2r 3 3e 3r 10 HIP -41.00 -56.60 -56.60 -56.60 GABLE -43.60 -43.60 -69.50 -69.50 -69.50 -81.10 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: %6" EXP. 1 ( YW or tY32" EXP. 1 e�j6) TILE: 15/32" EXP. 1 (3�116) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y$' x 0.113") NAILS t 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%2", SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS W/ BLOCKING PER NAILING SCHEDULE. 3 v x m rn L0 Ln `o o- O C14 rn 0 9 n 0 0 I N S fY m -d- rn LO L 7 0 LO f� O J O 0 N LO 0 cn 0 v+ C L Ih 0 a E 0 0 G J y r7 C U .a cl- 0 U J N N O cV \ N 0 0 0 a r7 cV Cn CV 0 ¢ m 0 a=4ft GABLE ROOF > 20 TO 45 DEG. [4:12]-[12:12] UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP 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" SIDS WOOD SCREWS AND (2) 1/2" x 5" TITEN HD ACHOR BOLTS RFUS 7100 --- w/ (12) WS3 WOOD SCREWS AND (4) 3/4" x 6" WEDGE -BOLTS J HTT5 4350 3740 5/8" ANCH. / (26) 10dx1-1/2" HTT5 5795 5/8" ANCH. /(26) 10d x1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 --- 2 - 5/8" DIA. BOLTS L VGT R/L 2225 1600 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" X 2 1/2" SIDS WOOD SCREWS & (1) 5/8" ATR M VGT - F 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND HDU4-SDS2.5 w/ (10) 1/4" x 2 112" SIDS WOOD SCREWS & (1) 5/8" ATR N LUS26 1165/1060 ** 1005/915 ** 8 - 10d x 3" JUS26 1000/1080** --- 8 - 10d P HUS26 1320/3235 ** 1335/2820 ** 20 - 16d x 3 112" HUS26 2035/3400 --- (20)16d x 3-1/2" Q HUS28 1760/4095 ** 1720/3125 ** 30 - 16d x 3 112" HUS28 2950/5090 --- 30d -16d x 3-1/2" R MTS12 990 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S VGT - M 4940 3555 w/ (16) 1/4" x 3" SIDS WOOD SCREWS AND (1) 5/8" ATR EPDXIED w/ SIMPSON SET w/ 12" MIN. EMBEDMENT. T (2) LGT3 6570-M 6960-F 4730-M 5010-F w/ (24) 1/4" x 3" SIDS 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 wl 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 1 535 10 - 10d SPT22 735 8 - 10d SP2 1010 1 605 12-10d ISPT24 1090 12-10d HCP2 590 1 555 12-10d x 1 1/2" HHCP2 1 680 570 (20)1 Od 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 1480 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 (8) 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, (8) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES, R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING, MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. (A) OR 2 PLY ;ARRIER SEE SHEET D1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-B1 SCALE: %4"=V-0" Go � c� o a_ = ai is > ua v c c'- c 1-4 W o I ea -5 E c s d - � ¢ cc ea cra o. u W o CIO c ca c � � o a. v ago WA. 4 ••\� AO. tu •. FLOC �� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. - a W E 0 � V Uj o N 0 O7 � m C N n � � N -e " y�y N 4 Mv # r` C J ty m u w L� aaLu Z _ rn o- 5 � C?o _ rn m W z U5 c w J N Z r� c V Z N J O0 U O W Z N M b Q Z � N Z r Q � J LL � r �^, W N M � v U o u- 4-J c/? LU U O LIo^ �v' m w o �y N r U w m W 8 I sl U ) °y W 0 Q O N� o M M J J Z� � z w Z Q � coo E C1 zo �z q iR ❑a t— B o o g &a az j OU o< �z c ry m o O U ro m 0 0 OZ F < W o o� Z go a W cC) W LL W J 0 J z ¢ } O v zlas ¢T� 3 0 = O 2 > (O L^ L ' ^/ / C0 (7 Q � M co MO C) Cr Y 4- O _M V ^� T m , ^ <CI p co o a CS _ d' LL N 1 /+y ui Z co co o Z z N C a E U a Q p c JOB NO: 23-00517 SCALE : AS NOTED SHEET NO. 7 I III I _ I - II -T - I -- — GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5, All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load \ 1 • 0 Safe vertical load Safe horizontal load - GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS 81`44 1 B/1 T 81740 1 B/1 T 8RF40 0B/1T 81`32 1 B/1T FORM & GROUT SOLID _ tY W O O 15 BAR CONT. 8F12-1 B/1 T O V' LINTEL DETAIL SCALE = N.T.S. F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY F 16- B/ 1 T H a J z 6 Z tNOMINAL QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL ° HEIGHT MATERIALS c-T�e a lintels = 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. Rebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 REBAR MIN. AT ( OP 1) REQ'D CLEAR ALTERNATE POWERS STEEL LINTEL d °O A d ° d ,M.U. #5 REBAR AT TOP a ° d GROUT MIN. (1) REQ'D "" 1.1/2" CLEAR d d d ° r J d to F -- C.M.U. 5 REBAR AT x (o uJj ° O BOTTOM OF - ? Lu w LINTEL CAVITY o Lu 0 U) � OTTOM ui X¢UOz REINFORCING PROVIDED IN ¢ Q 0 Z LL o w ¢ =' O � `" #5 REBAR AT BOTTOh 7-5/8"ACTUAL NOMINAL WIDTH�LINTEL (VARIES) ((n LoLu a D AS INDICATED 16 GAUGE POWERS STEEL BOXED LINTEL 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) POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel Is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementibucs coating. See contractor specifications LINTEL PLAN NOTES: 1. THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE ASSUMED TO BE 16" MINIMUM DEPTH. 3. THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH THE ELEVATION DRAWINGS 4. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. POWER STEEL LINTEL IS AN ADEQUATE SUBSTITUTION @ ALL LOCATIONS UNLESS NOTED OTHERWISE AT OPENING LOCATION O O 4'-6" LL 4'-6" LL 6-10" LL LINTEL PLAN - ELEV-B1 SCALE: )/4"=1'-0" c� 00 d -o UJ ._.. .-. o ii r� o m �a CQ en <c o vs .�y cV cn C= Cu ai ier y esro .ca OV n C � M S {� «•��' •o r � � •• FL To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E a 8 o �.% N O m 0 n ®� �N u7 M m v Q Cc J LL W Cc w i_ a � _ w Z : °' n 0 3 O N W rn 0 0 Z M Zo d J L0 (� N < O Z 00 U Co ,,. W El El z � 8 o z 'o Q u� C� � rNS U I o 4_J C/-, a W � m U O W o Nun y U c ®® l U 0° Q 00 0 N M O J K W co M J y o Z a LL. C L p >= V Zo wz >m oa F� r60 o o o o¢ ao 01 �z 7 ao rw B r� ao m� Z, i 1Z o< go Cn m oLL �a <0 az k o �o M w� h `* zl< 0 3 O > Cfl Ln m .-�LOM Q 0 CM C0 (N m °° ` L0 T ,+ j U) QI p 4- 04 o co C) r LL N \ T N f'^ L / E w M o Z CU Z E N (� a E a U Q 0 JOB NO: 23-00517 SCALE : AS NOTED SHEET NO, 8 3 x m u7 u7 `v cn� 0 0 J t\ 0 0 1 N S m rn 0 0 r 0 N 0 J 0 0 I N Ln v7 0 v v+ c 0 3 N N v E E 0 x v c J y LZ U 0 0 i a c 0 v U 2 N N N 0 Cl- to 0 N 0 0 m v a� 0 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 ED GE 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 Y2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4.3, ITEM 3-EXCEPTIONS, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0,79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 8. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 8.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF; AND 8.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1.3. ASTM C270-14A, C90-14 & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2018 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (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 DE : DRAWINGS ANDCALCULATIONS,REACTIONS AND FLA. REG. PE. AND SHALL INCLUDE: D GS 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. 1 ST 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/0 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 L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: 45 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: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 1 y„ 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: EWAN 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 BUILDING DATA 140 MPH CRITERIA. WIND SPEED (ULTIMATE) 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ALLOWABLE) 108 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE -- "C" FBC-R 7TH EDITION (2020) R301.2.1.1 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN INTERNAL PRESSURE COEFFICIENT= +/- 0.18 ENCLOSED BLDG) ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : BUILDING CATEGORY = II 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ DESIGN WIND PRESSURE: CONTRACTORS DISCRETION. (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) 4.3. CONCRETE MASONRY: # END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-14, TYPE II WINDOWS AND DOORS NON -MOISTURE CONTROLLED. CONSTRUCTION 140 MPH + 29.7 PSF / -32.2 PSF INTERIOR U.N.O.. (INTERIOR) 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. TYPE: 5B + 29.7 PSF / -39.7 PSF (END) U.N.O 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 2,000 PSI GARAGE DOORS - 140 MPH) MINIMUM. (V 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 90 +26.1 PSF / -29.9 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED, DOUBLE 16X7 +24.9 PSF / -28.0 PSF 4.3. 6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: SOFFIT +29.7 PSF / -39.7 PSF 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER NOTE: 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.C. IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.C. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IBTBOARD IS OBE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD GREASECTION PROPERTIES. ER 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO MANUFACTURER SUBMIT SHOP DRAWINGS To THE ENGINEER of RECORD. "DESIGN THE ATTENTION OF FLORIDA DESIGN SOLUTIONS INC. PRIOR TO THE COMMENCEMENT OF 4.4.7. DESIGN, FABRICATE AND AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE � SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. ANSI/TPI 1-2014, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 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 NOTE: PER FLORIDA CODE R703.7 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: „ „ 1 �� �� 1 �� FASTENING SHOULD BE TYPE W 1Y DRYWALL SCREWS AT 12 O.C. FOR CEILINGS AND 1/ SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBOARD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy=46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTMA307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy ITH G90 NAIL DISTANCE FROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL -87. GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS : 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIOR TO OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. LFASTENERSANDTIE 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. NOTE: 4.5.7. CONCRETE EMBEDDED'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.7. 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc= 500 PSI (PERPENDICULAR) Fc= 2,700 (PARALLEL) STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4. 7. 6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN, 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2,000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2,000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. p y d g 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 trapps, 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 - C7ncrete overpou� and mortar along the foundation perimeter must be removed be ore exterior sol treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. '4 C14 a, > r us o � CY- 0- ra 6 C`4 w ca ,,- CIA = CL) ar � ;U. cc I filled/,�aF ••i '' Q FE 0FG ?'/�O S S" 0 L1 r` �lq�``. ae� 141I 11111(k 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. v/ W Q ® O M U o N a cc N N CO m m r vc w L LL LLw o- a Y Z -� 04 r, 0 04 U5 cj m W Z w W N O Q V7 M Z Z N OU L) a W ❑ ❑ M � N N (�7 _ O o z � N J in U), N M uJ 2 u- 4-, fa w m FE ° U 0 w o r in U w J z ¢ o N vl � o J z w M 0 Z Q ti � c E O wo >M Q� ❑a H (O 5" M X oo o o < °a ao O p¢ �z a ro `o �z cf�l� OZZZ$o Y m0 O F > m J S yo aw 1Z to H a no W 5 w N W m o - o az �W 3 �o Milli cl� a O N LO '' ^^ �+ , rn rI Q 0 CM j CM � T' rU) N M CO a°'i L , 0 r � QI 0 to N o O LO o E w -E CV)z T cM 6 c0 z M E CV iri iv `6 c a U Q p JOB NO: 23-00517 SCALE : AS NOTED SHEET NO. SN THIS DETAIL ONLY REFERS TO THE DIAMOND -MESH EXPANDED METAL LATH ATTACHMENT. METAL LATH 16GAx1-1\2" LONG (3/4"-l" CROWN) STAPLES @ 6" O.C. VERT BETWEEN STUDS (NOTED THUS:—) - OFFSET STAPLES BETWEEN STUDS AS SHOWN WALL SHEATHING 16GAx1-1/2" LONG (3/4%1" CROWN) STAPLES @ 6" O.C. VERT INTO STUDS (NOTED THUS:—) METAL LATH ATTACHMENT DETAIL REV. 09.24.21 SCALE: 3/4" = V-0" *DETAIL EXCEEDS THE REQUIREMENTS FOR FBCR 703.7.1 LATH* **ONLY APPLIES TO LENNAR TPA/JAX** CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H H C G 0 O 0 5'-0" Q - STUB -OUT FOR 1'-0" o o GAS METER 0 0 U O N 2 • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. F-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 5000s 1.8/1.7 3/4" orp nel wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) ° x Filler blocking ° 1/8" gap / / / FILL CELL rn w CONT. #5 > STD. 90' BAR HOOK IN - STD. 900 HOOK BOND BEAM I SIMPSON MGT w/ (22) 10d NAILS TYP. GIRDER TRUSS �— CONT. #5 BAR 2X TOP PLATE 5/8" 0 i #5 CONT. THRU BOLT FROM BOLT 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 I PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # 2nd FLOOR Solid block all posts from U STUDS above to bearing below. SECTION a@ INT. BRG. WALL N.T.S. 1/8" min. 2" max 2" min. }Small gap „ • � 4 max. 4 Clinch nails when \ possible 1) Support back of web during nailing to prevent damage to web -flange connection. _ 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4 Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. g required when indicated or 4" max. 2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER DOUBLE JOIST CONNECTION top flange ofuthcutst. Birdsmouth cuts. N.T.S. Under 2nd floor cnlr rmn wi lnarl z N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pif max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional consideration. Check wall or beam below.* local building code for appropriate details in One 10d box areas=20 of high 6 or=20 sinker lateral load. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking I kP 3" N Or11 nails at 6" n-r- QT/ Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL I N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges higher than 15001b BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below L d bearing wall must stack over ing and wall or beam below.* Web Stiffener Fastener Schedule Joist Bearin Location Series Depth End Intermediate BCI 5000s 9-112" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5- d BCI 6000se BCI6500se 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI600 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d IN SIMPSC w/ (22) NAILS 1 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON META12 / Plumbing META12 TSS INSTALLATION &13/4" Joist n joists meet over wall, provide minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at Vo.c. for all joist blocking panel *Non -stacking walls require additional consideration. — WNt0 -- (0 6" A %" ROUND HOLE MAY 6" 6" NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVERIDO LARGER THAN 1Y2" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1y" ... 8 Any 16jostt 12 1'-0" V-1' 4' 2' I' 2" V-3" 4'-3 1'-7' 1'- 1" Z-4" 2'4 3'-2'" 3_7 T-W 1,_1," 1, Z' 1 Z' .t, 3' T-9" 2'-4," :2'_ V' 3,-r" 4, 2,. 4-g, 6,A,, SFr n. ) 1 1'-W T-T' 1' 2'" 1' 2" 1, 7" 2'-'" 3'-2" 3'-10" 4-9' 6, 7" ,6,-," 7" 2' ._ 20 24 1' 0'" 1'-1'° 1 ` 2 1 2. 2 5'. 3 0. 4'- r' 4'-10" 6'-11'" 1'-0' V-1'" 1` 2 1'-3" 2'�• 3-7' 4'-9" 6-1011 T 21 8'-'" 3-6 101-91 NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S Backer block (12" wide min.) Nail with 10-10d nails. \Install tight to top flange. Joist hanger y \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist doesn't meet height requirements o�Jne, 0.6 X Joist pdepth P o . I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM) ° • SEE PLAN FOR °• ° .. FOUNDATION INFO STEM FOUNDATION GRADE . .4 REINF. SEE PLAN �A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON META12 / META12 TSS INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. ® LOCATION OF SECOND H10A SIMPSON H10A (WHEN / 18 10d 1 1/2" ° REQUIRED) w ( ) x NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE 1"1 1 1"1 r 1/ r 1"1 T I /1 A I Ti 1 P 1 1 r\ 11 TOP (2) #5's x 4' 0"—\ CENTERED @ PIPE PENETRATION Q ° a PVC OR SCH40 SLEEVE PLUMBING LINE SEE FND, PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENTERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE d °v. ° / na G �14 a Q SEE FND. PLN. SIZE & REINF. ,t d� •R : CN C" CD OZ CJ 1... •3' V KU CU L- 9 a. ,5a °°•� �✓ �, rt N `' �;' :• v JGF� �ci CC t�0 , 't R- I ° �. C> �`t'eF�fffi'6E�i1t11��@�!� 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. p z � W d' E S d 0 0 °'�� 1D N LO ID 4 0 QjMv � JLL� LL aw 3 Z M C:ca ow pWl co2rn°> m w Z J Z N M 0 Z O U U O DO M r Z N M 'o g z N do=% z o � � UN M V1 v (D c9 0 u- U ° �M w U c lea E t 3 ! =� ° ® ®MmMm U oID m c U' T ¢ 0 N li ti o w M M Z ¢ z Q cd E o o < R C:)-O w? z o ro o E g 0 o o Z 0 f° o <o �Z wZ �w ra 7 = z2 o o Y m 0 Z K m �o <w �z 8 Og oLL goo az son (/) T 3 o 0w 3: o wa ;o z�< a� ° O —117 >CD U1 '^ ,LO N rn Q CM M J M t- m (V m 4-1 Q (D D N I O oo V! T T r Q �f m E = CM o z r6 z 0 E CV Ii m m m E a c c a c°� a o _° JOB NO : 23-00517 SCALE : AS NOTED SHEET NO. SN 1 3 m rn L0 v CD rn 0 J C) 0 I N m u7 v7 L v cn 0 a M 0 J 0 LO I N L0 Lo 0 L 3 Q 0 i a E 12 0 s v J N Ez 0 U El C v U a, .O i O v U J 4) r+ N 0 0 d N N N 0 Q m V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE _E COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 `= w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl) 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER D p SHINGLE ROOF, SHINGLES TO a ° BE IN ACCORDANCE w/ ASTM '=1 I I —III —III II>I III-1 I I—i 11=' - D7158-CLASS G or H, or ASTM I-1 � 1=1 � I—III—� D • 1 D3161-CLASS F, IN - - - 12 ACCORDANCE w/ TABLE (TYP. R905.2.6.1, FLORIDA BUILDINGI1=) I t VARIES 8" -1 I I„ 11 I� II I Ill I I I- I' CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE INSULATION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 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 -ALUMINUM DRIP EDGE -ALUMINUM FASCIA -2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR -ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 uJ a NOTE:EXTEND W1.4XW1.4 WWF OR "FIBERMESH" = DECO FINISH 4" to 6" BELOW GRADE 6MIL VAPOR _ D BARRIER I a p I I u �f • N COMP. SOIL. ° (COMPACTED TO 95% =1 MODIFIED PROCTOR M ASTM D1557) 3" MIN. CLR. O #5 R CONT. CHAIRS TYP. ON T-4" (1 STORY) STD. 90 HOOK (SEE O 4„ V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" �S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO. 5/8"4" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6)1/4"x31/4" TAPCONS *SIMPSON SP1 SPACED EVENLY w/ (10)10d NAILS _ 2x P.T. PLATE TYP. ASSUMED FINISHED ' GRADE MONO OR STEMWALL z FOOTING MONO SHOWN FOR CLARITY 00 - - z NOTE: - *FOR BEARING WALL - -- `� W/ UPLIFT ONLY - -, MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND BLOCK WALL BEYOND EXPANSION JOINT — 14 O.H.D. RECESS z 13 O.H.D. RECESS _ d rM r 4 a• .Q �_� �I I—• —III 'I�- ��'lTl�li.�d. �. y q—. III=�1 � I� , _ I SEE A/S3 OR J/S6—``I_L1j I I I.�I I I T H-LIT 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 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE A/S3 OR J/S6 --'- -ILIt1IIII„I�I II Ir FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. QS3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. _T/r 5/8"OR 1/2" HIGH STREN1"X" (U.N.O.) (OR %" GYP. TYPGARAGE W/A HABITABL 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 )2" A.F.F. @ 24" O.C.) ELEV. -I 1/2" z �3 1/2" MIN. A.F.F. o o n �r TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH BLOCKING @ 12" O.C. wl (2)12d TOE NAILS (U.N.O.) (OR /8 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-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) SIMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 6 x 6 W1.4 x W1.4 INCLUDE THE WALL WWF OR FIBERMESH ATTACHMENTS —� 2" �31/2" MIN. ° r M F31/2"(min.)- 4" D 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 11 (R302.11) INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. BOTTOM PLATE I6x6W1.4xW1.4 WWF OR FIBERMESH I —III—' 00 — m _ 31/2"(min 4" I I I p • �_� = r 'A 119"(min) ri f IlT _ I I I I I. I ff 1 1_TI 4" V-4" 8" U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL rc "SHEAR WALL" SCALE: 3/4"=V-0" S3 Goy-_ 0 ens SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C ON 0 s INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT 2x BLOCKING HORIZONTALLY@ APPLICATION INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 10'-0" (R302.11) LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. P K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED BAR 4 R—�\ PER MFR INSTRUCTIONS #3 OR #EINFORCING BAR E #3 & #4 LAP SPLICE GRADE 40 MIN, Fy= 40ksi co p FINISH GRADE O0 M 25" MIN LAP [30" MIN LAP] [GRADE 60 MIN. Fy= 60ksi] = 1=1 II (2) #5 CONT.- 4 U.N.O, MIN. 1/2"(min.)- 4" TYPICAL BEARING WALL aSTEP CC SCALE: 3/4"=1'-0" S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM n END OF 2" x PLATE W D —I m' e a =1 I I 11=1 I I p. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 U-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 351 MIN. TENSION 2600#) 6x6W1.4xW1.4 N _ WWF OR FIBERMESH A p D III -III I I I I I -I I -III- T 6 MIL VAPOR BARRIER -III I1 D ° 111= I O0 R 1 7/8 #5 REINFORCING BAR X ' I I o 11 7T�1 I- Z —' I I III-1i f=1 I �I I I 1 I 1=1 I 11- , #5 LAP SPLICE( — COMP. SOIL. (COMPACTED TO I I I I D e 95%MODIFIED PROCTOR ASTM-- D1557) ,TTi- 4" 1'4' TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3l4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0 CONT. BEAD SEALANT Q INTERIOR . -3 1/2" .v e CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB C° C E M 6MILVAPOR T_-�= - L BARRIERI ' : - 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" -2X STUDS @ 24" O.C. U.N.O. GARAGE �:-1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. -INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6x6W1.4xW1.4 N WWF OR FIBERMESH a' I K S3 (2) #5 CONT. - ,_� , 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 10" (TYP.) 8" 1 ., 4r 8 #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 VARIES SEE PLAN 1 1i2"RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS ��; ° AT 24" O.C. MAX. k = CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN < -� TOP OF BEAM - - '-` HTS20 SEE ROOF PLAN FOR STRUCTURAL - - a �=rl 1=r�� a. d. I I I `T' E (2) rIT_I,T I BEAM SIZE & CONNECTION INFO N , A M a �, T. • .. _ICI: —11111�— ' 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 T� �'T�-T MIN 7/16" O.S.B. SHEATHING8" z ATTACHED PER NAILING FOR REINF. INFO. w SCHEDULE OPTION #1 a SEE TYP. WALL SECTION FOR ADDITIONAL w SEE PLAN FOR STRUCTURAL SLAB INFORMATION w COLUMN SIZE AND BASE o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. KM Cn SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE 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 ci TO FOUNDATION PAD _E z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `t! ' w > SIZE VARIES PER PLAN MIN. #5 VERTICALS co 00 z GRAD Q w/ (2) > FILLED SOLID (SEE PLAN FOR _ �_ w SIZE AND REINFORCEMENT)Uj c� • to !-dW� C) / � BRICK PAVERS or SLAB PER 0 o `" • • • • z z / COMMUNITY SPECS " (n - 0 -0 FIN. FLR.� FOOTING v BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 -� 'R"." W ova � r- m a '» -ca ca E w en NOW ?>Ro 0 ASE 0. .`5. L. O ti ly ��410t�� S S t Ctpp���,�` �� � U111111111-4 D%ge 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 - Residentlal 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 aE 0 a 3 F4(0 Cq G I-,;- N cnr- _- u. NM d C V �4 J W a a a J Z �0' a yO z W co N O ° W�°'°' m Z N N Z Q J IL Z O U < U W o0 ali � N M o� z Q eJ — PZ � V1 0 +-J en r.ra 0 ,L g C3 .� • W J r- l I 4 z� r Q o N e o J< w M M y ¢ u3 Z Q U E =o o o >n z< o- o E V wz z oa F— rO p E Q g o o¢ o O o< r a c0 o Q a z M c H < mo o� �z 8 CC) o� z gz az � oo �_ co oz �3 0 r � O v w a 3 zl< 0 0 v Q > CD LO rn �.. Q N H CM co j M� M Cr 0 T m L <I M CF) N .a..i N r Ln E T M z ca z E (� a U J Q J JOB NO: 23-00517 SCALE : AS NOTED SHEET NO. S3 (MONO) ,.I , I _ C. -- lr , — - (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 " VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 314" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS PLATE WALL IS 1 1/2 MAXIMUM INTERIOR HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 2 1/4" 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 (TYpj 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 F F,; STUD W/ (3) Od NAI S 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. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) �--ROOFTRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. -SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. GL TO DRAIN EXTERIOR WALL WALL CLEAN -OUT rA SCALE: N.T.S. Sq 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 1ST COURSE 2ND COURSE 3RD COURSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE, EVERY COURSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COURSE BELOW. EVERY THIRD (3RD) COURSE THE 11" DOOR JAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW KB MASONRY LAYOUT D S4 SCALE: N.T.S. 54 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT d a ° 4 a a a 4 a gSTD.90°HOOK g" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'4" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL T Lu fl "IT 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET 71 GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a a e 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. JFFA'00� N 2x CRIPPLES @ --' 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" -� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING 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 TRANSFFR I.OAD- 2x6P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE FOP a iARAG E OOR (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) 1 (2) 1 (4) 1 (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED a@ 12" O/C FOR 2"x10" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 SIMPSON HTT4 TYP. Op %? 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 RECESS LINTEL 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 1/2" EXTERIOR GRADE SHEATHING CRICKET AS FASTENED TO TRUSSES WITH 8d REQUIRED COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8)10dx1 1/2" JL NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK AT EA. STUD L I H MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 • SPLICE NAILS TOTAL) EA. SIDE OF • 48,, SPLICE STAGGERED 10d @ 8" O/C ATTACH ALL EXTERIOR STUDS W/ (4) 16d TOENAILS TO 6P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS SIMPSON C SIMPSON SP4 3P2 P.T. ATE SIMPSON SP4 —I 0 TRANSOM FRAMING SEE SECTION J/SS AND K/SS FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SP2 .r NAILED INTO TRANSOM FRAMING SIMPSON Sp1 SIMPSON 11rSIMPSON SP4 SP4 INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS 'BLOCKING @ EACH END w U TOP PLATE V2-16d2x NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24 O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SIMPSON SP4 2X TOP PLATE OVERLAPPING -10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR SPF) (3075# SPF) i (4565# SPF) i (5645# SPF) i (6970# SPF) )S (9335# SPF) IN. 8" PDXIED A.T.R. t & NUT 'OXIED A.T.R. 2&NUT OXIED A.T.R. t & NUT ROOF TRUSS ABOVE 2X BLOCKING I I 2X8 P.T. BOTTOM P 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) C SIMPSON SP4 2X8 P.T. BOTTOM PLATE 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -(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 TRANSOM FRAMING 0 o BEYOND. -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J-BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR REV. 06.24,22 SCALE: N.T.S. cda 00 r L7 C1. � d C SO f-3 a . N 60 GL 4--"'g� W :3: ' o W .� ��®x\t1�it8t1111i11� a?'O WA/ �o ,,00` S°•. le-**- i _� U �O �� C•� �+ M • or To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W W E Q U v Co CID u_ \ J M L1 U_ Wd Z a (e C n O N � 0 OfN W (n��_� W Z NZ a r co Z N o W ❑❑ V M r N M o g Co N z o� 737, n In z a `o C� w _g O LU S to N �N U) v i = E allW J - m U w. s _ a x Q N m o Jz W 2 M M J J. Z O Z Q N E p r� Q N Q o E U F Z ❑a ICU ra O C ng U K¢ 0o ❑ O� O C z <o ffz 1z <o CO3? om w m0 O LL m v J �z a�z Z go W A W ¢ r co<0 o� �3 IIIIj O 4 5 0p a0 U 0 O = > LOm LO 2 1.-1 Q c� M co T m N LO QI 0 04 O O dr' � LL. N CV LCi cr) T E E co z z ESR (� a U 0 Q p JOB NO : 23-00517 SCALE : AS NOTED SHEET NO. S4 r a n r 3 _ m rn LO v cn 0 a N rn 0 O LO 0 0 I N m rn LO v 7 0 N 0 J t1 LO Cr I M i LO 0 0 C J a M 0 a E N E 0 v c J z U cv v i U 0 a E .2 0 J N i:Z N 0 cV ci 0 0 d M O cV 0 ID m ID v cn SIMPSON HGAMV W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (z 1 /4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ SCHEDULE FOR SHEATHING DETAIL-7 (2)16d NAILS—\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA, END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST BAYS) UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS --� 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 MAX. 9�� BACKNAIL w/ (2)16d NAILS BACKNAIL w/ 2 16d NAILS UNSUPPORTED, O MAX. 9" SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL \ IF >9" SEE 10/S5 45'± / 45' ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAILV 2x4 KICKER 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT ' @ 8'-0" 0/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH ATN. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. ` LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3)1 Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)1 Od TOE NAILS @ EA. '� BLOCKING ' 7/16" OSB SHEATHING FATTACHEDW/10d END GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 1 OdX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 1 Od NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM \- RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3)1 Od / 2x4 CROSS BRACE APPROX. 8" & (2) 10d TOE NAILS @ / FROM RIDGE FASTENED AT EA. END " BRACE TO EXTEND VAT EACH JOINT w/ (3) l Od & (2) 1Od (NOT REQ'D WHEN //; , LEAST 90% OF WEB TOE NAILS @ EA. END GABLE IS 4'-1" OR \\ LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL SHORTER) !f� GABLE TRUSS SECTION FOR SIZE &SPACING) 2x4 PANEL BLOCKING" 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48"O/C FOR THE (2)16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF ; NAILS ATTACHED w/ 1 Od NAILS WJ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" ` AND 12" O.C. FIELD END TYP. TOP & �� O.C. FIELD BOTTOM ATTACHED \ (2)16d NAILS W/ (2)16d TOENAILS 2x4 "T" ON TOP OF PANEL CEI 2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING 48" O.C. FOR 2x BLOCKING BLOCKING, FASTEN WITH FASTEN WITH 1 Odx3" @ 4" O/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT @ 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1Odx3" @ 4" O/C @ 48" O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING FASTEN WITH SIMPSON HGAIOKT wJ (4)1/4"x1 1/2" SDS SCREWS TO MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED wl (2)16d TOENAILS 10dx3" @ 4" O/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 1/2 x 8 J BOLT @ 32" O.C. MINIMUM 6" FROM O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK S5 SCALE: N.T.S. 55 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP r SEE STRUCTURAL CHORD BLOCKING N NOTES AND NAILING INFORMATION 00 SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ 1 1 1f " (2) 16d NAILS -WOOD TRUSSES 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING 1 1 2 1 1 2 RIDGE FASTENED AT AT 24" O.C. ON TOP OF EACH JOINT w/ (3) ; BOTT. CHORD FOR 4 10d & (2)10d TOE TRUSS SPANS ATTACHED W/ 2 -16d NAILS @ EA. END AT EA. TRUSS JOINT (2) 2' x 4 LAMINATIONS W/ (1) ROW (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGEREDOWIRE NAILS ERED COMMONNAILS STAGGERED 30d COMMON WIRE NAILS S� @ 48" 0/C FOR THE • (2)16d NAILS 2x4 BLOCKING @ 24" ( ; OR EQUAON (D 20 1 EQUAWIRE (D = 0.207 , L = 4112) OR EQUAL FIRST (4) ROWS OF O/C w/ (2) 16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL SPACE AS SHOWN FOR 3 PLY 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 wl (12)10d NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 REV, 06,08.22 MAX. 9" 8d @ 6"O/C UNSUPPORTED, IF >9" SEE 10/S5 r-WOOD TRUSSES "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1Od NAILS @ 6" O.C. SIMPSON HGAM1OKTA w/ (4) E ES AND 12" O.C. FIELD 1/4"x1 1/2" SDS SCREWS TO JACK TRUSS BLOCKING & (4)1/4"x2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION OF THE LAST LAMINATION ( - ) 2x4 "T" ON TOP OF PANEL EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 10dx3 @ 4 O/C 2x4 BLOCKING W/ (2) 12d TOENAILS NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C. SAME NUMBER OF ROWS SAME SPACING ) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION g _ SEE TYP. WALL SECTION FOR SCALE: 3/4" S5 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) (2) 16d PER JOINT f- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. TOENAIL (2)16d NA 12" ,SH SCHEDULE XTACHMENT SYP BLK'G @ 16" O.0 I x 0.131" AILS EA. SIDE 2x4 #2 SYP w/ 1 Old XO. 13 1" @ 8" 0. C. ALTERNATE NON -DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP `MINIMUM (2)16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL K" M SCALE: N.T.S. Srj "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) a 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) z w \-BRACING w/ (3)1 Od x 3" AT EACH CONN. @ 24" O/C .-MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN.'Ll 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-0" T-O" - 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 1 Odx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION LE TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. ✓q�� o CORNER JACK C7 Y a W z >r O U HIP FRAMING REFERENCE PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 � 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1Od NAILS @ 4" O.C. TYPICAL -17 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/ 1Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -' SINGLE "L" BRACING DETAIL-6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. NOTE: Z-TOP 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) '7 BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'4" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 1Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION cy"i JPQ ccG .— W Cl- cu r. N � � EE- 0.• To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 1020 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 d E QC3 S V N C.Do 9 ® 5 LL7 N O r- r- 2 � J CD J 5 W W J LLLL 55 � Z — o a 4 m m z 3 @ wT 0 2 ' _ W rn rn J Z L Z N M < F~- Z O U o N M o0 Z � N z o � V I Z a L^n' `o Utell— W 0 U 0 Q) LU toLn Y U) U_ 6 LA c4 i'P U o N C m —® N m II� o w M M z < O � Z Q - cd, E �o o o zo a CD E 0 w= Z® CKS (vog 0. O E < 00 p - QO o wz �w C -D � Qo �S 'a O U m� ZO 0 K Z F- m ° z 5z U;) 3:o< a a �F _ m a Uj w �I > O � ui� a � o3 za e LO LO m co Q co 0 L- co C37 _Y U m LO r U) QI O (1)N � o 0 d" -0 T- 04 L0 Q T E Ch E M Z m Z � �; E N ro d U J Q C J JOB NO: 23-00517 SCALE : AS NOTED SHEET NO. S5 �Tr —T. - F I-TT'T�f—Iil--- I - - -- I I 1- iI i u i L, 1. i! 1 1 1 1 n i.� I - rI I � i r 3 m rn Ln LO 0 a Pi 0 J L0 C�- O I N x m LO v rn 0 Q N 0 J 0 0 I N LOLO 1x4 1/2" 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. APPROVAL FOR CONN. APPROVAL FOR CONN. 1 X 4 1x4 P.T. 'f 1x4 FURRING 3/16" 0 X 3" LONG 1- FURRING 3-1/4" LONG X 3/16" 0 FURRING (2) ROWS 3116 x 3-1/2 TAPCONS TAPCON @ 16" O.C. & 4" 2X8 TAPCON. INTO STAGGERED @ 16" 1x8 P.T. FROM EACH END w/ MIN. 1X8 BLOCK@ SPACING „ O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL 2" EDGE DIST, ATTACH MASONRY THROUGH 1-1 /2" DETAIL 1x8 w/ (2) ROWS 8d NALS �� 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. 3 DETAIL DOOR JAMB (REFER TAPCON @ 16" 1x4 P.T. 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. x 3-1/2" TAPCON @ 16" 1x4 (2) ROWS 3/16 x 3-1/2" O.C. & 4" FROM EACH FURRINI TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY wl 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 2x DETAIL 2 1 /4" DETAi L STAGGERED @ 12"O.C. BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) 1 X 4 FURRING BLOCK HEADER 1/2" DRYWALL 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL (4) 10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA \_ BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN, OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 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 INSTALL WDW. SCREW ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS 1/4" MAX Ir SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 2 x 8 BUCK - CONNECT TO BLOCK 2'-0" WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. - 1/4" MAX EMBEDMENT INTO ) 2'-0" BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 1 X 4 FURRING BLKG. & BUCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d PROVIDE 2 x 8 DIAG. BRACE B NAILS AT EA. END VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" LEAVE A CUT OUT IN O.S.B. ON T 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL TO FIT ARCH CONNECT W/ 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL THRU OSB INTO 2 x 8 PER INSTALLATION DETAILS B-B ARCH DETAIL rK SCALE: N.T.S. SS SECTION A -A 8" 1/4" x 31/4" TAPCONS —LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION TO BE INSTALLED —2 x 8 45 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 SECTION B-B 8" 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 EQUAL I I4' MAX. RAD. PROPER INSTALLATION MAX. $ #5 REB, (TYP,) FILL SOLID BOTH CELLS STD. 90' HOOK IF NOTCH WEB AT Ll— +5A FIRST 2 COURSI CAPACITY = 805 # FOR 1 STRAP =1610 # FOR 2 STRAPS 1 PLY PRE-ENGINEERED TRUSS SIMPSON HM9KT w/ (4) 1/4"x1 1/2" SDS SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d SINKERS AND (7)1/4"X2 1/4" TITEN = 2150 #) BOND BEAM OR CAST IN PLACE BEAM RETROFIT TRUSS DETAIL N.T.S. 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH IF TRUSSES USED) W/ (3) #6 X 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) 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 I GLASS BLOCK INSTALLATION NOTES A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE 'IS" OR 'IN". 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 BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT PRESS PANEL REINFORCING INTO PLACE. - - 6" MIN. LAP SPLICE W/ * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS, K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAYBE INSTALLED IN ANY OPENING. FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR INSTALLATION OF GLASS BLOCK. JACK TRUSS PROVIDED BY TRUSS COMPANY OR 2X4 #2 SYP @ 24" O.C. 4'-0" MAX SEE PLAN 2X4 SYP #2 CONT (MATCH TRUSS DEPTH —J IF TRUSSES USED) W/ (2) #6 X 4'Y2" 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: 314" = V-0" SS MASONRY WALL. SEE PLAN FOR REINFORCING. PROVIDE LOWER HOOKED DOWEL W.W.M. AT PERIMETER WHERE THIS CONDITION #5 CONT. TOP & MID OCCURS WITH MIN. 3" COVER 6-0" e pp. I-1 ill I�-I f �I f�l 11- -11-1I -rT- D GRADE D p'I- ° C0 p _z r \ e ' (2) #5 REBAR. (1-STORY) 16" MIN. (1-STORY) (3) #5 REBAR. (2-STORY) 20" MIN. (2-STORY) WITH MIN. 3" COVER EA. WAY SECTION AT DEEP MONO FOUNDATION REV, 07.28.21 SCALE: 3/44" = V-0" FILLED CELL PER FOUNDATION PLAN ® UNACCEPTABLE INSTALLTION DO NOT DO THIS kR *4411* THE :S #5 REBAR (TYP) a TD. 90° HOOK (TYP.) FILLED CELL INSTALLATION SCALE: N.T.S. SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW BRIG WALL TYPE —� PER PLAN F CHANNEL, FASTENED PER NOTE 2 BELOW CONT 2x4 NAILED TO BLOCKING W/ 2-12d NAILS (**) 2x SUB FASCIA ALUM DRIP EDGE ;2x ALUM FASCIA 1-3/4" TRIM PAINTED SS NAIL w/ 5/16" HEAD DIA. @ 24" O.C. CONT VENTED OR SOLID SOFFIT LOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS W/ 3-12d NAILS, TYP. (**) 1. G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET SN. 2. FOR SOFFIT ATTACHMENT AT WALL (PER ALPHA ALUM. INC. FL# 16544 R5 FL PRODUCT APPROVAL) F CHANNEL FASTENED TO: - CMU w/ T NAIL .097" DIA. @ 24" O.C. w/ 5/8" MIN. EMBEDMENT - WOOD w/ (3) 16 GA. 3/4"x1/4" CROWN STAPLES @ 24" MAX. O.C. IN DIAMOND PATTERN SUB FASCIA w/ 16 GA. 3/4"xl/4" CROWN STAPLE @ EACH GROOVE STRUCTURAL SOFFIT SCALE: 3/4" = V-0" (**) FOR ALUMINUM SOFFITS WITH SPANS SF01 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.* 2x0 + + �' �ENGTy + + + + + + + + TRUSS 2X4 SYP — EACH TRUSS CONNECTOR SEE LINTEL- SCHED. 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. (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 M SCALE: 3/4" = V-0" SS CFF RNGFT fly AMn SIMPSON HTT4 w/ (18)10d x 1 1/2" NAILS TO STUDS & (1) - 5/8n DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" EPDXY MIN. 6 EMBEDMENT 8 3" MIN. EDGE DISTANCE RETROFIT FOR MIS MSTAM STRAP SCALE: 3_ z 0 a M U_ 0 W a tL M 0 T @ FIRST COURSE H SS 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO AND NAILED W/ 8d COMMON @ 2X BOTTOM PLATE W/ 8d @ 4" 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 2x BAND JOIST W/ FACE NAIL IOld @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL SIMPSON HGAM10KTA @ 12" O.C. w/ (4) 1/4xl 1/2" SDS SCREWS INTO BAND JOIST & (4)1/4"x2 3/4" - TITEN INTO K.O. BLOCK RETROFIT FOR MISSING EMBEDDED STRAP SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. FILL 1st4 COURSES SOLID W/GROUT e ° FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. • ' •n OVERHAN ° e: e RETROFIT WALL OVERHANG DETAIL (NTS) FOR OVERHANGS BETWEEN 3/4" TO 1 112" NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. 1'-011 51-0" e > ; #5 BAR xx ►' 1.0„ °�' P 4" CENTERED W/ p' d e . >.;"° • . . H IN TOP o o - a KNOCKOUT/ N - ° e CHAIR BLOCK MONO FOOTING ' a 0. A. SIZE AND REINF. PER PLAN AND SECTION DETAILS CLEAN FILL .e e e ' DIRT z °•• ° STANDARD 99 HOOK c14 #5 BAR IN FILLED CELL, , ., STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. AND STEMWALL SECTIONN DDETAETAILS SCALE: 3/4" = V-0" DTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJEC DNTACT 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 4" SAW CUT EXISTING FOOTING A SECTION 1 SCALE: N.T.S. RETROFIT FILLED CELL DETAIL SCALE: N.T.S. °a c� -c 0—> W c sa. Q_ *� C= . V> 1 12 o E 1 1 o (.,} Oil = FLO 2 ?OFESSIO��'�. N To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. y W v E 0 4 8 C14 0) S (0 '�,00° - 0 �, ��[ � M N V 2 LL Q c 5 J LL JC J 52 LL LL tL — '0 t7�• ii Y 0 � 16NCD O W m C22CP Z Ln C Z Q J N O U < 0 W ❑❑ � N m a g z 10 z o ¢ v. J n ul z CD o � cn 0 w g Ln �y N Ln ,,, m•.,.,,, INr- J E _`� U o ¢ o N � o w M M � 00 z Z G rri E zo oo >� Q� o- O E V z Z oa m — �w Rg 00 E ¢ �U O 9 h w R wZ E� U:� C C <am2 Spa OU OZF m_j N m �� Q W zZ 0 3 0� Z go m oLL r3 J o w� >M IIIIIIIIII� 01- a ° 3 °O > co IX LO �' rn m .-, �C 0 � � M MO co O ,- U U) N W ( CD L r U) Q cn M � o O _I LL N L,() < r L0 T E c co M .; Z ca Z ECID N a U ca _j ¢ 0 CD JOB NO : 23-00517 SCALE : AS NOTED SHEET NO. SS VV/ z-- IUU `w Lr-%l'l r l r\V VV VV LV CROSS BRACING DETAIL (TYP.)_ SCALE:NTS SEE ROOF PROVIDE 2X4 MIN. BLOCKING AT PLAN SHEATHING Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD 2X4 BLOCKING TYP. BETWEEN TRUSSES TRUSS SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D YF C. (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL r2 SCALE:NTS (2) 2x8 #2 SYP wi O.S.B. FLITCH PI 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) 1 Od NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 1 Od NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 1 Od x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 1 Od & (4) 1/4"x2 1/4" TITENS EACH 11I4 32I_\LTil BEAM c@ RAISED ENTRY MASONRY WALL 4 SCALE: NTS JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) k��:FRAME OUT TO BLOCK EDGE SEE PLAN FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE Ij 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL a@ ENTRY FRONT WALL SCALE:NTS TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS CONV, FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C.MAYBE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 NAILED EACH DIRECTION TYP. U.N.O. (TRUSS PLATE INSTITUTE NOTE THAT THE COMBINED WIND AREA IS GREATER VERTICAL SCAB 2 x 6 SIMPSON LSTA18 _ w/ (12) 10d NAILS SEE PLAN w/ MIN. (4) 12d WHEN #2 SPF 48" O.C. W/4 BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO () CENTERED AT SIMPSON HUC410 w/ (14) 16d INTO HEADER & (6) FOR CANT. 2x8 BLOCKING NAILED INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS @ 10d TOP &BOTTOM EACH SIDE w/ (3) 12d NAILS SPLIT TIE BEAMS TOGETHER 10d 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 (10) 8d NAILS INFO / ( 4) SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & HTS20 w/ (24) 10d x 1 1/2" NAILS 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 SEE FLOOR PLAN COLUMN SIZE & BASE CONNECTION INFO 7/16" OSB FLITCH PLATE 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. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS EVERY 3rd &ADDITIONAL INFO. 7/16" OSB FLITCH PLATE SCHEDULE/PLAN SEE FLOOR PLAN FOR EACH STUD - TOENAIL7—PER ROOF AND EXTERIOR LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING RAFTER 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" OPTION DICATEDE/P N BM A OPTION B CONNECTION INFO OPTION (� v w/ (3) 10d NAILING SCHEDULE O.C. MAXIMUM. 2x4 SPF 2 (2) #7 x 3-1/2" S SEE 2ND FLOOR WALL SECTION 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d WOOD SCREW EACH FOR ADDITIONAL INFORMATION NAILS AT EACH TRUSS INTERSECTION. CB TRUSS OR SIMPSON H2.5A 8d NAILS COMMON B M TO POST ATTACHMENT A 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS w/ (10) . DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB AT 48" O.C. SEE ROOF PLAN ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg B FOR BEAM SIZE & SCALE: 3/4"=1'-0" IF 2x DOUBLE LEDGER, 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS CONNECTION INFO. BM. SPLICE OVER CENTER OF POST ATTACH FIRST PLY DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS (OPTIONAL) A A w/ (4) 16d NAILS TO EA. PRE-ENG. TRUSS END OF TRUSS THEN 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP SEE PLAN FOR TOP OF AM ATTACH SECOND PLY MAX &EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. w/ (3) ROWS OF 16d NAILS AT O.C. • DIRECTION TYP. A =' • DIAGONAL 2x8 #2 SPF RIDGE BEAM SIMPSON LUS26 w/ (8) 10d NAILS • AT 8'-0" MAX WOOD TRUSS •�C •�C 2x6 #2 SYP RAFTERS FOR SPANS 4FT SIMPSON MTS18 w/ (14) OR IF 2 PLY TRUSS SIMPSON TO 8FT 2X4 RAFTERS FOR SPANS LESS 1 Od NAILS TYP. U.N.O. SEE PLAN FOR SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 1Od CANTILEVER IF MTS18 w/ (14) LEDGER AND J/S6 FOR MORE INFO. COMMON TOENAILS TO TIE BEAM SEE FLOOR PLAN FOR COLUMN SIZE & INDICATED 10d NAILS TYP. U.N.O. 2X10 #2 SYP CONT. LEDGER wl (3) VERIFY WITH PLAN FOR LOCATION AND DIRECTION 2X4 GONT, AT-7CONC. MASONRY ADDITIONAL INFO. 1/2" X 4 1/2" LAG SCREWS ATTACH LAG SCREWS INTO END OF EACH 2/D2 FOR T & B CHORD STEEL OR WOOD (WOOD COLUMN SHOWN) MIDDLE FLOOR TRUSS, 24" O.C. MAX. (AT FO)E BILOCKING INFO) BEARING SUPPORT ,° EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL ° SCREWS EACH SIDE) (TYPICAL) A -A ALTERNATE BLOCKING CORNER SECTION AT LOW ROOF 9 SEE FOUNDATION DETAIL @INTERIOR BEARING 5" PLAN FOR MORE INFO SCALE:NTS 3 SCALE:NTS COMMON B M . ATTACHMENT $ WOOD TRUSS A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: NTS SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE:NTS VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR w/ SIMPSON SP1 w/ (10) 1 Od ATTACHED PER ADDITIONAL 8d NAILS AT VALLEY TRUSS NAILS BASE & SIMPSON 2x4 #2 SPF BRACING @ NAILING SCHEDULE OUTLOOKER 4" O.C. INFO.16" 1Od AT SP2 w/ 12 10d NAILS AT TOP (1 EXTERIOR SHEATHING INFO. O.C. O L COMMON TRUSSES. — ATTACHED PER 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS TO S O TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 1 Od NAILS EACH END (BETWEEN TRUSSES STRUCTURAL SHEATHING NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL (2) 12d NAILS TO EACH VERTICAL ATTACHED PER NAILING BOTTOM CHORD PLATE MORE INFO. TRUSS LOW ROOF/WALL STUD) SCHEDULE SHEATHING ATTACHED PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES W/ VARIES SEE PLAN FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ ROOF SLOPE SIMPSON LSTA30 w! SIMPSON MTS12 w/ (14) 10d x WOOD WALL (22) 10d NAILS OR SIMPSON MTS12 w/ (2) 16d NAILS TO EACH COMMON 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. TRUSS/ FRAMING OR TRUSS. 2X4 CONT. W/ 2 O MIN. 2X4 #2 SPF STUDS @ (14) 1Od x 1 1/2" NAILS TYP TOP &BOTTOM SEE PLAN 16d COMMONS 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 PLYWOOD (3) 12d TOENAILS TO - 1___ a °' HETA16 w/ (9) 10d x 1 1/2" NAILS @ FLOORING TRUSS OR SEE PLAN FOR PLATE BELOW - MASONRY WALL 4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN a ° (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. p °. 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 JQ- 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 16d NAILS AT EACH END CONNECTIONS TO G.T. EXTERIOR. WALL SECTION @ ENTRY 8 CONNECTION 22 SECTION AT HIP GABLE 12 SECTION @ BUMP OUT 39 SCALE:NTS SCALE:NTS SCALE: NTS SCALE:NTS SCALE: NTS 1\'j DETAILS & SECTIONS a B:E C= MC7 Q r � m x CIA G. E in �\y �•'i FLO1�-.�,�?\. • p, r!!JIl/ttillle+l46 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. .; a o $ CV s u CC) �r 0 ccN ' ENO ik v: ej , st Q N J W LL 4. So J Z ro _ V � 0 O s @N W 0 2 1— r W °' r' o J Z N Z Q IL a N OU a o z N M o g z CD N z � � Q Cl- M N z U' o 1 ' LL 0 w $ U) rN( U 2 W J m z ly. U o y c .0 Ah co o z w co0 � Z Q r..L � C 0 E V O oo wz > N Q� zp oa H C 5� �00 o E o oa 00< ao ¢0 �z �, ro r � n C¢ Q o�z W m 00 � J a� �z IM o< z g0 W cn w d z . <� oLL =3 o aQ 0 v 0 o3 0 O = LO LO N 'Q CU � M � MO M _ U m rn LO <CI p OO CoN O � � LL N V^, Li r� Q co T E c coM z M z z E (� C n. U J Q J JOB NO: 23-00517 SCALE : AS NOTED SHEET NO. D1 CM -v x m rn L0 Q N M O J LO 0 I N rn L0 L cr c 0 N 0 J 0 0 I rM i L0 r0 v cn O c �C Q 0 a E H v E 0 S v c m J y N r7 U e 0 CL .o c 0 0 0 J a� N O 0 0 0 d 0 N a 0 Q m v cn THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 3/8" CEMENT PLASTER 12 MIL DRYLOK CMU - MASONRY BLOCK EXTREME WINDOW FASTENER 1) SEALANT AT 4) SEALANT JOINT WINDOW BUCKTO OUTSIDE EDGE OF MASONRY WINDOW BUCK 2 ) SEALANT JOINT 5) SEALANT FROM INSIDE EDGE OF WINDOW FRAME WINDOW BUCK ACROSS WINDOW BUCK AND EXTEND TO WINDOW FRAME MASONRY ATTACHED PER CODEREQUIREMENTS 6) TOOLED SEALANT BEAD BRIDGING CLADDING AND WINDOW FRAME 3) SEALANT WINDOW FRAME T( WINDOW BUCK ALL THE WAY AROUND, INCLUDING SILL. SCS 06 05 CMU INSTALLATION 6 POINT BUCK AND FENESTRATION INSTALLATION AND INTERFACE JAMB, SILL AND HEAD DETAIL APPROVED SHEATHING APPROVED HOUSEWRAP STRUCTALATH TWIN TRACK 2.5 3/4" CEMENT PLASTER 12 MIL (min) DRYLOK EXTREME APPROVED FLASHING TAPE "V" SEALANT SOCKET WITH TOOLED APPROVED SEALANT WEATHER j� RESISITIVE 1 BARRIER HEAD FLASHING TIE-IN INSTRUXTI( 1. Cut, fold up & temporarily secure 1 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 S DO NO" BOTTO ci Aklf'l 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) 4SHING 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 SELF -ADHERED FLASHING -� 1 0 2 SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK DOUBLE JOIST SINGLE WOOD BEAM JOIST BELOW SELF -ADHERED SELF -ADHERED FLASHING FLASHING O 2 SCS 06_02 WINDOW FIN INTERFACE WITH SELF -ADHERED FLASHING , EXTRUDED SHOULDER DECK JOIST SELF -ADHERED FLASHING 2xFRAMEWALL PRODUCTS DETAILS TILE FINISH WATER RESISTIVE BARRIERS ARE REQUIRED BEHIND STUCCO 1/2" DUROCK PER THE FBC RESIDENTIAL 7TH EDITION (2020) Detail Instructions 1'4' PER PLAN Refer to the number marked as O# in each detail that corresponds to the 1'-0" PER PLAN numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 8 CMU SLOPE 2. Install flashing and weather resistive barrier to form water shedding laps 4" OR 8" CMU 3. Self -adhered flashing can be substituted for building paper (PER SEAT DEPTH) ° 4. Split the release paper using the ripcord (Split release on demand, FILL WITH GROUT ° d embedded in the adhesive layer) - for ease of installation and to ° minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" ° Minimum) SLOPED MUD BED 6. Fold as shown by arrows ° d 7. Angle of corner may vary, adjust folding of the flashing accordingly to ° fit tight to corner VINYL SHOWER PAN � d ° 8. Mechanically fasten as necessary SLOPE ° a , a a 4 SHOWER SEAT SELF-ADHER J 4 � a SELF -ADHERED FLASHING OUTSIDE CORNER Q w i -g J a 10- rr a- a = w � U w w w `f) 0 IU) 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 PROOF CAULKING CEMT. FIN. water within the wall assembly by providing awater-resistant barrier behind the exterior cladding as required by Section R703.2 and a means SELF -ADHERED FLASHING BUILDING PAPER of draining to the exterior water that penetrates the exterior cladding. WIRE LATH R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or SUBFLOOR " : other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls No. 15 asphalt felt shall be applied i 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 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, MECHANICALLY FASTEN IF RUBBERIZED ASPHALT substantially nonwater-absorbing layer or designed drainage space. NEEDED IN CORNERS RUBBERIZED ADHESIVE INSTALL SELF -ADHERED THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING JAMB & HEAD 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, ��o (BEFORE FOLDING, SCORE the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and EXTEND A MINIMUM 6" RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) contraction, ASTMC1281., AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as VERTICALLY BOTTOM OF FROM flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved flashings THRESHOLD shall be installed at the following locations: 1.1.Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of the exterior wall finish or to the water -resistive barrier complying with Section 703.2 for subsequent drainage. Mechanically attached flexible flashings 2 shall comply with AAMA 712. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following: 5 1.1 The fenestration manufacturer's installation and flashing instructions, or for applications not addressed in the fenestration 4 manufacturer's instructions, in accordance with the flashing manufacturer's instructions. Where flashing instructions or details 1 6 are not provided, pan flashing shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water resistive barrier for 2 7<> subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2 1.2. In accordance with the flashing design or method of a registered design professional. SELF -ADHERED FLASHING 1.3 1.3. In accordance with other approved methods. 1 INSIDE CORNER , 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMA/WDMA 250, FMA/AAMA/ WDMA 300 or FMA/AAMA/WDMA 400. 2.2.At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. Ground 3.3.Under and at the ends of masonry, wood or metal copings and sills. m 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. 1 6.6.At wall and roof intersections. Water Resistant Barrier 7. 7.At built-in autters. :LF-ADHERED FLASHING +TCH HERED FLASHING 2 14 5 1 a FOUNDATION WEEP SCREED STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB I SF LATH - WRAP DP WRB ONTO THE VERTICAL SURFACE TO TOP OF FLANGE AS AN AIR BARRIER V T I 3-1/2" INCH FLANGE II PLASTER STOP THIS NATU DO N, CONTINUOUS BACKER ROD & SEALANT DRIP ACCE A SOFFIT/CANTILEVER Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) o DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING, 'OSB% PLYWOOD, DENSGLASS RAIL FRAMING RAL SHEATHING SAF PLANE WRB `AK WRB THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 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 Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 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.rt r •r y u-+ ® � cl- 2 . t9) s11 c:a fS5 Q N c E o M O N CN O To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florda 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. b E ' U 0 o °' �ogN co 21 as �rtia of M ik LL C LL ';. -J w J LL 0- Z 13 a a m c � eg W yL-� o 02r� Y W m w 'k ap N O . -� = N O F: U W o0 z N O 0 0 e� J N M z a 0 `o W U 0 W s N c U) U LU •.. p- J - E ( m B j 8 U o N c °' m e ®MmMry Q N 0 IIY r-- o w M J o , m t 3 Q ri Ezo QR E: 8z wo zo ❑a roe 00 E a o o� �� wo ww �@ cn C� <oWME 00 m iv � J om aw z OU F°� O W z g 0 W T 3 ) o LL a m u m <� op 3 J b v ¢¢ i0 a =IQ o N -17 L O iu 0)LO � c� F- L co :3 CO M Cr '"-- U m N m LO V) QI p N c) I-i- N LO T T 1� (.0 d M A_- coy M o Z E CV N C U C a J Q Q J JOB NO : 23-00517 SCALE : AS NOTED SHEET NO. W P HURR/C.4N � Mounting Brackets (10 Creaugei 4-u2' x 4-1�2, x 2-12e Back Cross Support (stay be rut tD W) See Arichor Schedule � il; Right Bracket (16Gauge) 112r Dia. A325 fTyp.) a #14Self--Drilling crews A/C Urfi't B-ottum Edge s • Hurricane Strap (Typical: 3 in front) blathers Front Crows Support SeWLLacking Nuts (Ivtay 6e tilt tow) Left Bracket (16 Gauge) # 14 Self Gr][Prig xcrevv9 Thru Brackets h BackCrass Support Into A/C Unit Bottom Side (Typical, 3 each side for hurricane use) _*-11c urutat ,,m asrctructums are fuu sa t si »nudt ­6 1-iepaio4rsc -Ii r 11 a p,�p�� Rabaul Scat I raxsei $ ataa3:s v upon aeryuewr. 4arint SSai fit Vol" 4f1i)Tv) Florida Department of Business & Professional Regulation Building bodes and Standards Product Approval Application Detail Page 1 art zlaiazi },�>-. �' S.^�:-.�„.r�v3r.. - _w.,.:-. .'.--'�-'`. _.. e._.-.� .,y. •,. ; � a.... _.;£,»., � �..:n..., «. _...k...�...v.... z -.,.. rr -3' � ,. . -;;v.,-l_.E _e 'i '� �"�- '9�'.> �ic��E'%^�� ., a3;., � t -o-�4 ;,�... � >., ".r,.. ..._Y:-�-•u'4` .xT 's..ii.'M%t...r,.4„c,.. Ent or Did. to Dow Pendna Dew � Ybmlon Manufacturer ac[ lnalnser&Lkensa Validated By Validated ub a FaC.Approval r v 9CarU9 ARimmtion 2020 Smart Vent Products, Inc, Michael Graham HerniaeV Ncrero P.E. Lack, Boddie. PE, 12/1V2020 12/162D20 122812020 App-d Category: structural Cunponemts (877) 441-8368 PE-73775 (334) 300-1800 srlbcategOM Products Introduced as a Result of Imo@arladventcom New Technology C-lotance Method: Evaluafice Repvd kom a Florida Registered Architect ors Licensed Florida Plf<.d822.RH Prutleiis Professional Engineer Quality Assurance Appe-dfor Use Approved for Use Impact e I n Sao# Produm M2!n. 1mber-rams Product Description CaMract Emiratlon Date In HVHZ Outside If"z Resistant Positce 1 SmadVent Model#1540-510 Dual Funcdw Floodend Ventilation Vent Iminm Yes Yes NIA .1001100 2 Smedvent Model #1540P51 1 Duel Function Flood and VentreGon Vent 127312023 Yes Yes NIA +100/-100 3 SmadVent Modol#1540.520 InsMatetl Flood Vent 12131R023 Yes Yes NA +100f-100 4 9marfvent Modal#1540.521 Insulated Flood Vent 123112023 Yes Yes NIA +1o06100 5 Smar VeM 1111 11 140 524 16&quct; Gene go Door Flood Vent 12f312023 Yes Yes NIA NIA 6 SmanVent Modei#1540 Waal Well Insulated Flood Vent 120IJ2023 Yes Yea NIA +100F100 SmanVenl Model 0154570 0.574 14.5&quor d: Geroge DoFlood Vent 12/312023 Yes Yes NIA N/A Florida Department of Business & Professional Regulation Pagel of Building Codes and Standards In'11 rf Product Approval Application Detail It E_ ,F s,rr'r r+ tx�:: P Asa 't)s` � �� ^iww '�:✓ 3� ..:k, is mT '� uN=n,; -C. '<',fg' � bt'S� -"'*' s;;?T^,,'r `°x^I 'Y �,,y "'y _'rr�." � s, Y 3 Code 1;LIly or 2914� VA9 pare Pendlna 0*0 Tye Varolun Moradfactuwr Cooled E,in-&Ucansa Palmated By validated submitted FBC Approval Ao -d! .Star.. ReNsion 2020 Drexel Metals, Inc. Jason Shumate Zachary R. Frost Looks Bowdon P.E. 08/102020 (M/092020 68202020 1011=20 Approved Category: Fooling r50213031511 PE-74021 (MC 300-1800 Sub0sivaory: Metal Raorng Phumateadnexmat.com Compliance Method: Evaluation Report from a Florida Registered Amh9epl bra Licensed Florida Profosslonal Engineer F L#i 7879•RB PrbCues QuNiv Ass once Approved for Use AOMovedfor Use Impact Deslan Sege Prgtluet Model Number or Name Produet Descrinxlon eoatract lxpinalon Dare In HVHZ cutslde HVHZ anf Pressure t Qraxel Metal Roofng S1sMms DUG 100NS, DMC 150SS, 13MC 175S; DMC.2008, 12/312025 Yes No NIA +oMao [No 5V Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail page 2 of r32Dzz Wk'.� sr. ,r",.s"'x., w-�i'pp,,4, ;y'.�." F` y5Y d ? �s� '+ ;�` � a,-`�.-.. .yt .�;"` � rig`•' <�a`s��.a�� '4k .x ,�,"1 .. ..-�o-�.-.c. - 50w c,rasad���ra.,b:'1i]-'r.<. :am�ai.. � �kn�x j.���ebb •.P.an .a'a'ai�t'M".i,..ca!thur.. ��"l Slim. w.u.�w.�.s.�...c,1Ui '.LS�S7ssS Code EhrtRv or Date PeMinp Date Type Version Manufacturer cent..! Eno ineer&License Validated By Validated Submitted HBCApproval Approved Status Revision 2020 The ma-Tru Corporation Steve Jasperson Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 04/152021 123112020 04/2212021 051082021 Approved Category: Exterior Doors (800) 643-7826 PE-43409 (813) 767-6665 supCategory: Swinging Ederior Door Assemblies sjaspersonQthermatr..co Compllance Method: Evaluation Reportfrom a m Florida Registered Architect or a Licensed Florida Professional Engineer FL7 MGU.R6Produots.:. Quality Assurance Aoorovad for Use Aporovod for Use 11100 Design sea 0 Prpttuct Model, Number or Name Product Description Contract Expiration Date In HVHZ Quissle HVHZResistant Pressure 1 a. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&#39;8 &quotlmpact&cIwt, Opaque 12/312022 No Yes Yes NIA C-poete Edge Fiberglass Single Door gnsvangfOutawing; X mntiguratlon) 2 b, Tnemla-Tnl Fiber -Classic and Smooth -Star Nominal 6&V39;8 &quotlmp.et&quot; Opaque 1213112022 No Yes Yes N/A Composite Edge Fiberglass Single Door with Sidelita(s) (In5wnng/Out5wng; XG, OXw OXO configurations) 3 a Therma-Tru Fiber Classic and Smooth -Star Nominal 69039;8 &quotlmpact&qupt Opaque 1213112022 No Yes Yes WA Composite Edge Fiberglass Double Door vuth or without Siderdes OnswinWOuts ing: XXor OXXD configurations) 4 d. Therma-Tru Fiber- asset and Smooth -Star Cl Ste Nominal S& 0 otl ac of e 1 al #313 & u t& u Opaque 2/3112022 q hla Yes Yes NIA Composite Edge Fiberglass Single Door I nsw fOutswri Xoonfi .ration l rig 9 g ) 8 e. Therma-Tru Fib -Classic and Sm r ooth•Sta Nominal e&#3 �0 & o m 9, qu tl pact&quot; Opaque 12f312022 No v es Yes WA Camposite Edge Fiberglass Single Door with 5def te(s) (Inswn rg/OutswA rig; X0. OX or OXO configurations) 6 fTherma-Tru Fiber -Classic and Smooth -Star Nominal 6039;0 &quat;l mpact&quot; Opaque iv3d12022 No Yes Yes NIA Composts Edge Fiberglass Double Door with or nMthout Sidebtas (Insw riglOutswing; XX or OXXO e,nfigurabons) 7 g. ThermaTru Fiber -Classic and Smooth -Star Nominal 6&#391.8 8quotlmpacAquot; Glazed 17J3112022 No Yes Yes NIA Composite Edge FiberglassSingle Door (Inswmgfoutswing; X mnHguration) 8 taro h. The -Tru Fiber-CIII and Smooth -Star Nominal 6&#39,8 & uotlrn et& uo lazed 1 1312 N m q pa q t G 2 022 No Yes Yes NIA Composite Edge Fiberglass Single Door with Sdel te(s) (InsW ng/OutsxA ng; XO, QX or OXO configurations) 9 i, ThermaTru Fiber -Classic and Smooth -Star Nominal 6&#3g;8 &quail mpacAquot; Glazed 12n112022 No Yes Yes NIA Composite Edge Fiberglass Double Door with or without Sidelites (Inswing/Outswing: )Xor OXXO mmiguratlons) 10 j, Therma-Tru Fiber-Cassk and SmoothStaI Nominal 8&#3$0 &quot;lmpact&quot Glazed 121312D22 No Yes Yes NIA Composite Edge Fiberglass Single Door (I nswingfOutswing; X configuration) 11 k. ThermaTru Flbei.Ciasslc and Smooth -Star Nominal S&#39;0 &quotlmpact&quot Glazed 121S112G22 No Yes Yes NfA Composite Edge Fiberglass Single Door with Sidelite(s) (ImawAng;Outswnng XO, OXor OXO configurations) 12 I.Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39;0&quot;lny0ct&qu6t; Glazed 121312022 NO Yes Yas WA Composite Edge Fiberglass Double Door with or without Sidelites Onawing/Outming: XXor OXXO conflg uraliona 13 m: erma-T F bar- lassie an Smooth -Star Th In I C dNominal 6&#39;8 &quot;lmpact&quota Glazed Molded 1213112022 No Yes Yes NIA Open Composite Edge Fiberglass Single Door griswingiOutswing; Xce nfiguration) 14 n. Therma-Tru Fiber -Classic and Smooth -Star Nominal68,039;8 &quet;lmpact&quot; Glazed Molded 121312022 No Yes Yes NIA Open Composite Edge Fiberglass Single Door with Glazed Molded Open Sideliw(s) (Inswingl0utswing; XO. OX or OXO confit "Uons) 15 o. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39:8 &quotlmpact&quct; Glazed Molded 12f312022 No Yes Yes NIA Open Composite Edge Fiberglass Double Do -with or without Glazed Molded Open Sidelines inswrig/Outswingi XXor OXXO configurations): 16 p. Therma-Tru Fiber-Cl... ie and Smooth -Star Nominal 6&039;8 &quotl'mp-Mquok Opaque 12c]IIM22 No Yes Yes NIA Composite Edge Fiberglass Single Door with Molded Open Sidelite s Insvvm lOutswin : XO OX or OXO configurations) 17 q. Therma-Tru Fiber -Classic and Smooth -Star Nominal 6&439;8&quot;lmpact&quot Opaque 12131=2 No Yes Yes N/A Composite Edge Fiberglass Double Door with or without Glazed Molded Open Sideiites (Inswng/Outswing; XX or OXXO mniiguratlons) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel 91 1Rv2021 e me Emin or Data Qgf-g Data PondUm 221112 TV DO Version Manufacturer contact Engineer 8 License Validated ay Validated SJibmlhee FBCArorbval pvd Status Rausian 2020 POT Industries Jens Roso-ki MilanFQede SCCO - DER Mieml-Dade BCCO-VAL 11maD20 10(262020 1124M20 Approved Category: Euerlor Doors l941)486_0i00 (78B) 315-2590 6ubCategow: Sliding Eh,ii, Door Assemblies Iroawrsid@Pgundush,Ia c compliance Method: Corti icstion Mark or Listing om F' 4-R33,Products Quality Assurance Approved for Use Approved for Use dN Desllm egg # Product Modal. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ R-iO it Ppsare 9 SGQ. ell-argom.iloliep.d) Vinyl Siding Glass Door 0411472d21 Yes Yes Yes NIA August 10, 2022 P"f"DUCT APPROVAL olith r%AJ 5PECIFICATION 50"hHEET (202-2) As required bFloridaI rid Statute 553.84 and Florid Administrative Code 913-721 please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a Category/Subcategory (Manufacturer Product Description )approval Number( Test Pressures Exp. Gate 1. EXTERIOR DOORS A. SWINGING Therm aTru Fiber -Classic and Smac h-Star (NON-IItliPA T) FL9fl 1.1 +67.0/-167.0 psf 1 r81r 0 2 Therm aTru Fiber -Classic and Smooth -Star (IMPACT) FL204 8 +87.0r-67a psf 12131/2022 Therm aTru Fiber -Classic and Smo h-Star IMPACT} FL2G470 +80,0r-80.0 psf 1 /3112022 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40,0140,.0 s pf 12/31/2024 PGT Series 5570 NOA 21-0205.03 +38.7f-38.7 psf 4/14/2026 Fella Corporation FL2646 C. SECTiONAL Wayne -Dalton Series 800018100/8200 #1105 (8 7) FL8248.3 +31.0r-35.0 psf 12/31/2023 Wayne -Dalton Series 8000/8100/ 00 #1123 (1 X7) FL8248.10 +30.0f-33.5 psf 12r31/2023 Wayne -Dalton Series 8000/8100/8200 #1124 (16 7) F L8248.11 +34.4J-38.3 psf 12/31/2023 D. METAL LOUVERED DRS Curries Division of AADG, Inc 6071707r7271747tand 847 Single St Fairs of Doors FL11537.1 NIA (see inst sht) 12/3112025 2e WINDOWS A. SINGLE HUNG Mi Windows and Doors Series 185 FL17499.2 +60,0I-60.0 psf 10/812023 PGT Series 5500 FL239.,2 N/A 7/30/2025 Fella Corporation Series 10120 FL11206 +35,0r-35.0 psf 6117/2027 Fella Corporation Fella 10 Series FL16603 +60,0r-60.0 psf 6/2212023 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +55.0r-55.0 psf 2/1612024 Pella Corporation Series 10r20 FL11161 +30.0r-30..0 psf 3/27/2023 Pella Corporation Series 10 Sliding Window FL12811 NIA 5/25/2031 C. FINED Mi Windows and Doors ISedes 185 FL15349.1 +60.0r-60.0 psf 4r3r2023 PGT Series 5520 FL243.5 NIA 4/30/2025 Pella Corporation Series 10/20 FL6694 +50.01-50.0 psf 7/15/2024 Pella Corporation 10 Series Flange Fixed FL16280 NIA 5125/2031 D. MULLION MI Windows and Doors Series 5764 FL15353.2 NIA 12/31/20.24 PGT Series 5500 F L261.1 NIA 5/26/2026 E. OTHER 3e PANEL WALL A. SIDING I Q James Hardie Building Prod. i T Cem lank La Siding and Hardie nk L Siding Fla a p p g p g FL1 2.1 - FL13 3 9 192 2 l� A 1 12 31 r2023 E. SOFFITS Alside Solid and Vented Vinyl Soffit FL15272.1 - FL15272.2 +75.0r-75.0 psf 12/31/2023 Alpha Aluminum, Inc. Solid and Vented Aluminum Soffit FL16544 R5 + .2r-54.2 psf 7/30/2023 C. OTHER 4e ROOFING PRODUCTS A. ASPHALTSHiNGLES GAF 3 Tab, Dimensional FL10124.1 i'+IdA 12/16/2022 E. UNDERLAYMENTS Tamko (for Shingle Roof) 151b Felt Underlayment FL12328 NIA 612SV2023 Plyglass USA, Inc. (far Tile Roof) POLYSTICK TU MAX FL5259 NtA 12/23/2023 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 NIA 919/2026 Florida Metal Products, Inc Vent RV 10 FL21580.3 NIA 12/3112024 Lomancot Inc DA4 Exahust Vent FL17202A +97,51-97.5 psf 12/10/2025 E. ROOFINGTILES Eoral Tile Villa 900 FL784927 - FL7849.28 NIA 12/31/2025 Soral Tile Saxony 900 FL7849.16 - FL7849,,20 NIA 12/31/2025 F. METAL ROOF Drexel Metals, Inc. DMC 100NSf DMC 150SSr DMC 175Sr DMC 2 0Sr DMC 5V FL17679A +0r-180 12/31/2025 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 NIA 12/31/2022 All American Shutters 8t Glans Galvanized Steel Storm Panels a FL17869.1 NIA 1 2 12 31I202 6e STRUCTURAL COMPONENTS A WOOD CONNECTORS/ ANCHORS USP Structural Conn., see chart Simpson Strong -Tie see chart B. TRUSS PLATES IT1i11 BuildingComponents p Alpine Truss Plates p FL1999.1 - FL1999.4 NI A 1 12 31 r2024 MiTek Industries, Inc,. Truss Plates FL2197.1 - FL219T5 NIA 1213112022 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVLn PISL, LSL FL6527.1 - FL6527.5 NIA 3131/2023 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels NOA 20-0630+15 NIA 9/1112023 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 NIA 5125/2024 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the foilowing information must be available to the inspector on the jobsite 1) copy of the product approval, 2 Florida Department of Business& Professional Regulation Building Codes and Standards Product Approval Application Detail Paget of 125022 - ;.--.l. - Code Entity or ,�tg Date Date Pending pig, Tvae Version Manufacturer Contact enalneer&License Validated By vabdatedl Submitted FDIC Approval. Approved status Revision' 2020 Therma-Tru Corporation Steve Jasperson Lyndon F. Schmidt; P.E Ryan J. King, P.E. 07QN2020 07/1212020 07129/2020 1011312020 Approved Category: Exterior Doors (800) 843.7628 PE-43409 (813) 767-6535 Subcategory: Sranging Exterior Door Assemblies sfasperson®.th.-Intro. compliance Method: Evaluation Report from a m Florlde Registered Archtect or a Licensed Florida Professional Englneer F�:047Q-R3PrQy1u^#a - ' Duality Assurance Aporovedfor Use Approvedfgp Use I(goact Derson 110 Product Model, Number or Name Product Description Contract Expiration OR in HVHZ .Outside HVHZ Resistant Pressure 1 a.Thera-Tru Fiber -Classic and Smooth -Star Nominal 6&#398&quottmpaot&quoL Opaque 1Z3112022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door jinswnng/OuLswing;.X configuration) 2 b. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&9398 iiquottmpact&quot Opaque 12131/2022 Yes Yee Yee NIA Composite Edge Fiberglass 6lngle Door wrath Sideltq(s) OnawnglOutswingl XO, OX or OXO Danflgurailar 3 c. Therma-Tru Fiber -Classic and Sofh-Star rllo Nam inal6&#39;8 &quot;lmpact&quotOpaque 1213112022 You Yea Yes NIA Composite Edge Fiberglass Double Doorwith or rathout SldelNes (Inswing/Outseing; XX or OXXO config ...lions) 4 d. Therma-Tru Flber-Classfe and Smooth -Star Nominal a&9380 i4quotlmpacmquot Opaque 12131/2022 Yes Yes Yes NIA 0,mposhe Edge Fiberglass Single Door (InswwriglOut-ing; X oonfiguration) 5 a.Therma-Tru Fiver -Classic and Smooth -$tar Nominal a&#3g;0&quot;Impact&quot Opaque 1213112022 Yes Yes Yens NIA Composite Edge Fiberglass Single Doorwith Sidelte(s) (InswinoiCutavaing: XO, OX or OXO configurations) 6 f. There-Tru Fiber -Classic and S-th•Star Nominal 8&939;0 &quotlmpact&quo1; Opaque 12f312022 Yes Yes Yes N/A Composite Edge Fiberglass Double Door Wth or Wthout Sidelines (ln9Mngloutsaing; )rX or OXXO configurations) 7 g. Therma-Tin Ftber-Classic and Smooth -Star Nominal 6&439;8 &quot;lmpact&quo! Glazed 1.2/31R022 Yes Yes Yes NIA Composite Edge Fiberglass Single Door (Inswing/Outawrig, )(configuration) 6 h. Therma-Tru fiber -Classic and Smooth -Star Nominal 6&#38.8&quotlmpaot&qupt; Glazed 12131/2022 Yea Yes Yes NIA Composite Edge Fiberglass Single Door w@h Sidelke(s) (Inswing/Outewing; XO, OX or OXO configurations) 9 i. Thera-Tru Fiber -Classic and Smooth -Star Nominal 6&#Sa.8 &quctimpact&quet; Glazed 1213112022 Yes Yes Yas NIA Composne Edge Fiberglass Double Door vAth or Wthout Sldeutes (Inswing/Cutsvlinr XX or OXXO configurations) 10 f Therma-Tru Fiber -Classic and Smooth -Star Nominal 84439,0&quot,impact&quat. Glazed 1;J15 2022 Yes Yes Yes NIA Composite. Edge Fiberglass Single Door (InswAng/Outswirg; X configuration) 11 k. Therms -Tin Filler -Classic and Smoolti Nominal 8&939,0 &quotimpact&quo! Glazed 12131=22 Yes Yes Yes WA -Composite Edge Fiberglass Single Door ninth Sidelte(s) (Inaw riolO.utswing: XO, OX or OXO .configurations) 12 I. Therma-Tru..Fiber-Classic and Smooth -Star Nominal 8&091.0 &quot;lmpacttiq.oti-Glued 1213112022 Yes Yes Yes NIA Composite Edge Fiberglass Double Dear with or without Sidelines (Insrving/Outamng; XX cr 0)0(0 configurations) 13 M. Themra-Tru Fiber -Classic and SM00th-Star Nomral6&#39; e&quot; Impact&quot Opaque 12J312022 Yes Yes Yes NfA Composite Edge Fiberglass Single Door wrath &quotNon-lmpacAquot; SIdeIRe(s) (I nmrigJOutswing; XO. OX or OXO configurations) 14 n:Therma-TruFiber-Classio and Smooth -Star Nominal 6&939;8&quobIMeact&quot Opaque 12f312022 Yas Yes Yes NIA Composite Edge Fiberglass Double poor with &quol;Non-Impact&quot Sidelites(InswiriWOutswing; OXXO configuration) 15 o. Thom -Tin Fber-Classie'and Smooth -Star Nominal 8&#380 &quotlmiPact&quot, Opaque 12f3112022 Yas Yee Yes WA Composite Edge Fiberglass Single DoorWth &quotNOn-impact&quot Sldelite(s) (Inswing/OutswxngXO, OX or OXO configurations) 1B p. Tharma•Tru Fiber-Clasalc and Smooth -Star Nominal 8&439,g&quotlmpact&gUm; Opaque 12f312022 Yes Yes Yes WA Composite Edge Fiberglass Double Dooriath &qucn;Norrlmpad&quat; Sidelites(InswingfOutsw rig; OXXO configuration) 17 q.Therma-Tru Fiber-Ciassic and SmaothSter Nominal 6&#34,8&quok Non-Imp-t&quat Opaque 1Z312022 Yes Yes No NIA .Composne Edge Fiberglass Single Door flnsW ngfOutna wing; X configuration) 18 r. Therma-Tru Fiber -Classic and SmooUIStar Nominal 8&#39:8 &quotNon-Impact8mquot Opaque 12J3112022 Yes Yes No NIA Oomposile:Edge Fiberglass Single Door wth Sidelite(e). (Insvdng/Ou@tMng, XO, OX or OXO configurations) 19 s. Therma-Tru Fiber -Classic and. Smooth -Star Nominal 6&#39;89quct;Non-Impaat&quot Opaque 12/31=22 Yes Yes No NIA Composite Edge Fiberglass Double Doerv," or without Skleiltes (In-ving/Cutswing; XX or OXXO configurations) 20 t. Therma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39;0 &quo0on-Impact8quot Opaque 12/3112022 Yes Yes No NIA Composiie Edge Fiberglass Single Door (In-hng70utsw ng, X configuration) 21 u. Therma Tru Fiber-Classio and Smooth -Star Nominal 6&M,0 &quo(Non-Impact&quot; Opaque 1 n112022 Yes Yes No NIA Oomposile Edge Fiberglass Single Door weth $idelite(s) (Irrsv6ng(Outswmg; XO, OX or OXO configurations) 22 v.Th-Jru Fiber.a.saicand Nominal S&"9;03quotNon-rrPact&quo1; Opaque: 12131/2022 Yes Yes No NIA Composts Edge Fiberglass Double Door wAth or without.Sideldes (InswingiOutswing: XXor OXXO configurations) 23 w ThermaTru Fiber -Classic and Smooth -$tar Nominal 8&#39;6 A.quotNon-Impact relit; Glazed 12/3112022 Yes Yes No NIA Composite Edge Fiberglass Single Door (InawinglOutawirLq; X configuration) 24 x. Therma-Tru Fiber -Classic and Smooth Star Nominal 6&#39;8 Squob.-Impact&quot Glazed IM112022 Yes Yes N. NIA Composite Edge Fiberglass Single Door with Sidelke(s) Q nsWrig/OunsW rig; XO, OX d, OXO configurations) 25 y. Therme-Tru Fiber- Classic and Smooth -Star Nominal 6&A39;8&quot;Non-Impict&quot; Glazed 121312022 Yes Yes No NIA Composite Edge Fiberglass Double Door uAth or without Sldelites tlnswing/Outswing; XX or OXXO configurations) 26 z. Therma-Tru Fiber-Classle and Smooth -Star Nominal 8&#39;0 &quot;Nor.lmpact&quot; Glazed 12131Y2022 Yes Yes No NIA Composite Edge Fiberglass Single Door (Inswing/OuhVing; Xoonfiguratim) 27 za.Therma-Tru Fiber-Cseeic and Smooth -Star ominal 8&#390& u.tNon-I act& uot. Glaze N q m d P q 1213112022 Y z o Yes N o Nf A Goon a®te E ss e Fiher laSingle Door with Sidel k6(s) (I nsswng/0utswi ng; XO. OX or OXO Confrgundions) 28 zb. Therma-Tru Fiber -Classic and Smooth --Star Nominal 8&#39;0&quot;Non-Irnpactliquot, Glazed 1213112022 Yes Yes No WA Composite Fudge Fiberglass Double Door vx1h or without Sidelites (Inawingl0utswh g; X(or OXXO configurations) Code TS Vmlw Manufacturer ReNsion zon MI Windows and Doors CMeaory: Exterior Doors subCategory: Sliding. Exterior Door Maori Compliance Method: Evaluation Report torn a Flodde RV tered Architect ors Licensed Florids Profess bnal Enpeuer FI,j(j5ss2.ae Prdrlott: see # Product Model. Number or Name 1 SERIES 420ALUMINUM SGD 2 SERIES 420ALUMtNUM SGO 3 BERIE542D ALUMINUM SGOREINFORCEO 4 SERIES 420ALUMINUM SGD REINFORCED 5 SERIE5420ALUMINUM SGO REINFORCED. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail contact. Entoin w& Licwrse &antSftllrnger Lots Roberto Lamas 17171385-3300 PE-52514 bed, garQ.I,h1.cam Product Desabtlon SERIES 420 ALUMINUM SGD OXO 145-314&qudx8o8xluot: NON -REINFORCED SERIES 42C ALU MINUM SGD OX. XO-XX 96&qu1;x80&quat PION -REINFORCED SERIES 420 ALL MINUM SGD REINFORCED OXO 145•.3148, quol�6&qudt; 8EMES 420 ALUMINUM SGD REINFORCED.OX, XO, XX 96&qua:x96&quot SERIES 420 ALU MINUM SGD REINFORCED XXX 143&q-t;x9e8quot, Validated By Steven M. Unch. PE (717)317-8454 Page 1 of 2 V52021 DWtg 2M pate Penano VOdiaad Submitted FBC Ano-4 Aoereivad status 10/08/2020 10106f2020 10J192020 12r152020 Approved Quality Assurance Approved for Use. Armrovggfor Use lfadact D6sl01 cantracr ExpirMloin Date In HVHZ outside HVHZ Resistant Pressure 12✓312024 No Yes No WA 12/3ln024 No Yes No NIA I2r312024 No Yes No NIA IZC12024 No Yes No NIA IWI/2C24 No Yas No NIA Florida Department of Business& Professional Regulation Building Codes and Standards Product Approval Application ation Detail Pas.I a V92021 9.211111 Eirmy or Dag Data Data Pandrno Date Tval, Vmlen ManWacmrer Contact Erwhreer - Llaens i Validated By Validated submitted FBCAphroval Aperovod Sta.. ReNsion 2020 Wayn DWJ-;a olvisfon of0venhud:Dpor D.vayne Kanlsh John E. States Jelfey P,Arneson, P.E. IWl22020 09=020 10232020 12/152020 Appr-d Corporation (33D)763-8121 PE-M737 (904)821-5200 Cahoory: Exterior Doors dKPMish@wayne-daltcrit 3 hCetagary: S.-H-1 Extaribr Door A sembi. one Compllance Method: Evaluation Report from. Florida Registered Architect or a Ucensed Flatlda Professlgnel Engineer P L#024SA20 Prbdubta - Ouality Assurance Approved for Use Approved far Use De rn see Product Modal Numbx or Name Product Destnptlot Contract Exaltation Date It, VHHZ Outside HVHL sl n Prey 3 8DW161 DOl8200 #9105 llallS, Max width. 14&#39: Max height. Glazing 12/312023 No Yes Yes +31.001--35.00 available In top or Intermediate se4tign. 10 8DD0/8100'8200#1123 16&#J9 Max xidth. 14S439 Max a' t. Olzln 12t31 3 h igh a g f202 No as Y Yas /-3. +3090 350 available In top or intemledleto section. 11 8000/810018200#1124 1Ge.XX Max width. l 4&W9: Max height. Glazing. 121312023. No Yes Yes +34,401--38.30 ayalfable in top or intarmedlate sectldn. Florida Department of Business & Professional Regulation Building Codas and Standard, - Product Approval Application Detail A20 Entity or mm version Manufacturer contest Enotneat&Licerrse Revislon 2020 Curries Division otAADG, Inc. Tom Rattoy UL LLC Category; Exterior Doors 1641) 494-2813 "Categon: ExteriorDwrComportems tam.reitaypjeaseaboy.co compliance Method: Certification Will, or Listing m Fu11837:FJ Products - Soo# Product Made. Number orN-a Product DescriWon 1 607, 707, 72?, 747, 75r, 777, and 847 Single and Parrs of Flush. Gloaed, and Louvered single, end pairs o4 Doors hollow metal doors. Validated Bu Tray p. Blsho P.E. f e54j &-07-0880 raga i a 1 I MJ202i ciao .lice Date Petldlna 2912 Vaadetad Submitted FBC Aunrovat AD.-d Status 1?110 20 134112D20 12211YD20 Approwod Qualy Assurance AVID-dfor Use Approved for Use Impact. Deis , Cantracl Emhatlan Date In HVHZ Outside HVHZ R.M.taM Prersi 12/312023 Yes Yes Yes WA Florida Department of Business & Professional Regulation Page 1 a2 Building Codes and Standards Ir)2021 Product Approval Application Detail y ;pq., +,,:.< -�``�' Y A -... - .. ..' Ea�,.�' .:., t ,4 S2✓"' -.,'� 3.. 4 �;m, .. code sionty or Data Date Date Panting Date T­ Version manufacturer Contact Enamaer &License validated eyvalidated dated swanned FBC Approval Aaoroved rs a us Roolon ZD20 MI Nfindcov and Doers .Brent BltlIDgor Amarran Architectural Steven M. Unch. PE IV172020 11M7020 1127,12020 Approved Category:)Mlndows 1717)365-3300 Memilocusers Assocratlon (717)317-e454 subCategorytSingle Hung 40t5nger@mNrd.crmh compliance Method: Cenfloatee Matt a Listing 9uallty Assonioca Aoora and for Use Approved for use ended Pesion Sits" Product Model. Number or Name product Description Comsat Expiration Date In HVHZ Outside HVHZ R.Sifil nl Pressure 2 1655H 52x72 FINFloge Frame O SG Single Hung IOf062023 No Yes No -,60/-60 IL.mineled Glees -4--e N N o L .� .t�I a- c V O O O O ^^11 W 0 Co LL_ .Cn Cn ^' W Cn O Q0 _O L .� �C/z'� C6 Z Z W J \v � 01 01 LJJ t� c' n tau c7 f�4 CiA "reC � N � ^4 (4 -s 03 M ti W cc to CID u Cu � � A r✓ N n, z W Cn 0 Q O W M� W H O M W G Q W Z Z Q _I a - SHEET NO. PA 1.0. (D Florida Department of Business & Professional Regulation Page 6 of 9 Florida Department of Business & Professional Regulation Pagel all Florida [)apartment cfBusinhg%s & Professional Regulation gap I oil Florida Deportment of Business & Professional Regulation Page I of 2 Co Building Codes and Standards 105,21)22 Building Codes and Standards Building Codes and Standards Building Codes and Standards tUM21 > Product Approval Application Detail 2 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail C 0 Entity o CeDate 2* Date PendIrrit Date clat. o," Pendiona Entity Data Data Date Pending loans Code thilor on Data Data DIX# Periling we lm Version Mahuf,,t,,r Contact Enaireer& License Validated By Validated Submitted FBOApproval Approved Stott, Cod. - Revision 202D Tha,m.-T,. Corporation Lyndon F Sob midi P. E Ryan J. King: P.E. 1 0JO712021 0918=21 1011312021 1211512021 App,.—d TYDO Version manufacturer coned, Engineer S Ultimate WhIatent itf Validated eLtmut W Anproyal ApproRed star- V-1can MarriantrChudil Comact Utcans, Validated EW Vlidatd S,befll Far Acaproval Acore-d Status T". vost_ Contact Vefidgi Vgfidii sulattld F&CARtsmaryal Approve Category. Exterior Do— (800) 843-7628 PF-43409 (813) 767-6555 Affig-tion 2020 PGT J.na M.rni-D.d. MCCO - CER Mami-D.d. 8=0 - VL 111105ROZO 1-105020 1IM12020 Approyed! Rom.l. 2020 MI Wridoansiund Doors BrentShlinger American Arch Rectural Steven M. Urich, PE 11"11,2020 10106f2020 101912020 Approved Revision 2020 MI wind—nd Doo. ar-ts"Mrpar Steven M. Wn, PE 11/2212020 llr22f202o lif:28,12020 Appro,ed -4.— Sub(Categorysimnging atorlor Door Asson-blics lijasperscinCetermatru.Go vftd—s (941D 48"100 (766) 315-2590 Category Vaindows J717) 365-3300 (717)317�8454 Category: Winduait, (717) 355-33M Association f7ll)317.8454 =3 M Compliance Method: E�Iugtion Risportfrom a m subcategory: Since Hung jr,ximski@pgrindustries,i; SubCalegar1r. HorizonotiSider tusitlinged5,minicizom Subcategory. Fixed -0 o CIO Florida Registered Ancruthaot ors, Licensed Florida Carniflanctl M.0110d: Cartilicalon Mark car using om Compliance Mthoat Cnerfiftrion Mak Listing Compliance Method rantifiction Mark Listing C) 0 'E? Professional Engineer PLAZU-It2lift.thict, FL*153U-NI4 Products L_ — L_ (D FL#20461-R7 Products GRAIN hisurstrape A=-,d to, Us, Approved fair Us, Inneact cme, A,.—. Approved for Us. Approved fair Us, Impt c,si coust, Assurance A—,-df,,U,, Anarovad for Use harsect Doslan 0 CL = —2 3: QuallityAssmse, Approverijiforblile Approvedfor-Use imparot Deslan $an A Product Model. Number r Natne lialtrationDare In HVHZ Quirsch, HY8 Resistant Pressure S_# 2=idt fil Numbor or Me.. Product DeRcurlticin C-kd Qat, In HVHZ outside HVHZ R.Mstaal P—sura am# Product Model, Numbs— literge F!r0dkKt Desolate riti Expiration kjM In HVHZ Outside HVRZ Resistant Prassure 0 LL — S.q X Product model, Number or Name Product Description Contract Expiration Date in HVHZ Caltsfide HVHZ Resistant pressure 2 H5500 (Large in,p.ot) Viry Single H.nlj;Vr,d- 07M,Q025 Yes Yes Yes NJA IHS 186 Fln and Prange F,ons 73.62 Insulated Class 02/16,'2024 No yes No +55/-55 i 185 low 73 t`2 riisuil.t.d 34— 041OV2023 No Y. N. +60/-60 1 a Therme-Tru Pber-Classic and Smoodi-Staf Nominal W39,8 &qwt:,Noh-lmpauct8q,uot Opaque 1 WV2022 N. Yes No NJA CIO t.j co Composite Edge Fiberglass Single Door CD C) > Onswng/Outai X configuration) E 2 b. Thernno-Tru Filow-Cassic, and 8mocAh-SIar Nominal 5il#308 11quo(Non-Impact8quet, Opaque 121al/2022 No Y.. No N/A Composite Edge Fiberglass Single Door with (D adeite(s) ftevying/Outsving; XC, OX or OXCr cn Cn -41— oonfig—ti ... ) 40 CIO 3 c. Therma-Tru Fbor-Cessienrid Smooth-Stgr Opaque 12/31/2022 No yes No NJA CU — _iR-0 Fiberglass Composite Edge Double Door With or < without Sidelibas (InsmrigVOUtsiviving� XXor O)C(O U) 4 d. Tharme-Tru Fbe,Clessic and Smooth -Star Nominal 7SA39,0 Opaque 1213112022 No Yes No N/A Composite Edge Fiberglass Single Door (;m;%v1n_WOuoawmg; X configuration) 5 a ThermeTru Foer-Cessro and Smooth -Star Nominal 7&939,0 &qucctNon-1mpao1&qu.t; Opaque 12131f2022 No yes No WA Composite Edge Filbargism Single Door with Spaits(s) 5nawnolOutswrig; XG, OX or OXO configurations) 6 fL The,ma-Tw Rber-Clasl. and Stntucith-Str Nominal 8&#3S;0&quotNon-Impact&qukct Opaque 1213112022 No Yes No NIA Florida Deportment of BLtsJrws & Professional Regulation aeI of I Florida Department of Buginess Professlonal Regulation Pass I ell Florida Department of Business Professional Regulation aeI �1 Composite Edge FIberglass Single Door Building Codes and Standards l5rimi Building Codes and Standards Building Codes and Standards 102021 (InewnigiCutsving, Xiconfiguration) a! 7 g. Themna-Tir,l and Snigoth-$tar Nominal 5&#39:D&qiJotNon­rmpaa;t&quicL; Opaque 12all2= No Yes No N/A Composite, Edge Fiberighass5inglis Doo,with Product Approval Application Detail ProductApproval Application Detail Product Approval Application Detall Side (I nswriglOurtswing; XO, OX or OXO 8 h. Themna-7m Filber-Classic, and Stritioth-Star Nominal 69#3g;0 &qu.t;Non-Imp.e*..t; Opaque 1251 �2022 No Yes No NIA Composite Edge Fiberglass Dou ble, Door with or Without Sidelites lfn&w1ng/OuIswlng, XX or OXX0 net- coca Panding, C-4. Entitv, 3-la Cat, pending Data W. Us Vto Piandfinta, configurations) ontacEnalneer & "hi By welidelts'! Submitted FBC Approval WrAipin Ctoot EnW-,r JR Uournie Validted lav Validtd FOO A,, —I lipproav, Type Version Manufacturer Contact Endint,or & Ua",, Validated By Validated fthiparit.d FBC Approval Approved ,status 9 i. Therma-Tru Fiber-Olassic and Smooth -Star Nominal 68#39:8 &quot:Non-fmpact&qup,t; Glazed 12131=22 No Yet No NIA Affirmsilat 2020 PGTInclustrien, Joa R....16 MI..I-Dcd. SCCO - CPR MhomikDade SCCO - VAL IW512020 11,05,2020 1 III i/2020 Al>pro.*d R—sion 2020 MI and Do.. Brant stlinger Lot, R Lom", PE Slever, Is Union, PE 1NO12020 10106nm 19JI9)2020 12M5020 Approved Affirmation 2D20 PGTInduatr1ce, jans, R.—I'l W..I-Dde BCCD - CER Mia.I-0.d.SCCD-VAL 11105M20 ll/05J2020 1 Ill V2020 Aprr—d Composite Edge Fiberglass Single Door, Cat.q.tin wInd.v,s (941),1136-0100 (Tsi)) 315-2500 cad.g,ay! in(717) 365-3300 PE-62514 (717)317-8454 Catgry: Wind-11 (941)486-0100 V86) 315-2590 (Insvii,inglOudgwing: X Configuration) 8.1oc.t.9.1y: Ffa,d Iroso,skiepgtindustrose S.IhMtogl.ly: Msen. S.IIIC.Iectry: Iresoinkillipgaridulimeoc 10 J. Therma-Tru Filber-Classh, and Smooth -Star Nominal 5&#39�8 &quotNon-Impatd&quot Glazed 1213112022 No yes No NIA arkC.mplln,a method; livskajo Re L Pon Ir.m . Cornplionco Method: Certification Mark or Listing Composite Edge Fiberglass Single Door in Florida Registered Architect or U—sed Florida Side, Re(&) (I nswirg/Ourtsiing; XQ: OX or OXO Itntife—W FL,1021ill-RUPrdU configurations) 11 k Therma-Tru Fiber-Clamic and Smooth -Star N minaf8A#39:8&quotNon-lmwct&quotiGl�ed 12131 t2O22 No Yes No NIA A,,,A,— A—vadIcause ficarroved for USA lim ... t D..Wri FUM653,115 Products QuallhAs3urnonce, Auctioned for Use A,r,-d for U, bElud D-len Composite Edge Fiberglass Double Door with or So-# ProciW Model. Numba, Ithemis Carcartact Expiration Clatir in BY42 wal HVH Resistant Pressium Sao# Produot Model, Number or Name, Product Ittillsortudgin cntract Expliallm Co. In IiV11Z Quiside WH Resistant Pressure without Sidailbes (Inswing/Outsming. XX or OXXO 5 PW-5520 il-arge, Missile lmpa,n� Vinyl Fh,,d Wrd— 04�30)2025 Yes Yes Yes NIA Quality Assurance Approved! mr Use motor I Mulicans for #At Dom an it Wilidws, Aluminum hilullions 05f26,2026 yes Yes N)A configurallons) INA Produc,tireadall. filumbarot-1,12mar Contract Expiration Date to liviliz outside HVIIZ Prassuns 12 1. Therma-Tru Filber-Onsic and Smooth -Star Nomiml 7&#39;D&qLatNcn­Impacftquut Glazed 1213112022 No Yes No NIA 2 5784 Vertical Ai..bum Mullion IMIJ2024 No Yes Yea N/A Z Connicceitz, Edge Fiberglass Single Doer X wintguton) 13 m. Thmmo-Tro Fiber.Classi, and Smooth-Sta - Ncurnatial Grazed 12)31=22 NO Yes No NIA C po.iteEdg.F",begia.S,,gL�D�,yAth Onawm9fC.tswing; XO, OX or OXO configurations) 14 n. Th.m.-T. Fiber-Clotak, and Sm-th-Sor Nomlival Glazed IMI)`2022 No Yes No NtA Composite Edge Ripargese, Single Door �Irgav,angiCutswhg* X configuration) 15 Th.—Tin; and Smo.th-Star Nominal 6&#3g;0iquot:Noh­Jmpact&q^ Glazed 12151 Q022 No Yes No NIA Ciornp-ste E dg- Fitcarg lass Si ng le Do., with sid.iite(s) (I n swiriglOwts*ng � XO, OX ioi� OXO Florida Department of Business Professional Rogulartodin No, i ll Florida Department of Business Professional Regulation Page 2 of 2 Florida Department of Business St Professional Regulation Pass ll of 2 16 Therma-Tru Fiber -Classic, and Smooth -Star Nominal 8&#39;D&quot;Non-Jmpact&quot: Glazed 12131r2022 No Yes No NIA Building Codes and Stariclards, 1 X12021 Building Codes and Standards 109021 Building Codes and Standards 102021 composite Edge Fiberglass Double Door Won or Without Sidelites flnswing/Out�jfg: )(X or OXXO Product Approval Application Detail configurations) Product Approval Application Detail Product Approval Application Detail 17 q. Thorma-Trut Fiber-OlI and Smooth -Star Nominal 08#39:8aquotlNon-Impactiliquot. Opaque 12131=22 No yes No N/A Composite Edge Fiberglass Single Door with Transom (lnsWng/Oufsv[ng; OIX configuration) IS r. Therma-Tru Fiber -Classic and Smooth -Star Nominal 68#39;8&quotNon-Impac,t&quot Opaque IN5112022 NO Yes NO NA Code wity Dam case Date Pending ]i Cod. DelaYarclin, C—p—dis Edge Mixergliass Single D..-Ath "do Emus or Me Data occo In'"1111151 R" Dor- 420 PA2 and Ter— C/XO. Tv". Version Contact Encrineer & License Validatd a, Validated Submitted M ftm..l Am,,d Status Version Manufacturer Contact Vlidted ik, Validated Sbri F&C A-,vM A,,,,,,d &at,, Version Manufacturer cartt Issidneer a License Validated My Validted Submitted FBC Acippeaval Approved Status 01OX or OICIXO oonfigurationall Revision 2020 Jarnos Hardie sulking Products, In, Chad Depots V, Aii, Tort John Sthond. P.E. oi/13512021 12JI4,020 01156/2021 ding FODAppr, Revision 2020 Alialcle Nick Thomipson Lyndon F. P.E Ryan J. King, RE =15/2021 02P512021 02r2Z'2021 0411W2021 Approved Revision 2020 GAP Mich..1 Bush Robert Nliand­ Jonh W, Kn .... lch, PE 0126f2D20 (1812IM23 10,WM020 1211&N20 Appro,,.d 19 a Thermai-Tru Pher-Classic and Smooth -Star Nomi�16&#39;8&quot.Non-impa�t&quot Opaque QMf2022 No Yes No NIA cal.g.iryt panel Wlls (509) 545-0359 PE-N&62 (352)367-2526 category, panal Wall, l330)922,2389 PE-43409 c613) 7B7-3555 Ctegy. Roofing (601te 760-34ii PE-W66 (K4) 772-6224 Composite Edge Fiberglass Single Door with Subcategory: Sdng Z.bCalhosertr; Soffits, nth—i,e-&lad­ AspholtZr,irgh- .2flarbegaf."m Sdeli*.) 0 XO, OX or OXO Compliance Mildrock Evaluation Report tom a Compiler- Method: Ev1-tic, Report froar, - CoampleZ, Method: E-lualJon Report fmm a Continuous Headl and Sill config—thur,a) Florida U—sec Flo6d. Monde Lict—d! Flotd. Fluids R atrodAchitectore Ljoarnsold Florida 20 t, Th.nna-Tt-ui Fib.,_CI.svc, and 8—th-Sttur 89939:0 Opaque 17J3lr2M No Yes No WA P.f.111-Ed Elginale Professional Engineer Composite Edge Fiberglass Single Door with Sidelite(s) OnswinglOutming* XO, OX at OXO F W3192-RD Prod,da FLM5277-95 Prdva, FLA"111124-R211 Products Continuous Head and Sit configuraborea) 99WIty Assurance Apperovellf,irths. Approved for Us, Impact Dealer, O-Ift A— A—.v,df,,W, A—vedforkles, 1113MI121 k2im Quality Assurance Approved for Use Approvd for Use Impact Design 21 ii Therma-Tru Fibar.Classic and Smooth.Star Nominal 6=39;8 &quqt;Non-Iquict&quot; Glazed 12MI112M No yes No NJA Composite Edge Fiberglass Single Door with it" Poiduct Model, Number or Name ProduO DescrIcillo Contract Unlrtion Date In HVKZ outside WHI essanPremn, 0 loracau.t Model, likstabare, Me— Product Caserliston co,ritract at. an HVHT Outside HVH RaIthtst"t Pressure lorduo Model. NuercIr Name ficeduct C"ract Data In HVHZ outside HvH Sidaroa(s) Q nswinglOutswing. XO, OX or OXO 1 Cmp4ok Lap $idhg I.P.idirig 12J3112la23 y. yes NIA NIA a. &.iPo:2T&quQt aoffit Vot.r Sold Vinyl Soffit 12131,2023 N� Y,� No NZA I GAP Asphalt Roof Shingles Fiberglass reinforced 3-teb, arrinated. 5-tio and 12jl6aQ22 Y., NIA NJA Continuous Head and Sill configuraticarne) 2 Herdradehak Lap Sidlrg 111her-cannot lop aiding 12JSi/2023 Yes y. NIA WA 2 b. &quQt;AR­cs r4a,quca: Scroll Vent .1 Sold Vinyl Sark 1MV2023 No ya� No NUA ho/rid. asphalt 22 Therma-Tu Fiber-Classio and Smooth-Str Nominal 8&#39:0 &qkRptNcm-lmcaot&quot: Glazed 1 nlf2= No Yes No INA 3 c. ll,qut�Graaribrlhur vintge Sent Vent or Solid Vinyl 80flit lW112023 NO yes No NIA Composite Edge Fiberglass Single Door with 4 d. sUquot:Q5&Auot; Soffit Vant or Sold Vinyl Soffit lml=23 Yes No NIA Sidellbe(s) onsoAnlyOutsviing XO, OX or OXC, 5 8putLCh.1I1.1 O.k&q..t; Sint Vent or Sold Vinyl Soffit 12/31=3 N. Yes No WA Continuous Head and Sill configurations) 0 I sparill9-1; gait Vot Sold Vinyl Soffit 1213172023 No Y.,, No NIA 23 w. Thermo-Tru FlIber-Classic, and Smooth-Ster Nominal 59451i &quot:Non-Impact&quot Opaque I 213112022 No Yes No NA Composite Epij a Fictorg law Due r Panels vlh Vented C= finsiting/Outswing; XX XXXQrXM =3 CL C.'s 1-4 24 Therma-Tru Fiber -Classic and Smooth -Star Nominal BM9;0 &qwtNon-lmpaGtaquot Opaque QiSV2022 No Yes No NA CompointeEdlie Fiberglass Door Parvalswith Vented Sidelite(s) (I risvinglOutswing. XX XXX or X>Q(X 21. y. Thamr.-Tnu Fiber-Cl.mit-cl Smooth -St., Nominal 63039;89qLRut;Non-Imjusot&quot Glazed 1 2131f2022 No yes No NIA FlIcs,gh.. Coo, Panalkiwith Vented Sidathoe(s) (InswingloinavincQL XX )=p,X)= Florida Department of Bu*eas Professional Regulation Pagel of I Florida Department of Business & Professional Regulation Pea. 1 oil Florida Deportment of Business & Professional Regulation Pagel oil configurations) Building Codes and Standards lois"2021 Building Codes and Standards 102M Building Codes and Standards 11512D21 Nominal 8&#3!g0&quotNon-lmpaG1&quot: Glazed 1213112022 No 28 Th—T. Flt—Classic One Smooth-Sta, Yes No NIA Composite Edge Fiberglass Cocr Plunalsvilth Vented Sidelite(s) OrAwnglOurlswIng. )Q� XXX or XXXX ProdUCtApprotrall Application Detail Product Approval Application Detail Product Approval Application Detail MinfigUritticur1S) C93 27 Ther—Tw Fiber-Classict and Smooth -Star Nominal 6&#S!?,8 &puctrion-Irripact8cluot; Glazed 1213112022 No Yes No WA 'g—posre Edge Fiberglass Single Door with 3&#39;0 on=1 idalite(s) OnsinainglOtsvving: XC. OX or OXO configurations) Cod. pai. 2a Dete Pocine Data Cod. Emiloror coo Date Cat, Pening Pa Code Ellft P—M. Doe clat. Pending 20 28 zb Therma-Tnj Fiber -Classic and Smooth -Star Ncmnin. 1 6&#3913 Squat Nond mpad&quet, Glazed 12131IT2022 No Yes No N/A Va.[- Contact Encti.ser & License Validated ars, Validated Sulteritted FaC Approval Accuo 1111tal.— T"co. vorsiont milialLujkolit, Contact Eroirautr& Uatereup Validated B, Validated Submitted Fac A.Dr.a. straus Typ- Varelon Manufflacturan, citrilact & IU_ Validated By Validtaill SLbltt.d FSC Awro-I Approved status CC Composite Edge Fiberglass Double Door with 2020 TAMIKO 13,uldfirg Prrd�cts LLC Korl Edo Robot Martino, John W, Knezovich. PE 10M412020 09f29t2020 101IM020 17J1512020 App—ol R.A,00ri 2020 L.N. Tinompeon, Int, doe Thompson Architectural Tony Chriatimen Zadhouli R. Prist Steven lit Urich. PE 09117=20 09/16f2023 09J22J202a 12ri5m2o Approved Rovr- 2020 Florida Made] Products Inc. carkint" James L. Sackr P.E_G St—m M.Urich PE 09.127f2l)20 06r,512020 10C,IM20 1211&2020 Apip—M 3&939;0 Sidefites Category; Reading (417) 624-S544 PE-50166 iO54) 772-6224 Metals Compary tTAMCM (813) 248�34511 PE-74021 i7lT)317-8454 Catogont., Roofing u904)7834400 C RUCK EnneenglT17� 317-8464 E 29 zv. Therma-Tw Filcer-ClAssio and $mooth-Sbar Nominal 8&939;0 %qvcx:Nim-Ir­paot&quQt; Glazed 12/31=22 No Yes No NJA SuloCatiall Underatimall, Uegoy. Roolling oyQuerrelanocifircocrin S.InCethig.ry: Rcefing that an PE-31242 Subcategory: Ronfing Acialsoores that Integral Pan fth. RoolingSlit.. Composite Edge Fiberglass Single Door with 38439;0 omplianee, Method: Evaluation Report front a Integral Part ofthe Feeling System mthod; Etil-Gon Report from �Sridelke(s) (InswinglOuteWng; XQ OX m OXC, Florida Architect an. Licensed Florida ngieerCompiler. Method: Evaluation Report fir— . Florida RagIt—clArchits.t.- U—sed Plod. _C Prosal ... I Engine., 30 zd Therma-TruFjber-Clasaic� and Smooth -Star 116aquatNon-Implact&qUot; Glazed 1213112022 NO Yes No NA FlorldaRegistereprchiftectora LicanseciFelcla Composite Edge Fiberglass Double Door with P1,012US-RO Products. Professional Engine" FL#2Is1Rn�2'P,gdupIs 3&939;0 Sid.firtes (hr,Wng,(Out-Ang I OXXO Q,,Iit, A—,,-, A—wl I,, U aAcapI for Us, Imead coastal F Lot SRI 11,143 Pr-oducts on'llo.'atIc,n) Quality Assurance Approved far Use Approved for Us. Impact Design 31 za Tharma-Tru Fib—Clessio and Stmooth-Stair Norninol 7&#39;0 8quot11on-Impacts,quet. Shaker 12131 r2022 No Y No NIA 4i-A Prgd�ot Model, Number No— Product Destitution Contract Data 1, HVHZ 0,td, HVFIZ Quality Alsur"Ince Acarovedfartat, Achievd far Use impact peaks, Product Model- haumb., or We.. Prachad 06—illi _QA1 an HVIHZ Outside HVHZ Rsistant Prasau. Seri- Composite deGlazed Fiberglass Single 1 TAMKO Roof U.derayments (HVHZ) far use in F BC HVH2 0512912023 Yes NO NIA WA §11111.1 fanuch.;ct Model. Number an Nam Product D,,cMtW� it In HVHZ ouishoaa HVHZ RIndied Prassurs 3 3 - FLAMCO &quot:RV 10 Ridge Aluminum Ridge Vervit lor pitched MIS fabricated 12131,2024 No yes No NJA Do. r Win car without 1 U39:2 Scielithel(s) ]urflidejons. 1 TAMCO Flat Top Off-Pitchgo Vent with Sells lot Tic 20 ga. static ropi'vendletror �flh baffle Q9M/2= Yes Yes 14 1A NYA from 0.025'Aurninum (InsvoingfOutwing; K OX XO or OXO configurations) 2 TAMKO Roof II,lO1N­HVHZ) R-1.ndedayments for us. In PBC n.-HVHZ 0&2912023 No Yes NA WA 2 TAMCO ca—eck Vent 20 all. 0910012M No Yes NiA .Qi­52Z 3 TAMCO Off -Ridge R..fVgI B.fft 26 ga. stanlo rool'vollhatorvAth Integrated baffle 09M12M yes Yes NIA WA 4 TAIACO Round Top Off-RIdge Vtwith Battle for T11. 20 O& static rool'vendied—nth baffle WOM026 Yes yes NIA 14/A Florida Department of Business Professilonal Regulation page I of I Florida Departniont of Business & Professional Regulation Page I of 3 Florida Department of Businiii Professional Regulation Page I r I Florida Department of Business and Professional Regulation Building Codes and Standards WJ2021 Building Codes and Standards IffI2021 Building Codes and Standards 1125022 Building Codes and Standards 3/15/2022 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail W Code "Ity Dal cars Data Peri Data Cod. Brute Data We lost, Pandle, 0o, Code Entity Date Date Date pending Date Type """. 111-ghtchurnar c,antact Validted By Validated sub�Otted Fee Approval A-,,w T-c Moural Com"t Enatineer 9 Witerea, Validated By Validted subitted P13C A-.v,l Approved T_ Vorsion Mancifactu Contact Engineer & License Validated Vlidted Submitted FOG Approval Approved $11aty rL#6259-R31 R-wor, 2020 L—noo Kl. Jolley Jon. L R.oknar, PL tevenM, Ud o,.PE 11123M20 1V2W20�0 11,20020 ding FSC Appi- ReMelon 2020 so.[ pt,derg Anderson, Rel. IAPMO Unit— GwyVV.VValku I 1/03T2020 IfiUM020 111D92020 Appre,ec! Revision 2020 Global Protection Products, LLC, Tim Robinson Walter A Til t Jr, P E. John W. Knez,soich, PE ODIGBM20 09/01112020 10/01= 12fl5r2020 Apron—d Code Eri 0 Date 2?—ta Date Date Status Category: Rotting (601)983-6163 PE-�1242 l717) 317-8454 category: Floating (801) 380-6091 S.M­ LLC, (205) B54-OIN Category, Shutters (954) 689-7645 PE-44167 (954) 772-6224 (D jyM Version Manufacliturer Contact Emb-me—r& Validated B Validated Submitted Pending ARproved Approved Subc kjdayiplomance.— S.b(ttgarr_ Recalling T11- StiloCategolty Sturm, Pon.[. tim.ncbmson@,9ppentcom _y Integral 7tofthe Roofing System Cornialb—A Method: Evaluation Report from 2 Compliance Methi Evaluation Report from a Revision 2020 POLYGLASS USA MauryAlpert, License John W 1Dt2SQ020 10li'22=20 FBG 1211512020 OcarapHe... Meffied: Eed.utican Reprt from. Product E-luagon rellty, Florida Registered Architect or a Licensed Florida Category: Roofing S9S42331330Smalpert@po1y9Iass_o*rn Robert Niaminen Knezevich, PE Eli Florida Frognatemol Archrta,,t ., a 1-hoo sed Fiord. Professional Engineer Su bCatagory: PE-591 68 (954) 772-6224 11f0112020 EneerFU0734s.R12 Products FLAW74AS Products Underlayments FILI117202-Foll Pducts Quality Asstrmc_t Awroved for Us, Approved far LAU Imitator D-1- Compliance Method: §2" ouch, HVHZ Wied, HVdZ Reaugoint Pjap—re, Quality Assurance ApprovedforUse AppmoyedforUsis Impact Deshmn Mo., r me— Gats QuallyAssurinice Approved for Use Approved for Usti Impact Desion 16 �ritry as. Split Old EngINI, Flat Profile - O­varL Cc Ql=() No Yes WA WA sit Product Model, Numberar Name Product Daguaripun Contract Expiration Era in HVH Outside HVHZ Resistant Prienu 17 Saxerry,3013 - Slate. Shide&urp: Split Shake Flat Profit. - Stockton � CA 12/3V2022 Yes Yes yes NIA Evaluation Report from Sao Proalunst Modal. Number at Name Product Dscription I, HVh1Z HV Resistant pressure, Thatch &..p; Impact 12131�2021) No yes MIA NIA 1 20 Gage Galvanized St -I Stcnrm Paune1siHVHZ Conugated Galvanized Steel Stei Parel. retained a Florida Registered I Daek-Ail DA-4 or TRI-Built Deak-A, DA-4 Lu, Pr.R.. P.1wropyl.. plastic, R..fV.,t 121100)25 oeso9761-97-5 or not by tracks to provide hurricane protection, Architect or a Licensed MachanicallyAttached to Plywood Deck. 16 8.cany 600 - Ski., Shake lhamp; Split Shake Flat Profile - skCA QWr2020 No Yes N 1A WA 2 24 Gage Galvanized Steel Storm Pane4lNHVHZ Corrugated Galvanized Steel Sturm Panels retained 12J31M22 No Yes yes NIA l!) Swo,y 700 - Shake, Sale 4orI ellif Shake Flat Profit. - Stockton I CA i2ISV2020 No yes N/A NJA or net by tcks to provild. huricane, probtionL Flonda Professional 20 6h.ka, Split Shake Fiat Profile - Raft., CA 12131,2020 No Yet N(A NIA Engineer 27 Teas Espana I Barcelona High Profile - Katy. TX JMIQ020 No yes NfA NJA FL#6269-R31 Products 29 vll. L— Prfile - Katy, TX 12,3142020 No Y.a MIA NJA 2UAW_A0MMD_q6- Aqproved for Use AW_D_ytjjUjLjj Im= 139si i.—qL# Product Model, Number or Nern Product Descriego Contract EN�ratjon in HVH Outside H Resistant Pressure Dato 1 Polyglass Roof Underayments Rooling underlayments 1012112022 No Yes NIA 4NIA/-622.6 I Polyglass Roof UncerlaymentS (HVHZ) POlygess roof underlaymerilts for use In FB0IZ`23r2023 Yes No VA NIA HVHZj,,I.d1dI.na. 2 Polyglass Roof Linderlayments Inon-HVHZ) Polyglass roof underleyments, for use In IMX2023 No yes NIA -WAI-622.5 > FSC non-HVHZ juradlothons. Florida Department of Business & Professional Regulation Page 1 Or Florida Department of Business & Professional Regulation Page I oil Florida Department of Business Professional Regulation Pagel 91 CZ o 1 Polygram Roof Underfayments IHVHZ) Polyglass roof unclerlayments for use in FBQ1212312M Yes No VA NIA L_ HVHZjurlsdIC"cxngL Building Codes and Standards lr�5022 Building Codes and Standards Building Codes arid Standards 2 Folyglass Roof Underlayments Inon-HVHZ) Polyglass houlfurcherlaymneni use In 1212312023 No Yes NIA -NIAI­622�5 0— F80 nun­HVHZjur1sded1on,s. Product Approval Applicattion Detail Product Approval Application Detail Product Approval Application Detail I Felyglass Roof Underlayments (HVHZ) Polygess roof undeflayments for use In FBC12r2312023 yes No NIA N/A HVI-lZiunrisdictions. 2 Foolyglass Roof Underlayments �non-HVHZ Polliglass roof underlaynn ents, for use In 12`2312023 No Yes NJA 4NiAl-622,5 rode Entity a Data Date Data Pending Ent"y 2* Date, Date Pending PM o Do. We Dart PondIna Data F8C non.HVHZ jurisdictions. rvillat, Verslorl Manufacturer Contact Engineer & I-i-inse, Validated By Validated Submitted F13C Anotaval Approved Status ersonManufacturer Coolant EnctireerilkiLloareep Validated W, Vlidated sospithd EOC A,,,, Approved §LRLA TV- Manufacturer cooled Enkes, & Lcants, vndetta 5, Validated Subrinitibid FBC Approval Approved I Polyglass Roof Underlaryments; (HVHZ) Polyglass roof underlaymentsfor use In FDO12J2312023 Yes No NIA N/A Rwision 2020 All American Shuttersand Glass Mike Barbieri Frank L. Bannard.: P E Troy Bishop, P.E_ 1012812020 1011512020 1 1 0020 12115/2020 Approved 2020 Alpine Stuart L..a ICC LLC Wife. M. Rol.n. PE OaI12020 i CV2212020 1 IM/2020 V46t�020 Approved Rha�ao. 2020 CiRmarnarcial Coriqato, Robert 131111, Samuel A. Greenberg John Hay 12J1642020 l2naM20 1212SJ2020 ddg FBC Aigur. HVHZjuri.dictions. Category: iluthers (561) 712-9882 FE-0046549 (954) 247-OBBO category! (321l710-3377 (407) 681-1917 cologiory: Structural comporitrize; (64 �) 659-�707 PE-34245 052l 586-5311 2 Polyplass Roof Underlayments (rton-HVHZ) Polyglass roof urderlaym ents, for use in 1212M4023 No 'Ye, NA -NIAI-622Z subcategoryr, Storm Panels mikeo@alomericanshutte, Truse SUb"000rin Products Introduced as a Result of FRIC ­mn-HVHZjun.diati-s. CoMplillulwMethad: Evaluation Report from a re.com Cons,11— Mtrical; Report from Florida RegialefedArchlbactor4 Licensed Florida Product Evaluston Entity compliance Method: Evaluation Raw from a Professional Fh�;in.er FL#lSg9-R7 Products Florida RIiIstareeclArchit-4ta. lic,ensed Florida FLO1 70S.R3 Products QuelyA..— Apponovad for We Apcsroliadf� Use Impact D,,lq,, Fi.MT?44tsPnao1(a;t QuelitfAssurarme Aroprovedfict-Urse ApprovedforIJ Impact Design Soo as Product Moda. or Name product oescilotho contract Exaltation Dart In HvHZ oulaid, HWZ Resistant Pre'sol Sag Prod uct Model, Num bar or Nam Q Prliuccl, Description, Contract Fxpration Date in HVHZ Cutider HVHZ R"Istall Pressure I TW BOG/Alpl. Higher ft-Uhh, Ill &Imp: 8) M.tal Plat, 1MII�024 Yes Yes NiA WA lQuallh, A,isunisaclo ApargonadircrUs. A,r,—d for Me Irm.act U.Sican 1 249. G.1vairitzed Steel Storm Panels 249a Galvanized Stee[Storm Panels 1261n022 Yes yes Yes NIA 2 ITW BOGfAdona Hinge Plate Mate connector Plate lWV2024 yes yes WA NIA S-6 Pro" Modyl. Number or Mutant, Product De"rlMm cointracrt Explieflon Date In livHz outside H" Ristant Pressure 3 ITIN BOG/Adiolne Trulax Metal Conntor Pwa 12f3l/2024 Yes yes NiA NIA Costly Precast or Corrannercial Concrete Proctucts Pracest it Preat—d Ludefle D5125/2024 No yet N/A WA 4 iTVV BOG/Algin. Mv. Metal Corrector Plate l2J31/2024 yes Yes NJA NIA U) L) Florida Department of Business & Professional Regulation page I of 2 Florida Department of Business & Professional Regulation page I at Florida Department of Business Professional Regulation Page I `2 Building Codes and Standards 101S,202i Building Codes and Standards d(NaU21 BuildingCodes and Standards Product Approval Application Detail Product Approval Applicadon Detail Product Approval Application Detail 7 LLJ Code Dat. Date lo-dino a*, odeEntity or Data Ulat. Data Pending Doe 000 smilly Part 20 Data Fortino 1:111111's Top. Version cnted Enhmser & License Validated By Validtd .1,�itd F5C Am,y,l A —vied Star-- 714- version lighululanclunir contact Snalnums oVskjaned By Validated Submitted PSICApproyal ApwpveO Status Tvu- V-1., M.W.Lir, C-11.0 Enom— S, uppme. Vlidated Sit Vialklated Submitted FUC Approval A,--d 61-b. Rodsion 2020 MIT., Inc. Erin Walden ICC Evaluator Service, LLC Co Evaluation Seneca. DILM Ir2021 0911OM21 cueflM021 App—c! Reision 2020 Weyerhaeuser Rle Sald,,,in ICO E-1-4on LUC Iiia Lh—. P. E DW2/2D21 10113IM20 02103,r2021 Apipro�d Affimi 2020 Alph.Alurinurt, In,, Jose Sr Luis R. Lomas Blever, M. Uro, PE 1111a,7020 1111ar2D20 1 V20/2D20 Approved Component. (952) 6M-6635 LLCL Ctgory; Comp—ts (253)924-0476 l000) 839-3288 Category: Panel Wells f407) 509-200B PE-62514 1717) 317-8454 Trusa Rtes -.1dentprnfl.com (201) 599-SBOO SubCategion, Engine ad Li.mb,, Subcategory: 8.Mts Z Compliance Method: Evaluation Report from a Compliance ffiefthod. Evaluation Report from Cormohmite Method: Evaluation Roart front product Evaluation Entity Product Fyalu.dit Entity Florida Registered A,einitiect U—sedi Florida FU#21 irleftli Products Professional Engineer 0,aft Alaunstato A . re . d far Us, Aamov,d for Use lecoat loashop I'L44544.10 Prelude CarellyAliiiurance Approved for Use Approved for Use Impact Design $ad A Product Model, Muniblir or Natme Product Description Contract %xvinitlon Date In HVHZ Outside IN Resistant Pressure Sao At pl.duct model, Number or N Product Dissection contract excitation Date In IivNZ Willchil HVIH Resistant P10680110 Quality Assurance Approved for Use Ariprorinal for Use Impact poslog I M18AHS 18 go high strength truss oonnootor plat, 12/31M22 Y.. yet N/A NiA I rigarollarn LVL Larrilinated)(analor Lumber =31=23 No Yet N(A NIA aw ftgd,,t Radek N,,rh.r,r Nam product Contract Date in tri outside HVHZ R,Malaunt 2 1,4156143 Is ga. super high strength truss connectorrocito 12131,2022 yes Yes NIA N)A 2 Perbiltim PSL Parallel Shand Lumser OWSV2023 Yes NZA NIA Alpha NuminumScitc! gamp�Versad Alimilnum6offlY &Jobs Aluminum 0011,16amp; Vented Ausimum 0713=023 oYes No NfA 3 W116 i6 ga. truss connector plate I 2131 r2O22 yes Yes NIA NIA 3 Train Scotto! LSL LoralmtW $trend Lumber OY31=3 No Yes I4,A MIA 4 MT18HS 18 g.. high strength truss plate 12/31QO22 yet N/A NJA 4 TJ M. Board StructuraCompeallte, LumbarorOdotedISInand o3j3l=23 No Yes HIA NXA CMU 8emin; Wood So"VCMUs.mp�vv_o1 I be dRMB.ard 5 MT20HS 20 ca. high strength truss plate 12131CO22 yes yes NIA NIA 5 imR ... d Oriented Strand Board Rim Board 03131(2023 No Yes NZA NIA SHEET NO, a TLIS, MTi8 is go tru. ..ne..,plat.. i W3112022 Yes rl tA NUA 7 TL2 0, NTT 20 20 ga. truss connoctor ptiltias 1213112022 Yes yes NIA NJA August 10, 2022 I I PA 1.1 N Florida Department of Business & Professional Regulation Pawl ai 2 Florida Deparanerot of Business & Professional Regulation P.sa I al Florida Departlnert of Business & Professional Regulation Puget m 1 Florida Deparanarrt of Business & Professional Regulation PW 1 a 1 � a•a•� Building Codes and Standards enY2m2 Building Codes and Standards 4114=2 Building Codes and Standards allcJp22 Building Codes and Staridarda ena/202R �s <V � V �'� ProdApplication Product Approval Debo Product Approval ApplicatiData on ProdYCt Approval Application Debit Product rogApplication ct Appl Deb9 � L L u ,Minn ,,C .:. . t•. v u ... .: _ . _ s ^` CL ewwx6nn � C- O L � Eedera gat; o ash Pend Rim ce €n�a 2ok DabDuewnana DoesSeLde It�horr Del.A* �wPend 4ffir fiUlk €NtlmL4i � m � Wmbe Mawsceunr 090180 EminwiLr@wre YaUbfEW flr W FBCAmrouN AOOrerW DUN! Wtibn aano6etunr �sg EnrJmsriria@we VNidrlsd 8r W66Md t d FBCA@@ror4i Auadwd S4 Type Vioaloy 111*601betwo CooM 6sdmeri W@we VdxWdflr WIrdSXd switwHbd faCAeOrdrYl Agri ¢1g0 1j�ir rW sbo 00 anelnwiuptake VNidxdd Lb. KIIdaW fir( ACAoswd Aoorayad �i1 A2lrmadon 2MB Perm Corporation Cdesorla Wndawe Joe Hayden Band[ Window and Door James L Buckner, P.E. a Robinson ManUboamarAsoclatlOn caucX19MIntedng OTM400M 07M4r2020 07120/202C Appmaed Anrmadon 20M Peso Corporation Ce4,w Windrows ba Joe Hayden Spndl Window and Door T,E. Lund, PF, LLC Rclooson MenufacWrorAsocletion (681)62"466 OTh412020 CTM*2020 0742(2020 APPrpwd AtInn"cn 2020 Peso Corppidlon Coeigor.Wndpws Joe Hayden Sergl Wndowand Door James L euelmor, P-E. Robnson Mamllk"IerApaWlatlon CBUCKrMineedng OT114120210 GWIN2020 OV20f2070 AMuoud Affirmation 2aM Polls Corporation coateory: Wndpws Joe Hayden Bud WaI7Cneehatear T.E. WM; PF, LLC 07M4rAZ OW141 p20 W/2212020 p4PrWad Robeson PE44135 (Bal)a78-04$6 }a A 1 t, VJ Bubilop� aSingle Hung P41)8214WO (881)42141M SoblUslsgcnn 81gle Hung M41JI21-MM 110C."Mr..-Food (641)521-MM (Wipsal41927 SmbcekgaY:Food (941)82146% �•v•'�� � ��� Compliance Motb*O: Certification Mark Or Lusting polleproduclappmraope, Compliance MMbod: Certiaostion Mork or UsBng polbprodUWpprwaligp , IlaOpm comppasre Method: Cvl kotlon Mork or Ustolg pellagoduclapP—art , Itscem Camplleace Mabod: Rolua3dn Report coma Fords, Registered Alchlaid or a Lbaneed Fiarba pelleprodudbpP �Pe Itaaem J ' ; cu v Ile.Wm Prosaebnel Fmillneer V _ .. L Q� L Rol produce MadeL Number wNsma GWib Arueryr Prodst0—doll comma Seeks"" Doftolf Aa/1rovtl for We AaemrN for outside Uas ialgFgi gseiauM Ql1 p Product Model. N D Pycess.eerimdan CsrrrrtExmir»isnOw Aeereatl For Ufe In S Yide outlaws 3awW DYIaG 10 p"". Ala Prided Model. Number at Name :t�Otr.8B1�Ma r 'Ina CenrneeEYmmlkm Vim Aea,,,d In NVHZ ouilkwi For utl z 1mga9 Resleds gaMag i - rrarw UMbrApApr:mrsaM Uaa AoorwM hrUw �igg�l g gay Oa 0 O NYN2 g big... m umber erNae goolds fto 1, Prided Iledce, Number or Nary P19d.etOeasterdern Coombe E(xpoolbA Deb In NVHZ oub7do NVNZ Welebnt Prseurr � 1 a 1 Saris, 1=0 High Patormarke single Hung Varyl$onto Hung W1,11dow(47 x 7T) OSM702027 No Ys No +e1 1 Pet 10 Sol. tingle Hung Wndow 3W xW Vinyl Non-Impeel Bkgla Hung Widow 00=2022 Me Yee No +4040 1 2 $ens 10120 Vkryl Ond WlndVv(WX 7r) UFM512022 No NO Yes Yes No No +25,45 1 Yes Yee No N/A O LL_ � 2 aortas 1920 High Portarinanca Bingo Hung Vinyl High Performance Slag* Hung Twin 06010027 NO Yes No +6O,I.M 2 PaAa 10 Serbs angle Hung W ndw bP x90' Ylnyl Non -Impact Single Hung Widow OTIOM022 No Yes No +4S1•4,7 so" 10120 VW shod wmdaw (les,X64' 0711502022 +2201.20 108aks Fange Fhud 108arky 1t2' Fouge Fxed Window WIV2031 ,.ems `V }a S Conpo4ka(72' xe&tl2•) a Payu 10 Ssrrs Single Hun, W ndow 54' x Or Vinyl Non-IrrWd Sinai* Hung Window OTMWC22 OTAW2C22 No No Yes Yea No +Slit-$0 No +SO!-60 a sstea 10l20 aryl Food Window (W. x 90') UTM812022 NO Yes No O co > Saba 100 Sogis Hung Mrryl Single Hung Triple CONVOoka(1pr x7T) 0141=27 No Yes No +4a-W 4 4 Poko lO Serbs Single Hung Window 487 x 7r Vinyl NoFlmpsot Single Hug Window ,,, '. :... •. '^ O v_! T'l Sari-Im03trgb Hure Meryl Blrgle Huna Trips C*Mpeoba(10a' Zter) 0003aw No Ves No +3ar.35 S Pole lO Sena-Slnaie Hung Window '38'x Or Vinyl Nommseot single Hung Window Ma212022 No Yes No +65-85 E ,^r2,, O 5 Surd 1=&role MON MrrARINo Hung Turn Composlo (BS.B'x83.S, CN130027 No Yes N7 +2" S PMblossrls Slrg4Huna Wndow 3rx73' Mnyl Noo-lmpeetSingo Hung Window 0711,1092022 No Yes No +Wp w Osbvlaserays Aganvtl For Uu ♦eorosd her use Ifs ggpyg S 7 aeresl=O$lrg*Hung sods Iwo Single HUM MAN single Hung T4ln ComPWI(e(72'x 5841) 0811af2027 Virryd Single.HUng 7npleCOnpcehs(10g'x68.6') owls2027 No NO Yee Ya No Np +3Su3S lwS 98 7 PNa 10 Serbs Bogle Hung Window 32-1dYx 50'Vryl Not -Imp" SIM* Hung Window 1007=3 No Vas No �l 1 Produce Modal. Number atNnee Produce Dasrim6on Coahadiftoorshan Oslo in NVXZ Outbids HYlR You t gt f6 � �— '/� /}�•(r Q O 8 aorasa 102061MIC, HUN Vinyl Single Hung Widow(4O' x 72-) OSr17Q027 No Yea Pk +37133 FW19ae5�R: Pwdtab asAs 10120 Wryl a>4d wlrx*w (grx7ary 0TM3r2024 VWlI NO +2G'-Yb �V /vim, �� }a 9 Series 1C220Single Hung Vinyl Bogle Hung Wkxbw(4r x$q-1I2') ON73r2Gl7 No Yes: M1b +]y 6 ygr�gti( Aeeroned era Use Aeeroved Far um Imam ➢awe 2 3 sense101210 $Wleol= dmindrna(1O`X70'j ON11=24 Vlry4 Rxed Wlndow(001x60') OMMO24 No No Yea Yee No NO +26,25 +SQI-$O \V 1p SeMs10ROSINIPHurg VWsing in Hun a Window(3r x as-117) (e11a12027 NO Yes No *3N+36 g Product Yetlel.Mumher or Norm Preduel0eetdefian Cestmstaxbirtlien Dab MHVXE OusW HYNZ Pass"i 12 8erkslMICSlrgia Hurl BOHM lam Single Hung ViA716ingle Hung Window,(4r x 8P) MMY02027 Vinyl Single Hung Widow Pr x7r) awnl& 027 No No Y. Ya No No +3V73 +36'M 1 Pass lO Saks Bungle Hung Wndow ark ST Vinyl Nonlnpaut Single Hung Widow 0812212C23 No Yes ,Watmnt No 140,40 13 Sanas 1=0 Single Hurg VkrA SIMI. Hung Twin GOlnPWIN,(72'x 53,r1 ON23 M7 No Yes No +361M 2 Pas 10 Seirles Single Hung Wndo, $Cx 97 Vinyl NOnknped Single Hung Widow amc9rima No Yes % +4W-45 14 1s 18 Sedas1=031ng*Hung s®n@s ILV2081rg16 Hurd series 10120 SIMI. Hung Vinyl single Hung TWn Composite (86.8•.x 53.n 0N2112027 Vinyl Single Hung Term COmposlte,(05.W x 72-1 06r17r2027 YIV$]rate Hung Torn Cbmposgs(72•. 77) 0&1&2027 No No NO Ys Yet Yes No No No +361.38 +rya +4040 a 4 S Pala lO sorts SINN Hung Wndow Polo 10 Barka single Hung Window, Pass 10 Berlin Single Hung Window 34'x631` Vinyl Non -Impart 45INls MAU Window OI 91=3 3F x67 Mnyi Nrnanpact'8lnalo Hung Window 01114220c" 52AWx avvnyl Nan-Imped Single Hung Window 10117r2028 No No No Yee Yes Yes No +SOFaO NO +55-68 No +BD180 17 SWk41C2031MIc Hurg VlrrA FLrod With Son to King Flankers 110V x72) IUM&2C21 - NO Yes NO +3W.M - F11N1]aFINSRmtlashs: ' _gookAmucto Amenmed fi, U Aeametl IN, Ur IRMO 2190 - Ala Rroduat Yald.Yunhr aNerpa Predot DesdeHm Contract E:xeiutlen Oele In1f/H outbids lNNZ Re®mnl Preaauw 1 ISO Soria orThermaVara F_noemposs aAwld High Parlormanoe, $ogle Hung Vinyl High Podonnance Slog* Hung(4T xTT) nd117r20TT No Yes No +5111119) 2 130 Sons toeThamusteror Encompass orA-1:1 High Wry[ High Peirlomunce 61nab .Hung Twin 0e1210O47 No Yee No +50).W Pokrmanco Single Hung COrnposks C17 x 05.1 r7') 8 1SO Sods 0, Them" rwFroompeas WAasnd Sonia Woyl$ogle Hung 'PI pie Cenpos8a(10r r 721) 0811542027 No Yes No +4%40 mug 4 13s Bonn OrThanaeMr v Encompass wAvanti 8Ingle aryl Sogla Hung Triple Calinpo e(1Sir.Sln 0230027 No Vs No +35l Hug Florida Department of Business & Professional Regulation papal .t i Rorida Department of Business & Professional RegulMn Peps I of 1 Florida Department of Business & Professional Regulation Pass i e12 Building Codes and Standards ono 2a22 Building Codes and Standards OMare2s Building Codes and standards ana2ozp Prod uet Approval Application DOW Product Approval Application Debit Product Approval Applie44 m Detail . nv. _.. , .. .... ^. .. „ n. s... a. .r _ Y, ,• :..,. a. .a. ... -,., .r„ F. .. x- ._ s..m,. -. -- rice: ",�,", ".,M1 cd ." ''1". �' .�,... .. 2911111 Entioar lei. t Dar Panane gole, real Entlbar DAM Art Dab Poodle a RNR ode gobtar 20 90 Dana Pend m Dab Tim KIaic. 09 Ernrift aucasa Wmow fir Validated Sylowl FBCAsramY Aomdd Boom TAR ?lalliom iiJlfteturef cm g Faidneat & Ubaft Widow ax VI16W rirhmitbd FBC Aaordvai dgpyona( two Verson rbaeat@tume Co a EnliseNiliaMe Wlideed Br wxeard aubmift FBCAeaoyol Aparowd 0"00 A2lrmatlwn 2020 Pope OD Po.fi6a1 Joe Hayden sond1 Window and Door James L Budngr, P_E- � 07M4f2020 07114f2020 0712C/202C Appro"d ANmidkn 20M Pe3e Corporation JoeHaydenSe toil Warro n W. Sdoseter, P.E. T.E. W nn, PE, LLC Hayti 07M4*020 07114 O20 07120am Applause Aloof 1pn 2020 Polo Corporation Joe HaydenSaMI W noon and Door Jamoa L BUdmyr, P.E. ® 07114f2020 07l1M2C2e 0I/20f2020 ApproNd Category. Windows RObineen MenuboturerAswolatlon CBUCK Englne@roa Calpoy. Windows RObmson PE-41135 (581)626.8453 Category, Edarkroom Robinson NpnuladlulerAseooletlon CBUCKEngkteerlrg aubCs1esar2. Hwbomm18lidor P41)U21-saw (581)4114MV aaWn!"ary: Haritamal Slider (041)nd1-sm SabCategery, SWIM ExbnorpocrAsembllas (S71)ml-m (sal481.027 Complionce YamedrCo. Ukatlon Mark or L*Wtg pe:lleprodlM*ppmral®pe, Campliseco MdMd. Ewluallon Repo) From a Complbeee Rdbod: Cerdikedon Marker Using pelitpmdudaRRrovall®po II.-W. Florida Paslatioed Archloot or Lbensed Forte IW" Ile.00m �JH716YJe7.Pmtluetb Pmlaselonal Engl000r .. PLbi4a#12Pmdreeb_- -. -. -.. L ��• AaorwAdFor Ilia AkOaat ILMLup Flrsl26'ft:a4Prwdueb .. - 9aagLag mmm A--,dag We A -raved her.YN MaYt 200 AW Prodwe Model, Number at NMI Produet0eaoriatim inX Cubids XVNi R"Utnf Wramr QWftANua1M AnbWvad for Us. Aoeowod for uN Imam DWSA Pmdd Medal. Yumba or Name ProdggtOeMdetigh CodrmtExelNNen Ostb lam �jj. outlaws, No 1166111,1411 1 SorW IC120 Wcog Window Wry! Bpdbg Wrdow(WO or XD. 7341Tx 8P) M12712023 No Yee No +3a-30 rock Pridasl NnMl.XunberaNsme Prasst Dsasriatlern Cosbode Expiration Dab Iftill 4S OubIda HVNZ Ibafte PYMe 1 Ser1ea 10701258adlrg Gisss Dopy Voyl3Anal-Or SIION rim Dodr(W x all 11g012 I me Yea NO +21S125 2 swim I= alkms Vutrdow Mrg4 Siding WkrdvwCOX or XO. 734/T x3r) UV2alma NO Ya No +36w% 1 swnas 10 SPAIN Wode. Sags 10 Vinyl F*Aged SLUM W,dan asas ai No Ya No NIA 2 seres1lY20r28Mine {Ilpas Odor Wind Burg*Petrol Faosd'O'Door (SklNaa, 34-1a18' 0312642072 No Yes Plc +35196 a Bank.IQ= Stoma Whil Vinyl aikdng Whom (KM lOr x on eN2712023 No Ya No +3alm . al-1r2') 4 Soria 10120 Sllding Window Vinyl Sl ding Wndow (Xox, 10r x 301) OM7=S No Yea No +']y ye 3 Santos 1p120126 ending GlassDoor Nnyyl 7fanel Y}X SiIdirg OW Door [TT x llr) 10f07/2021 Me Yes No .39.95 4 Smles'1M01264alone Qaa Door VIV Single Panel Foasd'13" Door tsolie1*;.474R.x R3J2a12022 9&1I2'j No Yes N7 +280-26 GceBhAsumya Apprmad For Use A lomvM far Us Imas eti OWN!" DNA Proud Mudd. Number or x.me prodsaloscriction in NVM2 outside HYXZ Alloyjown 1 Sees 150 Or Encompass OrAvandstarts Gum door Wed 24Vkte Tk-$linos elm Door(6&tr2' x OW2402MI No Yes Ns +25-25 96.112-) 2 Sores180 Or Encompass sherd allotna Goes Door Mrry18IngIs Panel Fkod'D'Door Cabello, 3&12'a 02116=1 NO Yes NO +40"(l 81+it'23 a swim 18p pr F—Poee crAviknd Slldlrr,Glsas Door Vinyl 24%roal'QX' Siding Close Door(Yr. S21 00,0022 NO yes No +Sao G 4 8a*alaDorEIM psaaaAwkntialldUgO=Deor Vinyl Single Perot Fked-0-DOW(abeles, 47-Wx WJIV202 Me Yes No +3511211 S&112.) ir F G"Rh ass f'orya: Abonwoll For Use Asa id For Us b gf wigs O pJ! PrdyM(Model, Ill l6 or Name Pooclad D.oadmtios Cesthatr alrstbo Cob In NVN2 outside WRZ IWalnamt prts(i .- 1 $Wks 1S0 or End empeea orAvand Sllding Glean Door aryl 24bnel'ox, 9 Me 'Am Door (8&1r2' x 00424=31 No Yes No .25623 cc 951123 ? W 2 Be- IM or Elmnpass orAasn681iding Glen Door Vby4 SOgb Panel Food 10' Dasr(Sbrilte, 3&lrr x 02MWC32 NO Yes pU +401L p Ps C3 L 81-1f27 Q- n, � 8 Ser1M 1$0 or Endompass orAwil"eall GISS&O W VlnA 24'dna110X' Sllding Obas'Door" 182') 0604=2 No Ya No +3" 4 SodlOa or Encompass arA-1181ding.GIMDoor as VbAWhile Panel Mad N3' Door(Bldsi1b, 47AFTx 02MBr2032 S&112') NO Yee No .2"C� 1V N O gam, � Cc (= a H CV 'ta d( O C.4 O Zoe CL i1t d r � 3 � U 41 C Cy cu, oil O C O d � O cn (D z CD o L > C O U O U m =:3 Q O L W� Q (3' Z� Z a J SHEET NO. August 10, 2022 PA 10 2 N en U FF..� O� N Q cc O M a- �^, nn,, W W 0 U O O 0- = O O L_ C[i p - r"� CO .� Q O ICU .� VJ E a� -0 > W o � .G n IIIo c R ra �,1 Q ®pgac cv CP > c1l X_ o as E "` c o _ �C " •3 cc `- 3 d w D as ra a- 4n Cc 4D 0 cs W ^, W z V _ O L O U O L L) U o0 O W Q W z z Q J CL SHEET NO. PA 1.3 Simpson Strong -Tie 2020 FBC Approved Products updated,2JaaJzo2o y � Simpson Strong -Tie 2020 FBC Approved Products updated 1213012020 Simpson Strong -Tie 242C1 FBC Approved Products updated 12J3orzo2o � Simpson Strong -Tie 2424 FBC Approved Products llpdatad,2rsorzo2o For direct Ilnks to. all SST approvals listed belrnN, CLICK HERE. For direct links td: all SST approvals listed Gelor✓, CLICK HERE- H For drect AnKS toad SST approvals listed bela�a, CLICK ERE. e Inks 't all SST pets below, CLICK HERE For dk et o approvals d , a Fa addttlonal Information regarding Florida's Statewide Product Approval System errtl Miami -Dade County Notice of Acceptance (NOR). CIJCR HERE. + For additional information regarding Florida's Statewide Product Approval System and Miami -Dade County H Notice of Acceptance.(MOA); SICK ERE. i n inform Ion regarding Florida's Statewide Product Approval System and NAaml-Dad Count: Notice or Acceptance O CLICK HERE. For addit o al at . a e y (N A). vd a For addhlonel information regarding Florida's State d Product System and Maml-Dade County Approval ' Nock Acceptance NO.' CLICK HERE. a of ( A). FL#2355-R7 FL#10446-R6 FL#10456-R5 11 BUS, HUSC Belies hangers Face -mount hangers available in widths ranging from 1-5/8" ro 3- 9116" and heights ranging from 4.5116" ro 11". Concealed flange Sea..q Product Model. Number or Name Product Description Sect .# Product Modal. Number or Name Product Description Sea # Product Model. Number or Name Product Description version (HUSC) available for models having width equalto or 1 Titen Stainless Steel Goperete &Masonry Screty (TTN-55) 114" diameter Titan stainless steel masonr screw y 1 A21, A23, A33 A34, A35, A44 Angles 1 BT, BTB, BTH Brick Ties greater than 2 APA21, APA4 APAt3, APVA21, APYA4 APVAB Outdoor Accents Angles. 2 CMST12 CMST19, CMST016 Coiled Straps 12 IUS aeries hangers Face -mount hangers available in widths ranging from 1-7l8" to 3- 3 AP844, AP644R, APV666, AP666R, RP888: AP688R, AP61010, AP6101OR, APVB44, Outdoor Accents Post Bases 3 C514, G516, C51$; C520, C522 Coiled Straps 5/8" and heights ranging from 9-114" to 16". FL#9S89-R6 APV844R, APVB68, APVB86R, APVH88, APV688R, APVB1D10, APV81090R 4 CSHP1$, CSHP20 Coiled Straps 13 LGU3.25SDS, LGU3.63-SDS, LGU5:25-SDS Face -mount hangers 4 APDJT2-4, APDJi2R-4, APDJT2-61 APDJf2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6, Outdoor Accents Deck Joist Ties 5 CTS218 Compression/Tension Strap 14 LV24, LU26, LU28, LU210 Face -mount hangers Sec it Product Model Number or Name Product Description V AP DJT2R-8 8 0.SP, SSP TSP Stud to Plateti e 15 LUC282 LUC2IOZ Face -mount hangers g 1 SDI 0112D68 Outdoor Accents Connector Screw 5 APHH46, APHH46R, APHH610, APHH610R Outdoor Accents Heavy Hanger 7 Hi, H10A H2.SA, H3, H8, H7Z, H16; HtBS, H16-2, H16-25 Hurricane Ties 16 LUS series hangers Face -mount hangers available in widths ranging from 1-8l16" W 4- 2 SD9112, SD9212; SD10112, SDI 0212 .Strong -Drive SD Connector Screw 6 API-4, APLB, AP74: APT$, APVL4, APVLB; APYT4, APVTB Outdoor Accents Land TBeam-to-Column Ties 8 HGT-2, HGT-3; HGT-4 Heavy GirderTiedown 518" a d heights ran in from 3" to 10-15l16" n g g 3 SD91125S SD821255 Strong-0rive 5D Connector SS Screw 7 APLH24, APLH24R; APLH26, APLH26R, AF'LH210; RPLH210R Outdoor Accents Light Hangers 8 HS24 Hurricane Tie 17 GU38 D MGU5.25-SDS MGU5�50-SD MGU5.62-SDS MGV7,00-SDS M 3 S S, S, Face -mount 4 4 SDCF22434, SDCF22512, SDCF22614, SDCF22700, SDCF22858; SDCF221014; Strang -Drive SDCP Timber.CF Screw 8 BYLL Brick Veneer Ledger Connector 1t) HSS2•SDS1 5; WSS2.2-SDS3; HSS2.3SD53, H884-SDS3 Heavy Stud Shoe. 18 MIU series hangers Face -mount hangers available in widths ranging from 1-9116" to 5- SDCF221334, SDCF27195$, S[�CF27235$ 9 CBT2Z; CBT4Z Concealed Beam Ties 11 HST2; HST3 HST5; HST6 Straight Straps 118" and heights ranging from 6-15116' ro 19-112". 5 SDCP22434, SDCP22512< SDCP22614, SDCP22700, SDCP22858; SDCP22912, Strong -Drive SDCP Timber-CP Screw 10 CJT3Z, CJT4Z, GJT5Z, CJT6Z Concealed Joist Ties 12 HTS16, HTS20, HTS24, HTS28, HTS30, HT53DC Heavy Twist Strap 19 MUS28, MUS28 Face -mount hangers SDCP221100, SDCP221134, SDCP271400 19 DJT14 Beck Joist Tie 13 HTSQI6KTZ, HTS020KTZ Heavy Twist Strap 20 SUR, SUL, SURE, SULC series hangers Skewed face -mount hangers available in widths ranging from 1- 6 SDHR27400, SDHR27614: SDHR31400, SDHR31614 Strong -Drive SDHR Combo -Head Screw 12 DS Dry Wall Step 14 LFTA Light Floor Tie Anchor 9118" to 3�/1B"and heights ranging from 3-1115'to 13-314". 7 SD525112 SDS25134, SDS252DQ SDS25292, SDS25300, SD525312, SDS25412, Strong -Drive SDS Heavy -Duty Connector Screw 13 FC4; FCC Framing Clips 15 LSTA9, LSTA12; LSTA15, LSTA18, LSTA21, LSTA24, LSTA3Q LSTA36 Straight Straps Concealed flange Version (BURG, SULC) available for all double SDS25500;SDS25BOD,SDS25800 14 FWANZ Foundation Wall Angles 16 LSTI49,LSTI73 Straight Straps 2Xand 4Xmodels; ohryacute flange isconcealed. 8 SD525112S5, SDS2520055, SDS25212SS, SDS2530DSS; SDS25312S5 Strong -Drive SDS Heavy -Duty Connector S5 Screw 15 GA1; GA2 Gusset Angles 17 LT620, LT@40 Bridging 21 U series hangers Face -mount hangers available in widths ranging from 1-9/16" to 9 SDWF2716, SDWF2720, SDWF2724; SDWF2726, 5DWF2730 Strong -Drive SDWF Floor -to -Floor Screw 18 H2A, H2.5T, H8, H10A-2, H1 DS, H14, HGA10 Hurricane Ties 18 LTS12, LTS78 LTS18; LTS20 Light Twist Strap 6" and heights ranging from 2518" to 11.1J4" W I MJAM� FGThidustries,Ine. PGT Industries, Inc. > C) _0 %_ L_ ,M1AW.-nA_MCOU1UY FR0DVCTCO1MM0L5ZCXKW (1) CL C= 0 a) 0_ 0 L_ 11,805 SW26 Sftee�.Rjx= 208 'NOUC-IEOF,-�C(:IEPT-kNCE:EN71DE.LNCESU,BMUTED NOTICE OF.ACCEPT_-1J\TCE: EVIDENCE SUB1,11TTEl) = co -0 a - DIMARTAMW OF REGULATORY AND ECONOMIC RESOURCES OUR), Mmm Flwi& 3311-7-5-2474 B OJARD VND COD E AD33INISTRA nON. D rVMG-N T�786)315-259U NOTICE Of ACCEPTA.INCE: EX C`E SUBMMIED -IDEN -u Q) 0 NOTICE OF ACCE PTA-N, CIE (-NOA) WWWAMis MAwk-MIM"My 1. ENIdence submitted, under preii, GUS, O-A D. Q nrryiss -,RA_Nc_E Z L Aliand DadeDepartmentof Regulatory and Ec=omic Rr4vurces( = -0 0 -0 PGT1n&sninju A. DRAWENGS B. TESTS (continued) _RER)_ ja 2 107GTechnolo&TDrh-e, 1. M-mfacturet's die drawingsand sections. AS 202-94 5, Test report on 1) Air Infiltration Test, per FW, T -2 0 CL C= North Venice, YL 3427 151� (Submitted under-YO-4 No. 11-0107 04) 2) Unifonn.Static, Air Piessure Test, per FBC, TAS 202 -94 E. MATER-LILL CERTMCATIONS C= 0 SCOPE: 2- Drawing No. M-D-5570.0, titled "Vinyl Sliding Glass Door NOA aM', sheets I 3)'%7ater- Resistance Test, per FBC, TAS 2024 4- L Notice of Acceptance No. 15"5218.14 issued toVision Extrusion Limited for thei -1 Thite = co = ,- co 0 Co This NOA is being issued under the applicablefules andre lationsgovemin materials. The Zu. g the use of construction through 21 of 2 1. preparedbymanufwturer dated la,05f15, -withrevision A dated I 4) Large Missile Impact Test per FBC, TAS 201-94 Rq1d PVC Exterior Extrusions for Windows and Doars7. dated 0&'13/15. U) -0 0 > E 0 documentation submitted has been re-�iewed andaccepted by Xfiami-Dade CountyRER -Froduct Control Sectionto 04,105/17, signed and sealed by A_ Lynn Mi1ler- RE. 5) Cyclic Wind Premare Loadingper FBC, TAS203-94 CXpirigg on W,30)19. (1) L_ -2 0- allmed by the Auihocity Having Jud�&ctim (AHI). 6) Forced Entry Te&t. per F BC, TAS 202-94 1 Notice of AcceptanceNo.. 16-0920M issued to Vision EKtrimouLimaited for fheir 'YE U) 40 co Co - 0- Tbi-'LNOA shall not b�evdtd after the expiration date statedbelow,.The Nfiami-Dade Cowl), P"wt Control Section R. TESTS along with marked --up drawings and installation diagram of vmyl duling glass door, prepared 1000 Tan 2,02 and lighter Shades (�Non-Mjite) Rigid PVC Exterior Extrusions for U) < ft Miami Dade County) and'of the AIU (in areas other thau.Mianu Dade-Ccunry) res enre the right to ha%T thia I - Test report on 1) UnifornStatic Air Pnessm-e Test, per FBC_'IAS 202-94 by Few--stration Testing Lab.Inc., Test Report No- FTL 8549�, dated I i)0611 5, signed and Wmdows and Doors" dated 12,10,8el 6. expiring on. 121129/2 L product or matelial teestedforqaalityassuramepurposes. Ifthis product ormatendAils to pedormin the accepted 2) Large Missile Impact Test FBC_ TAS 201-94 L I Per AW by Idalmis Orte ga, P. E_ (Rst report revised on 1104115 and 01211116) 3. Notice of A ccept anc e No - 115-0 -1128.15 issued to Vision F-vi rusion Litnit ed fo r their Manner, the ma=ifa cturer sill. in cur the e xpen se o f such te-sting and th e AIU may inumediately rev oke - mu dify, 0 r 3) Cyclic'Wind Pressure Loading pef FBCr T-AS 203-94 202 6- Test report on 1) Air Infiltration Test, per FBC_ T_kS - -94 --Brovm Coated 0�abted or Laminated) White Rigid PVC Exterior Extrusions for suspend the use of such product, ormatenal within thekjurisdiction. RERreserrestheri0httotevoketbi,% grant along withmarked-up drawings and inst�tion dia of vinyl sliding glass dom pwpaird Uniform Stafic Air Pressure Test, per FBC. TAS 202-94 Windows and Doors" dated OW13115. expiring on 0930fl 9- -acceptance- if it -is determined by'Nfiami-Dade Countyhoduct Control Section that this product ormaterial fails t o meel the f equiremeats a f the applimbk buldiug c o by Fenestrawn Testin , Lab, Inc, Test Report -No- FTL 8717, dated 1210,7115, signed -and g 3) Water L Resistance T, est. per FBC TAS 2 02-94. 4� Notice of Acceptance No- 16-0712.02 issued to ENERGI Fenestration S olutions UL&k This product is apprmed as described hemin andhas be'm desi gned to cornp�ywidi.the Florida BuildingCodev sealed by Idalmis Ortega, R E. (Test report revised on 02)1.5)16 and 0224116) 4) Large Nhssfle Impact Test per FBC,'TAS 201-94 Inc. for thekTAIN30AD and Lighter Shades (Non-AlItite) Rigid VCExtetior Including the Iligh. Velocity Humcane 7�ofr_ 1 Test report on I)Air Infiftfation Test, per FBC_, TAS 202-94 5) Cyclic Wind Presst� Loadmpq per FBC_ TAS 203-94 Extrusions forWindows and Doors" dated M15/16, expiring m 02t04121. DESCRIMON': Series"557M 770"Vinyl Sliding Glass Door (ReinlorcM) w�wo 9 OF & 1358 c Wn ET--L. _ML 2) Unifain St at ic Aif - Pressure Test - per FB C, TA S 2 0 2 -94 along vnth marked -up drawmgs and mstallation diagram of vinyl sliding glass door, prepared 5� Notice of Acceptance No - 16-0712.04 issued to ENERGI Fenestrati<m Solutions USA, APPROVAL DOCIAMN-T- Drawin 'din 'MD-55-70.0,11ev.R, -titled "ViIX34Sh gGhssDoorNOA(12v1)C%sheeZ 3)WatffRe-,4stanceTeg,pfTFBC.T.4LS20�'")-,94- by Fewstration Testing Lab- Inc.- Test Report No. FTL SK52, dated 1 2,lftl 5- signed and Inc- for their "Bronze and LighterShades of Cap Coated Rigid PVC Exterior _gNo. prepared by mamMteturer, dated I W05A 5 I throu, and IaA revised on 01D 1 !22 1, signed and sealed by gb 21 of 21, 4) Large Missile1rapact Test per FBC. TAS 201-94 - OrtegkP. E. - sealed by Idalmis (rest repza revised on 02 115,-2) 0 16) Extrusions for Windows and Deors" dated 09/151167 expiring on 04J M20. 'Notice A.LynaNfiller- P-E.- bearing the Nifiami-Dade County-ProductControlRevisi No of on stamp with ffie fice 5) Cyclic Wind Pressme Loading per FBC, TAS 203M '� 7. Testfeporton 1) Unifonn Static Air Pressure T est., per FBC, TAS,202-94 6. of Acceptance No.- 1"In.2.03 issu�ed toLETNTERGI Fenestration Solutiom USA, -White Acceptance number and expiration date by d3,,- 1fiami-Dade Czuniy Product Control Section- I 6) Fomed Entry T per FBC, TM 202-94 2) Large Nfissile Impact Test per FBC, TAS.201-94- Inc for their FW PVC Exterior lxurusions for Windows and Doors' dated Z INIMMIX -ftVACT RATrqG: Large and Small A Impact ResistAnt along with marked -up drawings and installation diagram of 1*4 sliding glass doef, prepared 3) Cyclic Wind Pressme Loadingper FBC.'TAS 203-94 MIM7, a4*ingon_0M&18_ -fissile Limitations: by Fenestration Testing Lab, Inc Test Rrport No. FTL 9546- dated 111061 5r signed and drawing along with madc _,s and inst2liation diagram of vmyl sliding glass door, prepared 7- Test reports No(s). 1 O-W2 - 792(A), 10-06-MO52 7- 5 3 _5 7 5 3-09. per ASTME-84, - L %,etable I (sheet2)"table2(sbw.t g) for applicable SGD unit sizes� design. piessures, reinforcementstypes. s�aled� by Idalmis Ortega, P_ E_ (Test repM revised on 0 I.N116 and 02111172016) by Fenestration Testing Lab- Inc., Test Report No. FIM L"38 (samples A-1 thru A-22), dated AST10 1929 and ASTNO-635. issued by EXOVA toVision Extrusim for cellulosic 'ARS,S typeS.L sill, riser (see tables B-1 & B-2 . sheets 7-8) a -ad anchor layout sheets requaements in I I thm 16- 3_ Test report on 1) Air Infiltration'Test, M FBC- IAS'202-94 11119110, signed a -ad sealed by Jorge A- Causo, P_ E_ eSubodfled noderATOA Al'a11- con4xasite Miefial. 2. Rigid White PVC, Tan (Nlon�-white) Rigid P_VC audBromm coated (Painted or laminated) white Ri t gid'FVC o be 22) Unffom Static Air Premire iest, � AS 202-94 per,FBC, T 04, (Submitted under A10.4 A& 11-01#7 041 labeled per referenced NOX-. requirem�s_ 3) Water Resistance Test- perFBC, TAS 202-94 8 Test report an 1) Air Iffibmtion Test, per FBC_ TAS 202-94 8- Notice ofAcceptance No- 14-0916. U issued to Xurmy America., Inc. for their 3. Egre-,ss operabledoors must emplyiarith trun clear width or height perFBC requftemmt as applicable. 4) Imp Missile Impact Test perFBC, TAS 201-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 "SentryGlasC (Clear and White) Interlaveil- cipiring on OTOVI 8. 4. Focic-et was under seeparate approval- to be reviewed by Building officid 5) CYChCL Wind Pnssme Loading per FBC_ TAS 203-94 3) Water Resistance Test, per FBC, TAS 2072-9-4- 9. Notice ofAcceptance NoA&1117.01 issued toKiu=y.4,meric2,, IaJc_forthCiU LABELING: Each unit shall bear a pennanwt label with the mamifacturees name or logo. city. state and writs and 6) Forced Entry Test, per FBC, TAS 202�94 4) Large Missik RMact Test perfBC, TAS M-94 "Trasifolfg, "traclear, Clear and Color PNB Interlayerf', expiring on OT108[19. following wate_� 'Mbu=-Dade�County Product Coutral Approved", noted herein. alMg wiffimarked-up drawings and mst2ffitioadJagrain of vinyl slidtag glass domprepared 5) Cyclic Wind Pressure Loadmgper FBC, TAS 203-94 RENEW-U of this NOA shall be considered after a muemalapplicatim has beenfiledand there has beemno 'by Fenestralicn Testing Lab Inc., 'Test Report NG_ FTL 8547 r dated 12/0411 5r signed and 6)Forced Entry Test. per FB C, TAS 202-94 F. STATEMEN 7TS change in the applicable building codeire gatively affectingthe performanceof this Frodum sealed by � Idalmis Onega, P_ E.Jest rep -at revised on 02/15d6) along with maiked-V drawings and installation diagram of vinyl sliding glass door, prepared I - Sta tement letter of anforinance w ith FB C-54 & E ditio n (2 014) andFB C-4* E ditio n TERM—INATIONofthisNOAwM occw afk-r-the expiration date orif theiehasbeen a reiisim or change in the L 4. Teq report on 1) AirInfiltrilion Test, M FBC, TAS 202-194 byFenestration Testing Lab, Inc- Test RepW No- FTL 6337 (samples A- I thru A-5� dated date (2 01 77� issued by manufactiuff- -d 09114117, signed & sealed by Lynn Nliner. RE matenah, use, andlor mamfacture of -the pro&= orproce-m-'sMisuse of this, NOA as an endamem ent of any produ ct, 2) Uniform Static Ak Pressure Test- per FBC, TAS 202-94 122,'06110, s*kcd and sealed by Jorge A- Causo, P. E. (Submiffed under N,0_41M& 11- 2- Statement k-tteroftio fmmcial interest, dated ftl&17, mied bymamifactl=7 signed for sales,'advvestsmg or any otheipurpose&shall automatcallyte�*this NOA.Failuretocomplywithany 3) Water Resistance Test- per FBC. TAS 202-94 0167.09) & sealed by Lynn Mer, P.E_ wtion of this NOA shall be cause fGrterminatim and remvat ofNOA. 4) Ixg Miss&.Impad Test MFBC, TEAS 201-94 3. Letter of lab compliance, part of the above test reports. ADNT-RTISE-MENT. The NOA numtwi preceded by the words Miami -Dade County. Florida, and f 601cwed by the -5) Cychc-Wind Pressure Loading per FBCL TAS 203-94 C. CALCULA-HONS 4. RER_ Test Proposal No. 17--0387- dated 05,05117, sig=d by Ishaq Ctanda- P.E_ expiration date maybedisplayedia advwtisingliterature.. Ifanypordonof the NOAis displayed, then it shall be 6) Forced Entry Test. per FBC, TAS 202-94 L Anchor verffication calculations. and structural anabrks, complying with FBC�2014, done in its entiretv. I along with marked -up drawings and installation dngram of vinyl sliding glass d prepared I W_ prepared by PGT,, dated 12,09/1 52nd last im-kqed on 02115/16, signed and sealed by G. OTHER LN'MCUITONW: A copyof &is entire NOA -AzU beprod&d to the usarby-the mamifacruzer or its &strfttors and by Fenestration Testing Lab.. Inc., Test Report No. FTL 8_54-8. dated 12,04il 5� signedand , 0A., -0. 15 Anthony T. 'tMer, RE. (Subiniffed under N V -1210.0�1. 1. Notice of Acceptance..No. 15-1210XI- issued to PGT Industnes, for their Series shall beavail4ble for kspection at thejob.SiteL at the Tequiest of the Building Official. sealed by Id alaus Ortega. P. E . (Test wport revLsedda D1 M,411,6 and 014 liq 6). 2� Glazing complies withASTME4300-09. -1; 5 7 012 7 7 0" V inyl Shdm g Glassl)o o r (Re inf o rc ed) - L.M J L expiring on 04/ 1 *`2 1 This NOA revises& renews2N-0A#20-'0429.05 and consLsts. of thispkpe I andevidence pages E-1- E-2. E-3 E-4, C,3 E-5 & F-6 as well. as approug docutwnt zuentioned abov-e_ The mAmitted documealation. w-,u reviewed by Ishaq I C'ha nda, PJE,. h1ka q L Clantim, PZ Ishaq L Chamda. F.E. �U,417 hhaq L CUB&, P1. 'Unit cc CU Product Convol Unit SuperTisor Product Control Unit Sover"'Sor Product Controi SuperTisar No_21-0205.03 _%-0.1 -No. NO-41 No. I 1 -0 21 05A 3 NOA No. 21-0 1. 0.5.0-1 ExpirationDatet ApriI14 !0,26 Eipirm,"mDawL AprA14,1026 ExpiradoaDatet A ',Ak pi 1411-0-26 Expint"nDate. April 14,2026 ZF I; U_ cl- Approral Dare.March a Approv ]Diter:Xiarch,15, -011. Approtal Datei Xfsrch' .1;, 1021 Approval Date. MarIch 255, 2021 E-2 E -3 7G_ Jm 1>G- T.Industries, Ltc. CGI Viindows and Doors, Inc. PGT Industries. Inc. N OTICE OF ACCEPTANN C E: E VIDE2NCE SU, B _%E[T TED TNOTICE OF ACCIYT.�LNCE: ENMENCE SU13NIETTED NOITCE Of ACCEPTANCE: EVIDENCE SUBARYTED 2. Eddence Submitted under preiiousnibmittal E. MATERL4J, CERTIFICATIONS (continue) 3. New EAldence Submitted 5. Quanex Part Suver Sj)acer Standard complying withASTIVIC518 Thermal Conductivity A. DRAMT, �-GS 0-8 8 1 B T—U inI hr.-f FUF-, ASIM F l'2249R?VM­Pass,_ A SIM D3985'Oxygen .. P as& A S`I1M E A� DRAWLNGS 1. Drawing No. -AM-1-5-5 70.0 RerB, titled -Vinyl Sliding Glass Door NOA (LW-, simets 2190 I.G. Durability-NoFog-Pass. (SubndurW underprevions NOA Mo. 15-0409.05) L. D - No-'AfD-�-;,-;',70.ORevB,htledL"VinyI Tawmg Sliding Glass Door NOA (LW, sheets I I through 21 of 2 L prepared by wamifacturff_ dated I 0,'05/15L and last revised on througla 21 of 21, pvepued by niami&cturff, dated 1,0ffi5)l5 and last rinised on 02/0102 1- 0-4122,1220, signed and sealed by A- Lynn Miller - PE. C Quanex Part Duraseal complying with ASTM C518. Tbenn2l Conductivity 2-22 BTU-in� signed and sealed by A- Lynn Miller, RE hr_-ft;-'F, A.STM F 1249 WIrIR-Pass, AS"IM D 1434 Argon Pernwance-Pass, ASIM E Nott This revision consists replacement of same existing, installation screw with flat head- B. TESTS 2189 1,.G,- Dumbility-No Fog,, AS7IM2 E 546 Dew Point Development -201T in 48 hrs.. L Test f eports on: 1) Air Infiltratioa Test, per FBC, TA S 202-94 (Subm Wd under N0_4 No. 15-0469.05). 2) Undam Static Air Pressure Test, Loading per FBC, TAS 202-94 7- Vision Extrusions_ Ltd- Parts coup4ing w­ithPVC-A.4_N!A 303-1 3__ VokurtarySpedfication B. TIESTS 3) Water Resistance Test, per FBC, TAS 202-94 for Rigid Pokyvmyl Chloride (PITC) Exterior Profiles for Vision Extrmons, Ltd..-VEX-1 by 1. None 4) Large Missile Impact Test per FBC, TAS201-94 AAMA Fenestration Exterior Prof* Certification. Program (Submwed under.V0 4.No I _j­ 5) Cyclic Wind Pm=we Loadmgper FBC, TAS 203-94 04-09.05) C� C�4JLCUILJATIONS along with marked -up &awmgs and installationdiamm of aU PGT Industries, Inc 8- Vision Extrusions- Ltd.,Parts complying with P`VC­AAK4L 303 -13- L. None - representative units listed below and tested to quaffy Dowsil 791 and Dowsfi 983 silkones, fSubojified underIMAX& 15-04-0P.05) prepared by Fenestration Testing Laboratory. Inc.- Test Reports No.- .9. PVC-AAMA 303-13, Voluntary Specification for Rigid 'Polyvinyl. Chloride (PVC) Foderior D. U A L IT Y A, SS'T-,T F L kN C E FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated 0910314 Profiles for Vision Extrusions, Ltd_-'v7EX-1 by AAMA Fenestration Exterior Profile 1. Aliami-Dade Department of Regulatory and Economic Resoinres (RER)- U) FIL-20-2107.1, PIGT SGD780 Aluminum Sliding Glass Door (unit 7 in proposal) FTL-20- Certification Program 2107.2, PGT CA740 Alum Outswing Casement Window (unit 8 in propoW) FTL-20- 10. Notice of Acceptance. No. 1842r7,14 issued to Enerp Fenegftatw�u- Solution, USA, Inc, for E. XLJJTERLU CERTjFjCATjO�NSL co 2107.3, PGTP1Xr7Q0A4L Ahmainum Fixed Window k-unit 9 in proposal) and FTL-20L2107.4- their "Tan 3040 & lightshade (non -white) NNlhke Rigid PVC Exterior Extrusions for 1. Notice of Acceptance No. 1"-105.02 issued toKurmmy America, Inc. f ortheir > PGT Y%7620A Akmfmm Fixed Window (wiit 10 in proposal) dated 07113120- all signed Windvws and Doors", expiriagon0_2104M_ "TrosiroM 111traclear, Clear, and Color PX`B Glass Interlayet�", expilt on 07/080-4- g Co 0 and sealed by Idalmis Ortega. P-E. IL Notice of Acceptance No. 1"122.02 issued to Energi Fenestration Solution, USA, Inc, for Rigid PVC Exterior Extrusinas for Windows 2. Notice of Acceptance No. 17-080&02 issued to Kuraray.kinerica, Inc. fortheir "SentrTG]adl > their senies"White and,Doors�-_ cWmng on (Cle-ar and Mile) "ss Interlavers"_ oquing on 07104t23- CL C. CALCULATIONS 3- Notice. ofAcceptance No. 18-1106.10 issued to Vision Extrusions Limited for theirTj own 0 I Anchor verification calculations and structural analyso. complying with. FBC 711 12- NotlCe of Acceptance No- 20-02-03-03 issued to Energi Fenestration Solutim USA, Inc. for Coated (Painted or Laminated) M11te, RigM PVCExteilor Exhimons for -Windows Edition (202k)� dated W22`20� prepared by manufacftwer.'signed, and sealed by their -Brouze & light shade cap coated Rlite Rigid PVC EVteriar Extrusions for and Doors7, expiring on 093QC1 0 Anthony Lynn INMer- RE Windows and Doors". expiring on 04,116,25- 4- Notice of Acceptance No. 18,1106.11 issued to V, ision Extrusions Limited for their series =3 2- Glazing complies, with -ISTIM E 1300-0-4, -0. -12and -16. "VE 1000 Tan 202 and lighter shades (1Non-NV1&e) Rigid Cellular PVC Exteriar _0 D. QU, 1L MT A S S' UILA IN CE F. STATEINKNYTS Enrusions for Windows and Doors7_ expiring an 1129M. 0 Iffiarat-Dade Depa=ent of Regulatory and Economic Resources OZER). 1. Stateniew letter of cDaformance to YBC 7a, Edition (2020),, dated 04=0, issued by manufacturer, signed and sealed by Anthony Lynn NIMer, PE'. F. SEXTEMENTS E. M-ATEMLL CERTIRCATIONS 2. Statement letter of no financial interest and of independent, issued by nimffacturer, dated L Statement letter of conformance to YBC 76 Edidon L(102q), dated 02,101,21- issued by L Notice of Acceptance No. 1"30-5.021 issued to Kurarav America, Inc. for their �f2o,S*nedandLStaledby.-�3AhonyLYMMMff.P_E. n=ffacturer, signed and'sealed by Anthony Lynn Miliff, P E "Tra.mfolS, Uttraclear, Clear, and Color P"X­B Glass lnterlayers7. expiring on 3. Private Labeling Agreement document between PGT, dated 03,30A5 and signed by all 2- Pin -ate Labeling Agreeawnt dated 01MI between PGT Indulsines- Inc. and CGI co 07=24- involved parties, Windows and Doors Inc., signed by Dean M Ruad� P.E_, V.P. Engineering. on behalf of M 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. fortheir "SentryGla&t bothamVanie& < (Clear and'White) Glass Inteflayei-s", eViring on 07/04.)23- G. OTHERS 3. Notice of Acceptance No. 18-1106.10 issued to Vision FxML4ons Limited for their -Brown 1. This NOA reiises NOA# 17-04!0.06(Pvrw)oGi) and updates toFBC2020 (7 1h Edition), G. OTHERS ­0 Coated oWnted or Laminated) White Rigid PVC Exterior Extrusions expiring 04 n- b-2 1 1- -niis NOA revises & renews -N'aA-# 20 -0 4,29.05- (PLA w/CGI), expiring M14,eM. for Windows and Doors7. expiring on 0-930,24. 11 RER Test proposals #19-1155 dated 011100 approved by IshaqI_ Chanda- P-E. expiring -1he cment associated PI-k CGI f-& #21-0205-01, expiring 04/14Y26, 4. Notice of Acceptance No. 18-1,106.11 issued to Vision Extrusions Linited for their 0414,M_ Uj series "VE ION Tan 202 and. lighter shades (Noa�-Whke) Rigid Cellular PVC 2 Exterior Extrusions for Window -sand Do"s7, expiring an 112912 1. 1 � 1- lAaq L Claxdx, FX. 4 . 7 < Z i Iffiaq 1 Chan&. PE. Ishaq I Chand,211 Fx� Product Control Unit Superr!"r Produrt Contml Unit SuperTiwr Z PrGdU.Ct C8nV,0FUAit SUPerV-1S&r NNOA No. 21-011-05.,03 NKOANo� < NOA No. 21-6105M, Ei�Wradon Date. April 14.2,016 Expiration Date: Aprfl 141,1026 _j Ex ' stionDare- April 14, '02 Fr - -6 Approval Date. MarclL Z,4,2021 Approvall)2te;- March Z.16,12M CL Ap,prorld Daw- 41farch 2.-',2021 E _6� E -4 SHEET NO. I I I August 10, 2022 PA 1.4 1 7 1 TF-9-7- - I - I - ------------------------ � i I 1 1: . Z�� : I.. III , -,, iJ F T�F 1-U-7 _. - � I I - __ - - I-- I - __ __ __ I - - - - - - N Cn O U N "O MIAMI [ A©E _ 1+axAMI DARE cclvraT� Q (DQ O O >t PRODUCT CONTROL SECTION Cast -Crete USA, LLC Cast -Crete USA, LLC Cast -Crete USA, LLC (1) DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NOTICE €}F ACCEPTANCE: EVIDENCE SUBMITTED U Q -- 0 Co� 0 NOTICE OF ACCEPTANCE (NOA) www.miamidade.g2v/economy 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0209.12 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0903.03 = �O UO 'O i N Cast Crete USA, LLC. 6324 County Road 579 A. DRAWINGS A. DRAWINGS A. DRAWINGS A 0 LL Se%fner, Florida 33584 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details`; sheet 1 of 1, 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet 1 of 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of C prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled 1, prepared b Craig Parrino, P.E., dated March 24, 2003 and Drawing No. p p y g g 1, dated 03l24r'03 and Drawing No. LT4612, titled "Cast -Crete 4 ", 6" & 12 " � O Co O > -0 SCOPE: "Cast -Crete 4 ", 6" & 12 " Lintel Safe Load Tables'; sheets 1 through 3 of 3, prepared by LT4612, titled "Cast -Crete 4 ", 6" & 12 "Lintel Safe Load Tables`; sheets 1 f Lintel Safe Load Tables" sheets I through 3 o• f 3, last revision dated 06112114, all O ' — O L � This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Parrino, P.E. dated March 24 2003 last revision #1 datedApril ril 28 2003 both Craig P o, P through 3 0 3, prepared b Cri Parrino, P. dated March 24, 2003, last g f p p Y g re area, si ed and sealed b Craig Parrino, P,E, on 08119114. prepared, gn Y $ CL -- N O Ca Q 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, 2008, all signed and sealed by Craig Parrino, P.E., on CU C C: _,_a Cn Q Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction B. TESTS March 22, 2012, B. TESTS (�) 1. Test report on flexural testing on 4 ", 6" & 12 " Precast Concrete Lintels Filled and B. TESTS 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, per ASTMS-529-94, prepared C. CALCULATIONS Section In Miami Dade County) and/or the AHJ in areas other than Miami Dade Count reserve the right to have ( tY) ( y) 8 b A lied Research Laboratories, Re port No. 30404A, dated 04110103, signed and Y PP P 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 predict or material fails to perform in the sealed by Christopher A, Haman, P.E. C. CALCULATIONS re ared b Crai Parrino, P.E., signed and sealed by Craig .Parrino, P.E, p p y CraigParrino, accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, 1. None, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke C. CALCULATIONS 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 R E. MATERIAL CERTIFICATIONS This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Parrino, P.E., signed and sealed by Craig Parrino, P.E. E, MATERIAL CERTIFICATIONS 1. None. Zane 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 February03, 2012, signed and sealed Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last 2. 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 .tune 12, 2014, all signed and sealed by Craig Parrino, P.E,, on January 22, 2019, all bearing the .Edition. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0821.18 Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS date by the Miami -Dade County Product Control Section. A. DRAWINGS 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 1. None. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 1. Drawing No. FD4612, titled "Precast and Prestressed Lintel Details'; sheet I of 1, A. DRAWINGS LABELING: Each lintel shall bear a permanent label with the manufacturers name or logo and the Miami -Dade prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled I. None' B. TESTS County logo. "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables`, sheets 1 through 3 of 3, prepared by 1. None. Craig Parrino, P.E, doled March 24, 2003, last revision dated March 11, 2008. B, TESTS1 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no None C. CALCULATIONS change in the applicable building code negatively affecting the performance of this product. B. TESTS . . 1. None. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the 1. None. C. CALCULATIONS materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any C. CALCULATIONS 1 None D. QUALITY ASSURANCE 1. By Miami -Dade County Deprn tment of Regulatory and Economic Resources (RER), product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with 1. None. MJ any section of this NOA shall be cause for termination and removal of NOA. D. QUALITY ASSURANCE E. MATERIAL CERTIFICATIONS ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by D. QUALITY ASSURANCE 1. 8y Miami -Dade County Department of Regulatory and Economic Resources (PER). 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 fif,Tce, 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- shall be available for inspection at the job site at the request of the Building Official. 1. Nine. Crete USA, Inc., dated 08108117 signed & sealed by Craig Parrino, P.E. This NOA revises NOA # 19-0130.14 and consists of this page 1, evidence submitted pages E- 1, E-2, E-3, E-4 and E-5 as well as approval document mentioned above.,1�41 eimy A. Makar, P.E., M.S. elmy A. Makar, P.E., M.S. elmy A. Makar, P.E., M.B. a� The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. Fro uct Control Section Supervisor Procruet Control Section Supervisor Product Control Section Supervisor a QW Miaru•oave �6Gr NOA No. 20-0630.15 p `t Expiration hate: 09/11/2023 NOA No. 20-0630.15 Ex iration Date: 09/11/2023 p NOA No. 20-0630.15 Expiration Date: 09J1112023 NOA No. 20-063015 Expiration Date: 09111/2023 �; Q , c., W- ,rK= Approval Date: 08/20/2020 Approval Dates 08/20/2020 Approval Date: 08/20/2020 Approval Date: 08/20I2020 a Pagel E-1 E-2 E-3 u h e� 4P !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. L None. B. TESTS B. TESTS L None. 1. None. S� C. CALCULATIONS C. CALCULATIONS 1. Nine. 1. Nine. D. QUALITY ASSURANCE D. QUALITY ASSURANCE L By Miami -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 -E-r 1. None. 1. Norte. = Q� F. OTHER F. OTHER 1. Compliance Letter with the Florida Building Cade, 2017 Edition, issued by Cast- 1. Compliance Letter with the Florida Building Code, 2017 Edition, issued by Cast- (f� Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. Crete USA, Inc., dated 08108117, signed & sealed by Craig Parrino, P.E. CCf S. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 19-0130.14 2. Compliance Letter with the Florida Building Code, 2020 Edition, issued by Cast- > A. DRAWINGS Crete USA, Inc., dated 06111120, signed & sealed by Craig Parrino, P.E. CZ Q 1, Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of L Q 1, prepared by Craig Parrino, P, E., dated March 24, 2003 and Drawing No. Q LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables`; sheets 1 O Q through 3 of 3, prepared by Craig Parrino, P. E., dated March 24, 2003, last }, revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on January 22, 2019. =3 B. TESTS p 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE m L By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS =:3 Q 1. None. —0 F. OTHER 1. Article of Conversion far a name change. O C6 w � Z e my A. Makar, P.E., M.S. 01 Helmy A. Makar, P.E:, KS. J Product Control Section Supervisor Product Control Section Supervisor NOA No. 20-0630.15 NOA No. 20-0630.15 z Expiration Date: 09/11/2023 Expiration Date: 09/11/2023 Q Approval Date: 08/20/2020 Approval Date: 08/20/2020 J E-4 E-5 SHEET NO. August 10, 2022 PA 1.5 11 _1 Till I f I ----- — I ,I`�_��� / -1 I Ll ico INC\ TILLIT TESTING a ENGINEERING COMPANi __ _ ___ _WAT.TRR A- TTUrr. JR., F1, � tiitec4l@wl.com FI-F. UM-N..4444T, ,, r�L1,--,-N"_W.)6-n9 PRODUCT EVALUATIOLY REPORT REPORT NO.: 204728.01 DATE: July 28,2020 PRODUCT CATEGORY- Shutters PRODUCT $US -CATEGORY. Storm Panels PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER- Global erateCd9riprodju; r - 4800 S.W. 51 Street ASJJ,� Davie, Florida33314 t PURPOSE OF EVALU ION, This is a Product Evaluation Report Issued by Walter A. rillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC, Rule Chapter No. 61 G20-3, M othod I D of the Flori da Depa rt m on t of Bus! ness 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 verity 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 BuMing Code change that may affect its limitations and conditions I.EADENCE SUBMITTED: 2,111� PRODUCT EVALUATION DOC�IJMIE � _NT_(P.EJ3.)n Drawing No. 20-176, tided 1120 GAGE GALVANIZED STEEL STORM PANEL", sheets I thru 26 of 26 prepared by Tilteco, Inc.; signed and sealed by Walter A. TIllit, Jr., P.E.; dated 07128/2020. This drawing Is an integral part IRIMPIls, Evaluation Report. ,,AAll PoiV, 10I Ill. r/� I ��o , ,...... .. ", /2%_. ---. � , .,/ , - \C EN ,� , - C �'. V J��' .. 1�0 S '�=_ --- - . . - . S - --- - , �___ I - - No. 44167 ', 1 7"", 7/ , =*� � S , "I 1. .� . -*= I— ­ � -a *� - " Z � 1,0-. , U1, �, � 1VOW.".. x, Vn) . -, ". �0'. � 1 5i;�, j� ­,��,.'_,.­" 6355 N.W. 36th Street, Suite 305, Miami, FIDTida 3,1766 `IV," S� - Phone: (3�05) 871-1530 `1iQ;" ,0 - J/Ph"'i'Mil", I I PROD-U-CTM, TioN rwpoitT fy o_1Q_-p12&9j. 2 22-TE-STREPORTS- Large missile Impact and fatigue load tests were performed under Protocols TAS 201, 203 as per section 1626 of the Florida Building Code. Uniform static loads as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering & Testing, Inc., Reports # 96-569 dated 0810911996, #96-570 dated 091181199,6, #96-T30 dated 09/2011996, all three signed and sealed by Hector M. Medina, P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04116/1998 and 4 2126 dated 10/011098 witnessed by Gilbert Diamond, P-E. and Report No. 0219.01-09, dated March 4, 2009, signed and sealed by EcImundo Largaospada, P.E. and Henry Hattem, P.E. Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009, signed and sealed by Frank Grate, P.E. 21�S EAL ENGINEERING CALCMADONI& TRUCTUR On 20 Gage GaNarlized Steel Storm Panel for maximumpanel 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 1616 of the Florida Building Code. Calculations prepared by Tilleco, Inc,, dated 11103/08 and 03112/1 5, signed and sealed by Walter A. Tilit, Jr., P. E. 3. MISSILE IMPACT RUISTANCE: Large missile Impact under section 1626 of the Florida Building Coda, as per TAS 201 Protocol. 4.-WIND LOADS RIESISTANCE: 20 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall beas indicated on sheets 8,10, 14,15, 16,19, 25 and 26 of 26 of Product Evaluation Document (P-E.D.), drawing No. 20-176. Maximum Anchor Spacing shall be as indicated an sheets 8, 9, 10, I 1, 14, 15,17,18,19, 20 25 and 26 of 26, of Product Evaluation Document (P.E. D.), drawing No. 20,117C LINSTALLATION: Installation shall be performed strictly in accordance with details indicated on sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document (P.E,D.), drawing No. 20-176, Minimum Separation to glass shall be as Indicated on sheets 8, 14,16, 25 and 26 of 26. of Product Evaluation Document (RE.D.), drawing No. 20-176. "NiAIIIIIHiloo", .ONN,-"��, t'. J.1441�',A`11,,,,. �,N - - " . ,/ . ,-:' � ` , f, E , - p��L� "'�% :N,9e"%!�%', I -1 - iz:'1:­. - , '. S 1: - - I �� - __ I:,--- I � . 167 '. I i-- ____�___ - I*= I � I , A&*�;, * .. = _;�/`_, i, 11 , � / / s _q:t STATE OF �`,9;A'T �,_ %0 I?1 , IV - ,�,-, ZOR�13 ,-'-,�-, '41, 'A r�A .�. \ s, ­_ ... ,��X "'O"'t, 81()N��,I� "'4, "HILItIII0100% I I 1101DUCTF,VALVATIONRUMITNO, 2D-0728.01 3 6. MATER JAL CHARACTERISTI AND. , -SPECIFICATIONS, Shall be strictly in accordance With General Notes and Components indicated on sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing No.20-176. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of 26, ofProduct Evaluation Document (P,E,D.), drawing No. 20-176, 7.11MITATIONS AND CONDITIQN45 OF USE,- 7-1. Shalt be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 26, as well as General Notes # I thru 4 and 1 1 thrur 16, indicated on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176 prepared by Tillieco, lnc� and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product may be installed Within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 ofthe Florida Building Code. 7.3. Product shal I only be Installed Into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A, Tillit, JL, P.E. (rionda License No. 44167), President of Tiltew, Inc. (Florida CA-0006719). 'III0010100,111" O' P. T144N-9. ..,,,,Ri� -� .... I /,� "'% V .... , V, I _,-'��K - - -,y, E N Se,'- %. �I 1-1 - 2F - .1 .... T, - , � .1 ­ I- I,- I - - 1 ��44167 % = ::�-Z----7-- - 1 ,*1 . -,* .. E - �, �0/130-4�._'--.. STATE OF ,.,,I:Fg I " .. - ., , / , . I 1�. , I "..-I., " , C 100 WAT'LL DiITILTECO AD MON RECORDS I P.E. REPORT-21) I, GLOBAL, PROTECTION PRODUCTS, LLC`I20 GAGE GALYANIZED STEEL STORM PANEO DRM4201-176k REPORT# 20-0728.01 I I /_ - — lc� / T TLTEC=� ' TILLIT TESTING A ENGINEERING COMPANY ­ � _­__ ------- ­ - , . __ WALTERA. TILLIT, M, P.E. tilleco@WI.Com PRODUCT EY JATION REPDRT FLpr I,k-,;. ALL - 4416- FL,C.A.L­��Dam,19 REPORT NO.: 20-0727.02 DATE� July 27, 2020 PRODUCT CATEGORY: Shutters PRODUCT SUB -CATEGORY, Storm Panels PRODUCTNAMl 24 GAGE GALVANIZED STEEL STORM PANEL MANUFACTURER: Global ProterAlonYmAudaJAI& 4800 S.W. 51 Street Davie, Florida 33314 1. PURPOSE OF EVALUATIQN. This is a Product Evaluation Report issued by Waiter A. 'nillt, Jr., P.E. (System I FD# 1906) to the Global Protection Products, ILLC, Rule Chapter No, 61 GZO-3, Method I D of the FI orl dal Departme n t of 8 u sl ness a n d 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. EY DENCE SUBMITTED: k Drarwing No. 20-176, 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(2712020. This drawing is an integ,k*�Vt 1,06oth . � .� ,,]. Evaluation Report. ,,,,N:C ...... kz� '4!j� �­ ,-, :�., _­ R"-�_Er -` \1� E ky, , , , ,�� ,,, � 4' .'_V_ �� %. 1;� - 1:�_�� - 1. - � 1: � � = �_ I4��. : . 167 , � 2ZI-7 � * : - .. :iitA_.,*� . *-= . . � �7 , lk ' % IWT� —Gr,,"L g � " 43� .. . ,� �, �,- * `� a tk)�, ,.�,,A, :,- *" , , , , 11 I I . 11- .11 63,53N,W. 36ill Streot, Suite 305,Miamd, Florida 331.66 - o110:005)871- 0,1 , 1 1-1531 , It Jklol I I PRODUCT EVAIX-ATION RIEPORT NO, Ik-17= I 2.2. TE31 REP—ORTS: Large missile impart load tests were performed under SSTO 12-DO standard as per section 1609.1.2 of the Florida Building Code. Uniform static loads as per Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report # 0814.01-01 dated 03111102 witnessed by William R. Mohner, P,E_ Boriz Moroz, FIX. and Henry Hattem, P,E, and Report No. 0219-01-00, dated February 25, 7009, signed and seated by Ednnundo Largaespada, P.E. and Henry Haftm, 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. 11,23.01-1 0, dated November 23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-193 by QC Metallurgical, Inc., dated March 13,2009, sIgnecland sealed by Frank GrateI, RE, as per ASTM E-S and Tensile Test as per QC Metallurgical Report No. 1OKM-1311B, dated Decamberl, 2010 signed and sealed by Jerry Jaciol'ano, P.E. as per ASTM E-8. U. STRUCTURAL ENGINEERINQ <;AkQULATIONS 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, Calculatlorsi prepared by Tilteco, Inc, dated 12tl B110 and 08/27118 (for this revision), signed and sealed by Walter A. Tillit, Jr., P.E. &MISEILE, IMPACT RESISTANCE: Lar�ge mi5sife impact under section 1600,12 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. WNQ LOAD—S—REOISTANCE, 24 Gage Galvanized Steel Storm Flanal has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 111� 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 (RE.D.), drawing No. 20-175. 24 Gage Galvanized StealStorm Panel has been verified for code compliance to work as a rion-polrous storm shutter assembly, as per SSTD 12-99 Standard. kRUD=T, EVALLIAUDN".1PORT NO- 20-0727.02 3 5. INSTALLATION: Installation shall be performed strictly in aocordance with details indicated on sheets 3 thru 8, 12 thru I 8 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, 1 5, 15 and I 8 of 18, of Product Evaluation Document (P.E.D.), drawing No. 20-175. TICS AND SPECIFICATIONS; Shall be strictly in accordance with General Notes and Components indicated on sheet 1 and 2 of 1 8, of Product Evaluation Document (P,E. D,), drawing No, 20-175. Anchor specifications shall be as Indicated o n sheet I of 1 8, of Prod vot Evaluation Document (P.E.D.). drawing No. 20-175. LAXITATI DWAND CONDITIONS OF USE: 7.1. Shall be Strictly in compliance with General Notes No. 1, 8 thru 14, Indicated on sheet I of 18 of Product Evaluation Document (P.E.D.). drawing No. 20-175 prepared by Tiltecot, Inc. and signed and sealed by Walter A. TIllit, 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. Tillit, Jr., P.E. (Florida License No. 44167), President of Tifteco, Inc. (Florida CA-0006719). WAnLL O_"ITILTEfO ADMON RECOROS t,,P, E. REPCIRT.2C CiALVANIZED STEEL STORM PANEL k QI # 20-175 1, _Il_J (1) (1) C__ C/) _0 (D -za > 10 (1) = -&-a .O.-II, 0 =3 _0 Z.- (1) (1) L_ CL CL a 0 0 I- = '& M -4— C) -0 (1) -4-- a- U) - (3) -t— C (1) = -0 M 0 �2 -cu -0 - Cf) _0 C 0 = 2 = — (3) m C 0 .0 -+­ Li- ,,- 0 — CU > Cn Cn _0 a) ") E L_ a) -I--& 0 L_ CIA -= �_ Co -0 "02 . C -111-3 Cf) a_ < 0! 4 Z Z W mi - I I- I GENERAL : ULAR & LIEE SAFETY STORM PANELS 1/4, 2/4, 3/4, 4/4, 5/5, 7/5. AKAD FOR Aoijeamm-Vil" 9 3) AN CASE THAT PRECAST STONE, OR PRECAST, toNtREFE PANELS. SrUCCO OP WOOD BOARDS BE FOUND ON TIE (SCALE 1/2�1-) 20 al'A4 EXISTING WALU ANCHORS SHALL BE LOW ENOODA TO REACH THE JAMN, STRUIGPURE BEHIND SUCH PANELS� I Iw/10, 2W/10, 3W/10. 4W/10, * 6/5 1 STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PrO.) HAS BEEN VERIFIED, FOP. COMPLANCE IN ANCHORAGE SH&L BE AS MENTIONED IN SI) 4-40 IN 6.2). __ __- ­- ­­ - � -- ---- -"----'- - ­ ­ ­ ­ It', I "_ OGTAL WFDTH) ­­­ L--'--- - - ------ - - - - L- -- -- -- ----- - - - - ---- + I ACCORDANCE WITH P< 2020 Oth EDITION) OF THE FLORIDA BUILDING CODE. I _ _ ____--­---­-J5I%_ (TOTAL WDT4)­ - ' - ----­_--­­_ 5W/10. 6W/11 & 7W/11 11� 11 (C) M-UJIMSQ-11100DAVRI.-SEELAX-405=1 �_ -------------- -----.- 12.5w (OFFECTWE WIDTH). ___________ _. - ­_­ i � DESIGN WIND LOAM SHALL BE DETERMINED AS PER SECTION 4620OF THE ABOVE MENTIONED CODE, 1/4-0 TAPCON ANCHORS. AS MANUFACTURED BY T�W allWEX, INC I I � �3' MAX _ ...... _ANCHORS. FOR CONCRETE SEE $CHEDUUE ON slitEts 0 & 9 - - -------- __r KW_ FOR A MHO SPEED AS RCOURD) BY THE jUR'MCMN WHERE MESE SHUTTERS WITI BE INSTALLED AND - 014-10 PANCLUATE FEMALE to AND PAIRD-MATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS I - ---- ­­ -- ---- IS 1/4' - - - ---- ------, 6�2501------ ------ - -­ , , I � I,--------------- I I- MIN, MR WOOD SEE SECRONG ON SHEETS TO & 11 I* MN. FOR A DIRECTIONAUTYFACTDR K41-0,65,USNO ASCIE. 7-16 AND SHA11 NOT "GEED THE MAXIMUM (ASO) - 1/4`4 LAG SCREWS PER K.D.S. i I,., � -1.3po- - �--I."­_ -1-ye-, � ., - �500- 1 1 _��_,500. � , � I � 'r I ,. �, , I 6 DESIGN PRESSURE MONOS INDICATED ON SHEETS 7 THRO 12, 14, 15, 16, T2 * 2a. - 7/16`0 . tile *000 WSHNG. AS DISTRIBUTED BY ALL POINT SCREW, BOLT & SPECIALTY W. I I',- i I ",._.� �� I I , --I Mo' -1 , N� aQ34' WN. THICK ,­I�350`-,_-�.� ', I a 0 Z 0 I -­ , -�#�z - - MALVARIZED STEEL 11 --- - _71­1­�' ,(-- - C"i - 1-T-1 7 � � --l- I'll - , - -� T----I,--, 1� I - _7__T_ I q: I , � I I i 4 "r , � I I i � IN ORDER 10 VERIFT THE ASM CONDtT*N, ULTIMATE GE54H WHO LOADS DETERMINED PER ASCE 7-18 I, , - ;, --- � , .'' - r-7 !h"" , < L�-- D.M.,(2),(�),@-., - _:7i____1I ____11____1_1 --I-,----. - _t , __ =1 SHALL SE FIRIO REDUCED *IV ASO OMGN MNO LOAM BY MULTIPLYING THEM BY 0,6 94 ORDER TO 2 OR E CO PANELMATE P 5 ­-S, F- I I . I I " 0 C I) MINIMUM THREADED PENCTRAITOM MO WOOD OF TAMON ANCHORS 5HkL RE 1 1/2' Mo ' F L , LU . 1 4"' '*- ASIM C= AND PANOU,va FE14ALE to, o,o,%- MIN THM mm%_�,, �, ,,, _, I . � I I I I I . s , , � I ; I I � I - I , i I I i I � cu -= , zavl 4k 2 ;Ii3,- , 0 EDGE I I I � � � 1 i i . COMPARE THM W/ MAX (A.S.D) DESIGN PRESSURE RATW�S INDICATED ON SHEETS 7 THRO 12, 14. 15. 16, 19 & �O. dll� I I EMMED - I " F / I - 4 / . AFFF"'! 11 � 0 1 I f i I ! I GALVAHIZCET STEEL I *�� I I" f 4 -0. @-@ 1 6 1 i �, I -= := T I 'RE NOT LN-M STRESSED, A 33% INCREASE IN AUQWA13U . - i I I 1 1 i P, " 1 1 S C-2) MINIMUM THREADED PENETRATION OF LAG 50". INTO NE WOOD FRAME UNIT $HALL BE - 112- NO THREADM Z *�- , -11 ASIU A.-IESI 17 21- ., TYP, I - � , I I I I I I ! 1 : C0 ST FOR WIND LOADS WAS NU USED ,H THEP ANALYSIS FASTENERS SPACING TO WOOD RAS SEEN DETERMINED IN I GE � . ; :AA L" ACRCMMIAMCE WITH UZ.5, 20110. -71- r-80 GALY. N I I � i i I � - . I I I i � A � , � 48JIr � L A 481, I I I 1 i CD , I I � I I All- - _= = . I . � i It ORDER O MUFY THAI ANG,HQRS ON THIS F1 ED AS TESTE C 3) MINIMUM EDGE DISTANCE OF LAG KREWS. INTO WOOD SHALL BE AS INDICATED IN THIS DRAWING - I MAIL �j , I . i . - D WE PE1,117TR&TION INTO STUCCO SKAI_ BE CONSIDERED AS PART OF THE FLEOUAIU) THREADED PENETRATION I \ GRADE 50 M"" NED � I 1 1 EWE - � : STORM PANIEL'S ADEQUACY FOP IMPACT AND WIND RESIFFIANCE HAS 13EEN VERIFIED IN ACCORDANCE WITH SECTION 1626 Of I - ___ ED TYP WAR, Aj - - � - -, I - . - , NEMI .1 ---------- 7' I I i � i � .- � I i =_ or � - � ­ _____ _ - I I I I I 1 � I EQ a 4 - ol- = I I 1 , 1 � : � -1 I � - - &_ rm AND - 1/4- 0-20 SCREWS USED %LALi BE 1 112- WHO 10,1NU4 3k i I I , �� I ME AW,1E MENTIONED CODE AS PER HURRICANE EWNEERING & TESTING ING REPORT5 %-50. 9 570 & 96- C 4) MWWW PENETRATION Of WOOD BUSHING 54AU BE 5/8 - ,.3k, I I i i i I , � ! I i I FENESTRATION TESW LAB INC., REPORTS TITZ032 & #R12o . AS PROTOCOLS TAS­201, TAS-20? AND TAS-Zol SHOULD _"1JCCO COST. AND I' MINIMUM POR WAU-S WITH NO $1UCGO L,,w �� ___ �__._____ "'J __L___ __-, _, 11 i I __ i-L. i , I_- I _. _� _i - -, ----6.2W____ - - - ­ - - __ I 11. I I 6 ckt r ii r .... I ,� __` -1 ­F --] T- - I on C1.4 20� STANDARDS, M .PANEL - - -T," -1 - T I , I 1� . ,,SWELi AS AMERICAN TEST LAB Of SOUTH FLORIDA REPORT #0219.01-09. AS PER TAS 201, TAB 207 AND 1 , . i � I ' !t " LZ L-�' - , ,� ! � __r - - i _�_� - 00 BOARDS BE FOUND ON T14E MSPW - i - 1 I , I I 1 � , , �� -_ � C, AS C5) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, STTXCC, OR Wo (D MM UNE 0 END -_ , - - ,- T� t - WALL� ANCHORS SHALL BE LONG ENOUGH To REACH THE MAIN STRUMNIE BEHIND SUCH PANELS r -- i I � 1 , I � - 410 = " 2, ALL ALQM1WM CKTIA)SOci 70 BE 6063-T6 AUO)r AM TEMPER, (UNLESS OTHER"% NGTED). SET SHEET Z i I - 4 -.,-,--, ­1 --t I , ,, I _ ,, I , ,, I -.,-,--, ,, I _ _._ ­2187 , _ I i I ANCHORAGE SHALL,RE AS MENTIONED IN C.1), C�2) & C4) * - --l'.-I -, " 4 1 ­t I V -0 CN _= , I - rr _________­ --- 4- _ , � '. � F i il", U 2 = 11 30, - 1 1 It - I , �1, I,, 4 1 7 -I . 1QV - I � I � 1� , I I ,- A � I I � 1, ---I C14 .Ln I ALL ALUMINUM SNE�, W TAL USED AT CLOSUPES SHALL HAVE 1105-H, 4 ALLM (0) ANCHORS SR41 BE NSTALLED FOLUAINO ALL OF THC WCOMWNDATIONS AND SPECIFICATIONS OF THE ANCKQR�S MMUFAC71IRCR .1�0111 f- - 2,11)7 ------ I I I _� A ALL STEM SWET METAL PANELS SHAJ, MW STRUCTURAL CUALITY STEEL A59A �SSS C40M 50 14011MU4, 4-60 PANEL S DID LP ,,-, ,- i Too, SIC 12 1 1 -, _75Cr , i/4-10-20, 1 '12 1 1 ! I I a - I- i i ____ i � ,, 1.215o. _,�. /4*--20. � 1 � 1 � � _"r I I ' - W/ 1/40-20III* B _!! 'D �:-' G&VANVED STEEL, DIESiONNTION W/fY. 56,5 I., (AFTER ROLLFD)� 8 PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOW-K INSTALLATION DETAIa SKGWN ON SECIION 3 THROUGH 10 (SHEETS � ;i,4',�­EiO, , ,,--' ,-' i 0 _3D4 SERIES .104 SERIM !UNBOLTED PANEL-% 1 1 i� ­ i 1 � � _� - =. _= THROUGH 6) EXCEPT THAI HIADERS(MorlZ SHALL HOT BE USED IV'; . �' 11 - 100, a a I __ -I.. . I __I,5* � -t%�S Snat MVITED S.s. STUD :� '750",- - - I I S,S,"WS"M W/ 7/8- A, 3/32� 1 1 1 7 QJ �__ -91-1 17 __.., I FT (D I �_ �11 I 1��Sl i ,L-..,.7.r ', ' �,Q i �� I i L I ; _ I I - I I - I - L-1 --------- __ 5 �ii i 1;� L­ - P ____ I I ; 2 1 - - WILD 51 , I ;1 �� R�ow 1_11_� . I AP � 1 1 9 11 SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR 10 YEFIFY THE SOLINONESS OF THE STRUCTURE WHERE SHU,rER IS It, -, - - I , - M ANCILE 0 . I I I (SEE SECTIONS AS I 7!1ANONUTS 0 EA, O`V1ukAP­ L . 5 ALL SCK*S TO BE ST14NLESS STEEL X4 OR 31e A!SI SERIES OR CORROSION RESLST�NT COATED CAqWN STEEL. AS Ps i -=,--I I � 'a to ANGLE a I � . � . ! I L . - = DIN 50018 */ So ;� YIELD STRENGTH AM 90 km TENSILE ST , BE ',�� - . i 12 1/2- ac I , PUWLE) i . i E I .,____t - 65'1_� I I., '�G_a �, , - - - _� ""' I ��' :ku.08, L 100131 1 T2 '12r � 1 � I I (SEE SECTIONS AS APPLIGABILE) : 8 " _= = SECTION 2-11 3.34 RENGTH III SHALL COMPLY W/ FLORIDA BUILDING �I,,_ ATTACHED TO INSUFLE PROPER ANCHORAGE IMF$ SHUTTER SHALL ONIY BE ATTACHED TO CONCRETE BLOCK OR WOW FRAME I - , 3.375* - I - I I 1,5w � � , � 6 " . - .9c �� " I 1 500 1 i � L_ __ ­ -, � ­­­_ _'__ i ' I I , - BUILDINGS. - 091* 2.000* t i_1___­_..1 ! , I �� I ..- -A- L _A_ ,L I �,�,L I _.' _ - I _'__LJ � - 101 CALYANT?ED STEEL OR AISI 304 SEWS STAINLESS STEEL, WITH ,% IA,j WNIMU r1UD _Z�zz >-::�,, - - 1 2.12'. SEE 1%.32, EIN, 1� , - - :1: M 5 BOLTS TO RE ASTM A-- " �� I - , . I . - __ I - - - . , 1--i -_ ­-1-71--j'' I - --- ,'. -- ---- ____ __T___ I BI: " t ,� ,_7"7� MAIL 1: I - __ - -, , I - , - ­ I - I M 1_ 9W & I OW ON SHEETS �, 6 * I Z RCSPEC��fl $HAU HAVE A , EGFBLE AND READILY YTSTBLE wKm., wstRUCTIN'Q OWNER OR < 1111w, - , i AIL I I 1 1 ,. � i f I I i i 1 1 1 ED al W a) = STRENG7. 10. EACH REWLAR STORM PANEL WITH LENGTKS O%ER S'-8 THROUGH 12'-4', AS PEI? SECTIONS 6, a. 9 to 10 ANV ALTERNATNES BW, /'� ,- ISO __ZZZ-�­1 I - o,A: - At 0, -3W, 1 � Api , 1 � � t I -::; / ,r 2, .S I I ; I I I , .1 !7,s,._! I. I i �, , , U J ­t � -1 125* 1 � I i 1 1 1 i I I I 1 i - CJ cu . I ANCHORS To WALL SHALL BE AS MUOWS �Itw � - I I I I I � , � � � I . I = = TENANT, to SECURE PANELS WFIT4 APPLICABLE REINFORGEWNT DURING FORMS Of HURRICME WARNIK i � I ; 1 1 i I I I . ��JL 4-145 . � I I I I � I 4y � : � I I 1 1 f I I 1 I : � : ­_ , i I - - ­1 fy i I � I I i � ce .2 �-, -1 /4'0 TAPCON ANCHORS AS MANUF�,CIUOED er' I r.W WITH L_ � I FLU it _w< , I 1 1 1 i i i I (A) 19. EAWJM_eO98W_.QQKfETE I - : I— 1.11 __ 5' W­ -----' ­­ - 4.SGG L_1�500 -1 I 1 ! 1 THE INSTAULADO4 CONTR;ACTIOR IS TO SZAL,/Ci4ULK ALL `%VTTER COMPONENT OMES WHICH REMAIN IN CONTINUOUS I)ONTACt ,,_, . 0)/1 I . I I I I : � - BVILDEK, INC, (9,I, f'­5192 ��,) THE BUILDING TO PREVENT WKD/MN NTRUSLON ISOMETRIC YIEW DETAL-A L_._..DGD-T�,�: -2.0or- - - � 1 1 � 1 1 W "GL - - �/4' # A 7/0" CALK -IN ANCHORS. AS MANUFACTURED ST OCIIIALT INC. (MIK I'­NOO ;,�­) 0)/ , i � I I I Z = E Z i , i 1,41i I 1,I41d , END LIP W/ KDANTED EDGE. , I - - , I i � - ROUNDED CORNER 0 ENDS OF PANEVS ),+ - I - /.". 11 3/4' SOLD -SET ANCHORS. AS 015YR10,M! BY ALL POINT SCREW, BOLT & SPECIALTY CC, 12 STORM PANEL INSTALLATION SHALI COMPLY WITN FKCS &DOTED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS AtL It D, M,, @, @, C4 , _4� -- --- ---- i - ,A-- 1 - - ii � � 0 I - -.. 6 �, - - - 1, W �' � � 0 , , MH, _30M ,�..Q PROVIDED BY THE JURISO"ON W14ERE PERMIT IS APPLIED TO I A,� --- I _� - , __ ., I - "" ! CZ C, - 11 ,-10� PANELMATE FEMALE D & PMELMATE PLU� ANCHORS, AS MANUFACTURED BY ELLO CONSTRUCTION PRODUCTS (N.TS) 20 *h" ff." (�) olr_� (�) ANGLE (4 ANGLE WITH STUDL @ ANGLE Wnfl M: 5 (MIN !­33M P-) 13, (a) THIS PRODUCT EVAI.UATiDN DOCUMENT (RE D,) PREPARED BY TOM EN04EEN IS GENERIC AND DOn NOT IAROWDE INFORMATION (�),@.&@. 06- '. - � - 1/4�0 rr TAP-QYP ANODRS, AS IAMUFMIURED Brr Iffo-FAST CORPORATION (",.-1600 p.­.) Mot A SITE -SKCWIC PROJECT. j,. WHERE THE SITE MMITIONS DEVIATE J � THE ROME STUD _ MAX 1/4, 2/4, 3/4, 4/4. 5/5. 7/5, - I RON P E.:) -_ _ - -.13: No , " I ­- - ____� YAR" I 11 WN, MIN. CD (b) CONTRACTOR TO BE RESPGN5JBLF FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIVE SAFETY Of THIS PRODUCT . SEE DET, .374' � 1W/10, ZW/10, 3W/10, 4W/10. 6/5 - A 1) MI NUM EMBEDMENT OF TAKON ANCHORS INTO POURED CONCRETE SNAU BE I ��14"i 2' FOR PARELMAIE FEMALE ak%-, ON THIS PLO, PROODED HE/5HE WES " DEVIATE FROM Tit CONCTLIGNS or + �_ NAND PAREM&TE PLUS AND -TAILED ON THIS DOCUMENT I - z: - f--J 1/.� & 2/i4 0,344' �374' 0 I ;/4- FOR CF TAP -GRIP ANCHORS I _____ ir TOP EDGE - .095, - ?W - 5W/1% OW/11 & 7W/11 CONSTRUCTION SUM AT SITE 15 THE CONTRACIOR'S RESPONSMItnY T I PANEL Aw '; 310, I r � - 4- , . , I � .. � �. � .,w- i ,;w- I 125' ; 1/4-0-214 30. SERIES ANOHORS� F04 CONCREFE SEE SCHMLE 00 SKals a & Q� __ -_a ­q - I- I __ . - -1 -I i 11 7 - -3s, vw RNrrno To ­._ . _. _.- ___ _ -1-1 -, __ _ ___,_,_____,_ ,- __ , - . A,2) EALX-M & SOUD-SET ANCHORS $KAU Rf EMBEDDED 1/8' �HTQ THE POURED CONCRETE NO EMBEDNEN1 INTO ici THIS PRODUCT EVALUATION DOCUMENT WILL RE CONSIDERED INVAUD IF MODIFIED, i I ' ___ --' ­1' -/ -2-- �_- r _-, I IF , i .r POR WOOD SEE SECTIONS ON SHEETS 10 & 1; STU SKVL BE PEPMTTflED 1 �4- 4-2D WRLVS USED SHALL BE 1 1/2' LONG UNNUM SHOULD STUCCO aMT. � 1.4131 L -D .,;i� � - _­__.,� '11W I i _11. � - _71",_1 540, �70121/2'04, � -r-- - -_ i � --- ` - z"'.,-�Z1 ''' QCO I , 671 ' I' , , 40 1� VINIMUM MR WN45 WITH NO STUCCO, AND MAY BE HEADED SCREWS OR AU THREADED SCREWS W/O HGAO. U�U SITE SPECIFIC PROOCTS SHALL BE PREPARED By 4 FLORIDA REGISTERED ENOINOER OR ARCHITCCT WHICH WILL SELCUF THE .1 ---I 4. , 1.07 ! . BUT WITH WING NOTS � � I J1901 ( I r ,kow 1-5bwl I ENGINEER OF RECORD (E.O,R) FOR THE PRONICA AND WHO WILL BE RESPONSJELE Fop THE � ; i - ­1 -- ­-, ) ,.a,,- - __ - � 1%. I.In- i0931 I . __RJ PROPER USE OF THE P.EO. ENGINEER OF RECORD, ACMG AS A DELEGATED ENGINEER TO THE I �L-- _�" _j I 7&* &�) IN CASE TKA'- PRECAST STONE. PREC457 CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND M TRJ P.E.0, ENGINEER. SHALL SUSMJY To THIS tArr � i f � UCH ER THE SITE SPECIFIC DRAWINGS FOR RWEW � � 4"r=,% : _ � _J \ �,.080' i._,._._,r_l ___.A t -,-- � -..-, , I EXISTING WALL OR ,LO09. ANCHORS WILL BE LONG ENOUGH To REACH THE 64AJN STRUCTURE BEHIND S EVEW PANEL afi" 7iii�_ 3", ­­ � i-E, PANELS 10 & Q, ELEYAIIQN PANELS ANCHORAGE SHALL BE AS MENYDNED IN A I) AJ4D IN A 2) W THIS P,LD, Sn&I BEAR THE DATE AND ORIGINAL. SEm AND SiCkATuRE OF THE PRoFrSSMKAL r A, AP, .M- k, __.: ) L L_ 2.0wr -.--, .W4- NJIS. (13) �O 'EXIST) g�_f_0Qi3y&L& ENGINEER O� RECORD THA� PREPARED IT 7T)OD- (�) KEY HQU WASHER ,_ - -1"' JW__V_g_Q: IRS AS NANUFACIURED BY I I W BULLOEX, INC, 14 SHUTTER MANUFACTURER'S LABEL SRkU. BE LOCAT�Er, ON A READILY YISHBLE LOCATION AT STORM 1/4* M... GAP /4' o!�TAJADGft ANCWOW 1 063 , (�) "IF" TRACK AM= (9 3ZA' *E* IR"K (?) FLAI PLAIED 2 67' /,� 3/4* $000-5-11' ANCHORS, AS DISTROUTt,L1 BY ALL BOLT a SPECALTY CO. PANEL SHVITER IN ACCORDANCE VATH SECTION 1709.9-3 W FIORIGA BUILDING CODE, ONE LAM 0.036. (Lit'.) - . - - .Ow 1��, - -IF - I v , 7/ar LALK-LN ANCHORS, AS MAM-IrACTURED By DEWAV �NC (MAN, C-1500 p-) SHALL BE PLACED FOR EVERY OPENING. LARFUNG TO COUPLY WIIH SECTION 17QB.9,2 Of 14E i , Wn STUD (NAN. 00FRIAP I 01011 MIXI) � I., '.� FLORIDA aUTLIGING CODE � GALVANIZED STEM - 0 N", __ ,rl,,,, � _ -- MIN. I -law PS..) � -� "k"",."�,,*�",Tol,,"�,,,,,I ..-A -_ -_ �11 I i .- I/ PONT SCREW, ,_U4-t _ , � I __ I - I t4­0 PANELmATE FEMALE 10 AND PAMMIMATE PLUS ANCHORS. AS MANLIMTOAM BY LLCG CONSTRUCTION 0 r TFIS DRAINING S I A., 15' UDAII I --,---,- 4 r - � . ----- -_ � I - /-\ . = -W -, �4* 0 CF I'AP-GIPP ANCHM�, AS VIANOFACIURED OY TRU-FA57 CORPORATION "'01A A r.q %, i . 1__/ PRODUCTS (MIN. I't-2071 P,i) I MAIN PERMITS i � ,�� 8.1.-( - - ,ENS,- N ".. clip" _� _11� - ,,�. -�- 4 - ` ,$W�,,o r - -1 - I I I , ,00� % + % I , I - - , �S��B­ . � ,37 1 Vo 1 'At'30-0.37S-4 __J � . %. Ile �� I ,'I , 'IBMI11 ,,,, , i - � , .� MAX� GAP _- , 1. L__ ­ , --I - - I ' , . . ph-, V, �_ BUILDING CODE (High - -- - . NELMATES AND OF TAP --GRIP ANC - , FLO I IL, )z , g , - C-AI . ,.� 375, 1 ,441bi '*f � t /�� BLOCK UNIT ,SHAU BE I 1/4- .1 , ' --. f I I . N FLORIDA BUWNG CODE (High Velocity Hurpicono, Zone) _4� % - -_ - - �" ��- *C ,,p I - � _­­­ F_,_\_1_=1___1 I *, TIT : . 01) MINIMUM PMUEDMENC CA TAKON ANr _., Z �' � I RJOA Velocity Nu, Go" Z*002 - Banam .1 . fu� _'(11i * ""' ,WRS, ELM PA �HQR INTO IIIV G �� - 20 GAGE GALVANIZED STEEL STORM PANEL ; . S FLORIDA BUILDING CODE (HILh Vs)..! 'y HurrIcone Zone) �.� I NO 4 167 *. = �_ - 11 ,�P.. STATEOF : ea= Form W_ PP om T%=. INC. 8.2 : I . C M OF PANEL .,O,.. ,) CALIK-IN & SOLD -SET ANCHORS SHALL BE EMBEDDED 7/3' INTO ;HE CONCRETE RLOW UNIT NO EMseq" � = I 50' .-ir WING NUT .*,Z_J 20 WE GALVANIZED STEEL $TOM PANEL DRAW io,. . No 44IC677 '. = 20 GAGE GALVANIM SML STORM PANEL DRIAN �. - - � 10 , . 114"I" , - - INTO SUMQ�SH,N_J_ BE PERMITTED 1/4' 0-20 SCREWS USED SHALL BE I i/2- LONG MMMU4 SmOUL3 Trucco /�___________\ PI/WN'TV - __ � .L".4 I %7_�: -T.'S - S 0, '. � "LO V, .. lil, _ - - - * = I EXW. AND 1 M".JM FOR WALLS IMP -I NO STUCCO, <Z�11 �_I�_ \ GLOBAL PROTECTION PRODUCM. LILC. . * KEX HOLE " ,Ff 07' 7,E I . OF ' � 'T-7-cil , - A � , *�__' - ______ �2, , d,,. A-- *`� *� - — ­1 ------- r —_ "AV"" - � - it�� $ '.... /211120" %_vp". STA OF ;F / ,L E . MAM --2.OW*- -- --,. -e - S ot, ­N4 10 GLOBAL PROTECTION PRODUCTS, = oct. - . GLOBAL PROTECTION PRODUCTS. U.C. ,,.m. .. - - .�,� i'llA. I - ��__ " � �1� L' Tf D� MI. -.,--- Aft R "L ciz-_ - I-- A, 1`N=_V=__r= F�, (91"MO-1,44 F.. OtAra"'.7 "HIIII 'A I Z,i> HIM SIW. 5 STREET ,I 4W !L*. Ill SHUT 20-176 - 1 3�1 11L1EC0.Mc_ . S_.U%;. .. - -,.-.-- I - I I ��11= I OW _-­ IMAIRC �� * 2*XZ*Xl /_4" ALTURNATIMY, USE "No NLR W/OVT � 11 , IKUY TaInNo A, F -0001" 90rAl�. sAIm, P_ ]=I. 3-176 , 0". OR , $A&L�� T_ 4, OLAIL n_ X01. 20-176 - Ill __ - ------- % — 51 � f&. I'L -4 AT PANE - rE c —o,.. \ . ECTION A� 0 0- .2'.1T, - P ­4 — I— 1 "floo - / M - N.T5. ;k, ": ___._ " Ho 1--k, ��,, - I - __ -_ .. - =1=CR=ZOn"_Y A *ALTO A. TWUIT P.. PZ I &LUMINUM ANGLE WONDIMC WASHER W� ADDROW '0"�­=11 :P*.,-,., - -LAW.-Me F,A1oIq­­ _ . ­ � I - I �� I , �._E =.I-- . TLC SDQ/W4nW,�GIYE tA-00WIA _ -.1 -----7-- amp"I" N OGNAIWI/041T - - I - I .. ­,,,-,,-"/� N , ,0,6 1R,N`tJP,1oATE PHDIC,- OTTI)WO-7$0, FAX: OLIMI)IRII-TIM PH0,M,- (IH,QIRoF­M&. F­ (Qo4)W­M7 . I �� � I ­ �!'O; __ _222611-167 I - J/0F0.3J32* *ASKM (STAINLESS imAiiii, - N, a-OWIi , Wo"', IN . " , I STEDL OR NCIEL P�Atoo StoZQr ­-, ..­--­­ - , - WAITER A. ""' RIM 2 01 24 HN*"A­- ____ - - =!_ =6 � I .1. � , . - � M44 1 4-1 E= I I I I I I I - - - --- -_ - , , - _ _ , - - -_ - INSTALL910H DETAI1.1 FQR F-EgULAR EA ELsa & dh Do QD%M Qa6u EO 1XMUMQN IN PMW Q%XKM INSIALLATION MAILS FOR REGULAR -PANELS r,tA_�2 Iff-0 EXISTING POP -RED CONCRETE OR reONCREJE RLQCK STRUCTURE:i %B= am QR wow INMLLAIIQN DETAM FQR REOULAS FANEL5a & dA `H" OR PAMELAM `IALLE ID. �,,,, 11A� - ITS- VAUD FOR ff=& Uff SM " U- H49 9M PM.TM INTO EXISTING POURED QONCRETE OR CONCRETE BLOCK 5TRUCTURES INIQ EX19-ING POURED CONCRETE OR CONCRETE BL00 STRUCTURES CONDIM ANcHonts PLUS OR a W-GRO, CONMETE ANCHORS � -1.1 LE 00 � 3EE 504EMAE ON SHEET 0 & 2) . I ANINORS� (SEE SCHEVIALE ON . I% CONCRETE SEE SCHEDULE ON SHEET 9 I CONCRETE AKHORS THRMCH To i `.� *am . TN. �,� -,,�,,� W * I/P - 1. 7AII.. - - ­-MURED CONCRETE MORED CONCRETE �,_ 10" EJLOCI� ____ rM WOOD SEE SECTIONS ON SHEFT 12 .1 . -_ - I -, 1-14k A � OR CONCRETE SUOCK r- OR coUvE aL,,N 0 . . 3" M-1 ',, ", I_ "1--i - oo� I Cn _11I =I-=.- ;\-. � __ - "o- - .01IMIFTE AAKHORS , I �,�,' i ,>� I - 11 - - 11 ­ l � 1/2* 1 � \ � REQUIRED a W.. 2.61" W I' wit. (1.D111=-==____1 ­1 , 11 * * _11P I REQUIRED DoNGREYE ANOMBS i RIDURM �I* W. --be " (D ill EXISTING I i � I- � � CONGINDE ANCHORS I IMN. OJERLAP -1 VALIZI) sHOLTs a T, , �� I (SEE UE CONCRE3 i I - � (4-) .1 ��'. I "I � i A. =97v�. I i � , _ ,.0 ON 1­­rESE F� 0, - r - - sIONORM ARU"Oft - - 11 � I _"11 , I i - `_ __1 I I � r'SEE somma all ; , r1_ .T. � I e_- � � I i � � : I I I , _�I � V . ,;-Sum, 1 7 � 0 G,eT� � SHEET .1 - OA I "'Q� wlftpm� REGLARM, I'll' --, 1, To- I .,,,,�_ --c"M � I'll � I I i ----I --- I I -1 I - __1 I -, , " T"', C L -1 -- I � J i � 1, ; i'�- f , ROUGH 9) EX61ING POURED . $Iamm= 0) "' LP0.01TED, 1-1 I ; , I � �1'1 ­� ,,­�,,,��,4 - \ � ,/2� , =&M*M � I ". � � E�_ , i -A " I - - � � ,* � , i I � *L I ; AIIF � I I- \_ - : - (�� � rl% : I - I I - � ! I 1 I � ; . , ­ �'. L - r7V - -- , .� . , 0:'L � I / " Q) . I � I � 1" I ! -,'.� - .�,� ,, f I � r - RMORM i i '� I ""N - -4*0 K I ,� _J 1/4' � 1 ,� L ( I ­ I—- --..-I � f �_ --------- � ­ .I \-- - ----­L , _� I i � ,I , j I - - i - - I ­� � � I _- , 5T I I i I ,' 'I W., � W -,\ I ,W-, = I ,,k,, � i � i 1/,. , ,,e -%r, I, : I i I I i . . I I � orm ? . , I - , ! E.P. . , I I I / I � --::g �y 1 i 4 � . � I � I I i I'll I " . I � : ; i � I i I ! 1 ] I L , I � � i , " � L � - __ ­ �" EnR'"'; -OLMED CO. - 1 -. I � i ��'; I S � ; - 11 I - ;,k 1 � I ,�, : GONCITEFT I IJT L , L 1 . I L i I ; - I I : I . SOM , : 4 i Its - . I I I., '. ,-, -,<<. � � 1 i i � " i Z ; I � IAIeim � I ! I 0 ' I L�U` " -,�� : ; -iiiiiiii-0 C/) - I _,� ,�s� it- _ L . r- - .6t I S I , I i : I , , I I , I Z - -Z -L I �,� , ,�,,��, -.1 I I x. I I :��,,,',, I , : I L ! , ", I � I -_ - ,,A. or- I � 1_�i - I I . Vr , , , _____1C _1C ; I � _', I I __ I * ! - , I ,_� �, i -1 KOLAPED 2 L", 441 W il) : " _�:, i ! , I . I_; 43 7 - CONCRETMITIR. z - - -- - -- � �, 1;�4 ,-,A I iG - /�\ � It �, . t L­M-T � , I ----- -, - , I i 'T ! I , i (1) = 1� , 11 0A,L . I 4L, � ,� lil DWING PWREP I I_ ir-- -11 I I � � OF %, - ji CONCRETE OR =I.&,- - I I N�., P I � ; I , i . I � MI F. - ..- * 'A�� I . I - 1 - 4'4-. - I ; I - - . - -+-a ; � - I 1 - T i A � E 'I I - 4=.�' - AF 6 I CONCRETE BLOCK I 0`7 - I I � . ,� ! - _ -1 , � LJ , '77 �L,f,L,��,4�� �_��-J�, : -_ �v `,�.�, ! , -a --- - -7 ----'- r , � - - J­__­­­L7_ ­-, ,.,��t, I - � N / � _,_.,� - rf;;s � I �__ a r I � � �_� , �6 ii co A, _3 � ,�,, I - 43) 1 11 g'--wo. �, ­ 4 � I I . I sor� �. , I 1 4 1 . __,_ _J � , - I � I ; - I i FS � 0 9 I I i REOUIRED, i i . I __j­­,",�,, 0H.. - I 1 12 $lr " 1 ,2 ,I;r ac, - -.0- -4- - I L " , ; 1 2 " � , 1 (a) K (14V �4 �,,,- I r a,r � �_� - �­ .. i �,P. - n4 i tl , i ! 1 M;i;I ,�.� i i _1 -, ��,,' 1 ! , , �R;� L M M, =- i M st:HttAu -------- ­ - -_ , . 1 1", , � � i , ] I I I I I Q : 4, . e. - t "" I � L L I I -­'D &= . - - I ; L 1 , I Id 6 ­1,0 H,Y %..P" - 4 fl-l" . SHOT IT ".., � I I I I I L 4 - , , I i � I 11 ; -_ I --- I � TIVINTAt 1 ­(9 I ! , -:, _ , L', I "� L : ­_'_�7��_,�4,�-_--­-_�:_- a:z , = �> I iti = � . I f 5�N) - � It .11 I ­ ­X­­ � I i � � - � ; - ___3, f�L � � ' I V � � � � ­_ -i 9 S I � , "' , - I U., .AA`T* I I � r P,It� %� : i ,a f WI, NPAMION 1. � 4, � -� I i . - I , 4= � 1 1�'R,li I I ;'# � J � , t � ! . mr VIEWTE 00 - � i 1 � � � 1 , = � - , � =__� . e I. I I H � W � � i � Z I � � � a , ;I, . --- I_- To GLAIM. 10 I i I ,- tIcs � I 0. . , � I � I " -, i I I I : � "§��Vs) - I � LOU P_: � 1W I : - � i �. � _,�''­ L-1----y' - � N I I .%%II"8) � ft . ii _ �, 11 i i 1 � I I ", 0 , I I .1 I V =q_-� ! ; =,5,01-1 - , - - - __!___ S =___11 i � __J ,/e i � , , i I i � ; : - � I ; I , � � , � I 9 � I I I I � FF ,� LL ; L I � 4 I � . , � - box , i 9 I I . - L _­_ ' ­L, 9 i i a vr r� I' � __ : -I-.:- ��,, ,I , , � -_ � - -1 I N " , !I I -11 . - - I -_ -, !J . . . . - __ _� - �� I . I � � � 7 .- � , - � , !,I" � , 9 '/A'*-�,. I/.*_2oAU' 1 � : p , , � � � or IT.* "I I �l =. =1r.12 I V1, , � - - L, F 0- -_ - `1 AN, . ff�;r Z., " � - -_ ,,, , - - � - -I I i ! ' ; : � - � . - ,/._nV.� L_ 1, ./ - ! la.',�_ . , i � 9 . , I ; . I ! I t I I . I � ,-----,. �Wmk i Q"- - . I 1 , - i __ I I .. - I - oA5S (1)-% I , ;_ - , - - I L 11 --- - - ____ -,# ti r : � t � . : I - P I - S.KINAZ� I , i - .�' ­ ___ , V i _� . 5 =.V : - - -, _ � i . ; I = - i G) I I 1 D 1 (�) 1 i T I I I I I � � S� BOLTS i ,I i 2 ; I � I I . ; � ------- I � L � � d I g 1 _01 I WWA; MIT 0 1 a rJ1011 I ,i , I � : L I � � I 0- ,-��, -, 1 � � I - - ,APAAATaN _J " . . : : L I i i _/1 4 -.. L � J, d : - ___ 15L I, " � . :, ­ � �_- ,�" ,\��,�!F��,*�&_�� , i I ! i - ;INER,.. i : i I I I I I I I I I � .r 11 i I _\��Iil T"'. I : I , , ­,.,,,,­ -.,, I -_ ITT 4�__ I i , I ; I I 1 - _ , � ; .r.- I I !I g i I , ut I,- --- - -_ L I �, I - ­ A 1 � r . t . I I "APAA. - .- - ­ : ; , ; � I � I rrr 11 I i I IEC- . I _k� , I � 11 : ,I, : Z 1__N - I - ______ -.--I- ­�R_____111 I --- _--­­­� ­ � I U) < �, I I � I � / _J i &_ 0 1 I : : " I I � , I - I; I - T= �'-_/­ � �t, '_� -L � I 1�� -_ - I -_ y v . : i I i � ,� fly ac� . I _=,� =-"-L " ' I .A,= I � I � I � I . i ! I � I I I I I i ... 11 I _, 'Too I . � . � "I'. Cas, _��L ; I j * � ; ! ; I � - I -11, t­_ II Exams POURED LIT i 4_ 3 i :_ 'I' '7­; 77 1 1 mn. � 1 i � � "a I z; �,, I I , , �1 , CONCRET , I =-r� i 11 , I I S� . o­. , r" TOLD 0 9 F OR - - I Coo POURED � r 0 �,Z,-, ,2 ,/;� .. - . - I , I I I �j L I � F, =."-,m� I ��_, L ,' 1� ,�, X I , I I i _ tOWRETE - !I, I �_, I - - , " ___ -, I CREj, _ � ,� I , I I I � I 0 - � VIM VIVO a � I CONCRETE ELM E Q" _ ­ ­ -­L I I � ,,� I ;1 It- I - I � i i ", - i;_! I " � ; t i ,X*�,_�_ -,, _/", ; 5= 1 1 - - 111,11.* a S 1 7 ', � L J '_ L I i I I _W ; I SOX ;220� W 1 1 i OF ILI I ; �1* MITI I— D.M.A&CINI& I, vi,,, 0 - � I REOU , ROURED 'Ir L EXISIM POURED 0. kX, - � � I - I . ;�� �, �`, - -C 1 i ; ! MAX ; or ILI . 7 [�j : Llc�­ 1� 7�111_1�11', 'X�,, � TRIED � C I Miv= � I � BOX . , 1 F�_ ,� 1: ,��_,.S',�",, ,�� 1 - _1 ki � , I . - 1` ,I . ,�., I - - , 1 I i of � " M_ I I 1��,' , 1� � L ", I ' 0 t: ,-, 'r��4 MIT ,r � - I I a) -"-, A COW - I �, � 1'� CAMA�) -77�, MAI � - ----- - ANCHORS FOR CONCRETE SEE SCHEDUL ON SHEET 9, _ ,,,,. I I I I �-� ,- i, Mi-i CONCRETE ffoa Elo. # ­3 M" � I --- = - f CXWVM POUREI ­� � , , -1, 4di..L- -- I EXISTING POURED . _11i�,�',,�___: '1� I � ­_­­ , L .�, � I � 7" 1 � , _ I- , _tt�� 274T--i - ­ -- -- CONCRETE � , ,�� -Am . , REOVAED I �_, � I , . FOR WOW SEE SECTIONS ON BMW 12 ­ , . - -_ - ; I � f � - -0 � - , - . I CONCRETE OR .. � ___ __ - I : ; t I I ,�, 11 , - � � I � - - - fit CONCRETE STOCK - ­ - -1 .- � ;P , - -, . � . C ANINDRS - CO." — 11 ­"-04 . , ; I - . REOURED - . VA' ­ ,,,,�� -W I L� _1�4 i I , I QAEA4�) q, 1) W STUD- - ` , - _Z,/�`_ -%-V- - I ( I I- /, � � - , I : - . . REGULAR STORM PAN I It- 77��, 1 1 RCOUIRED ,-' - - ! ­ =I=%. I ED X , L A a ELEVATION . _ I4 (Sa somotHILE W I (SEE SO4ODULE ON- - \�� - I , , i7i ifilliz� _;,� I - E � I : '�O. le ''I 1 C41 �;Vtlikp"_ - �, -W ,--- C."CRETE � : _.. . (1) �, --.. .�-] 1';,�A ,.� ......... " :,�' �__ � 'S"00DRED � TNI. I (SEE SC S.46 b " i , �� .�p (SEE SoNEDtILE ON I - , I ­r,/,�_ Qg;r. - - . JWA=� i I - -, i � SCALE 3,S . x;H 9) __1 , ____L_�____. - . , .-MR r - if, " ,;, L 1, I ,..:.-- I /M SMIS NODULE ON SRWTS 8 THROUGH To , � - I *6'0 � LL � � : SHMM a TIROL _'. I SHEETS 8 THROUCH 9) Am � - =, . -W. . 0 a Tt,iltousH 9) ._`I,I,,IIP =-- � I/r 0� : � L =10014:2=it j�%I J��_ - _(i) -_ �_ �.,-,�',,,� - - : .-.�=- * L _* , : - , I . I---- .t I � - : : r . 1/4' 2!1. CAP 11I.- PLUS Of a TAP­QR" CONCTIM ANCHORS --- , -, I'., � , �� to : 41.1, ; I � L C-1 I i _ = SCM" ON ��"� - I I � � 161" I TSM SCMEDUILES ON . � � I I 1.,� � - - I_ 7 . 11 � �1. : � SLEEIS 5 & 9) swwo; a TH"" 93 , I I i f _' , � I - I � I � =T=__1;11j4 �, � L i (MIX OVERLAP -I VOW VALL4Y) 4, i CE11 ING MQNNTING AA � 00 IMNQ ALURNATE PUILQ nuTTMOUNTING X66 MIQUINT11112 (D-M-) "r 11 'Aulka 01a MQUiRING � , 1/41#­200/4� S,S. SOLT CIO n , � Q �" - - I 1 8 " � - . , W/ 7�., Mkoff "I 4, -,T I ,_* I i lg%!; WiMPA-A 51 , 0 1 � L ,7/8�iq'. MNO NUT �1; _K___1_�____­__ - - �__ _­� - - _,_�­ � *A" some- 1� : I 0 � � �___7 -- -_ -1 - WAS, Va. I' SCALE Vs -I' so" 3/a.t" ALGE"te" WIV � ___WA, 1.15, "' .a. . A , Ir " _q) / / 1'�_4 _W1 , 1 2 1 2 X ; CONCRETE ANDHIM ll� - ��_M . otoom WAN) =&=n0o. i MV� ON - hoo. GAP "' - L'' _'_-'---­-­______ , 0 a) I � CONCRETE ATICHIONS � 1/4 1 I - W. - - -.1W ­--yovoRm ANCHORS SUHIGEM I � . �3 1 _­ D. - � WV STUD (SEE SCHEDULE ON � _FGEM0NFGMSIING * NEW I' WIDE . �Aas . 1/8' � EWE 067ANCE SCHEDULE ITS � I a 0. -i EDGE DWANCE PEN '_ ON ] i �­Ote@ �� CAffiM =1 L OLMM OR SEOQN A -A (TvD.) U) I - V� I - THICK ALUW TUBE OR I* A SEE SCHEDULE , 1 SHEET 11) L _M� IT I SEE SCHEDULE ON " -�- , =,. -01 � k - __� __ I EXSTLHG STU a/ PT WOOD PLATE SPACER I SHEETS a & g� so. 1, _;91;� OR "Voo RE' OR SCAUE 3/32'- I' - I - .1 � , __ A - 9,12, 11 __& .CV. I moum " CIO I To � 1 - SHEETS a & 9) L 11 WOOD BANDOC I RECKMED qEDUPOO I I - . * NEW I, INICE A VARIES A 1/8* i - 1121; : \"_� / DIRECT 6NO ftij, MokINTINg RE I 9 ­­ (n : ! I i 1-11 .1 ALUM. TUBE 00 I' . VARIES, /' I I - : 7 `11 _ , ffi WALL MQUNTIN TV � i , TIAN L. L, 411= � PA WOOD PLATE SPACER "I." � : 'L I SON 5" to I L �, I ' BEHIND TPAU � I To, . ==: CAN BE , � ­1­1 ,� � I COMBINED tN ANY WAY TO SUIT ANY M : 11 1/2' oz, ;, ,I,11011111111110 TOP & BOTTOM MOUNTOGS CAN RE . 11 .�� xr � CLINCRIM MCHURS � I LJMANI 2%" 519M I C_ IT ANY ,,I � I NSTALLAFICN. ­11 . SCALE 3/16-1- 9 e �__ mi;,�,=, ; 191 J:: ; � - - I 11-­ ­t"N", "CA106140 LU � ,� L I ,�jtlk A. r� �", COMBINED IN ANY WAY TO V - SCALE 3,%-I' SCALE 3/8-1- � �kw '.. �!Zo INSTALLATTON .1 - I I I = ..7% t__,_i_,q 0,14,�.ot� X� T14i ",I _�� I" " ,� Ir C_ ­­ I" - S. i 1. �, .. If . 6 M11 . i1P111 � - - "'* * ' - - — . - ,,, 1. I- ILIUM ' .V-�P, I 7777-7- . I 11 L - �, se * . '!� . att"'NO 'OURED �:: ". A-1 F��,_ I mi EXISTING POURED: � tO " $ .? FLORIDA BUILDING CODE MOT Velocity Hu cone Zonle)l ... WA. V`PM WNoN to Ir .. 11.1_-.401, FLORIDA BUILDING CODE (High Velocity HU cane Zonell _,1;��r-`..\r.ENg;`-`SF'1� FLORIDA BUILDING CODE (High Velocity IND cone Zone) I 'y HU I I I CONCRETE �3/4 - , i .I- _�,`.Mcw,; COO*C OR— � I .. - < ' 11 � = 1/2' W, *� 7 I --- . ( .0IM I LOCK ',; .1 I .1 . 1 .2M T,CTECP ""t REOUIRIED, --- ---E.D - - a *.' - PNIN "TOW, ,,c. f1p. a � MAI79_01a�m_ �­ - - . ' I t -= ,Tuloo, M FP - : IAGE GALVANIZED STEEL STORM PANEL I " , PcMKCKMEM PNWNCwMn ., . ,�. = * : = 20 GAGE GALVANIZED STEEL STORM PANEL OIINPA or on- ) 3' M.- "AarsI 400t, = - No 44167 1 = - 20 GAGE GALVANIZED STEEL STORM PANEL Wow BY = = 20 r OR- &,`. :� .- * S = *: I - .. - = FOR = . - 1'3�I_ ATE - I x6. SECTION X_X = * �,� H �= / - -- --- GLOBAL E.D� - EDGE DISTANCE BE = *! * 0�' �4-- :��_:� U/29/2020 � , -� 11LIEC --- TO SUIT ANY I � - w2m SCALE 3/8- - :1 , J . - . 11 GLOBAL PROTECTION PRODUM, U.C. " - S ­07� S - -- __ - " f ON TOP & BOTTOM IAOUNTINGS CAN a . J_ GLOBAL PROTECTION PRODUCTS, U.C. Ita". - D__ n- MI , '.) A,-.2 _� 11 JI&M 11 - - !.;4IM "O, ".t. Q1`9­`5RL W. xm%­754L FAx, A TMM - I FUJT rm0000,P UAMC FIL 3MI4 - � . T!Uff TESTINa a oc� ANN)wm,em 20-176 . - "'o, to. < .. -7U6. FA� ("ORTH-M 20-176 W, � CEO PA. COMPANY , LAW. P_ 3331 INSTALLATION. -, 20-176 � =.! , CEILING jgp ., - - � (AU)40 - .­,'��_q � 1;-0 - �- 7 \_ -:�% :�.0 f-el I (.il.., S ". � 01ATE Of-, 77��_> PROTECTION PRODUCTS, I.I.C. MM. (SEE SCHEOU F RM .... huWMQU N ORI Z 11LIECO.... \ 4W �W. 11 SHRE171 DETAIL FOR SPACERS REQUIRED AT TOP OR m, 0,-. � ILWL ITT STMT SHEET 9) COMBINED IN ANY WAY S - 14M Sm. 31 STOW Z ... ­1 y, 2�r__1_40 . . == tc.rA.la : � ,� 'O'E' tv � _­`1 - I MI-4011" -11. �� .;g_f0_, el _1�2 'J I "I // �� Mitotic - .t I 're � I BOTTOM IRA= ADJACUIX TO S1=ZW= Rloi� - _O�Ai­l - I .. " . - T . SCALE 4/5. I' _ Wll Ck-0owl. - WAVOK N.2 N Z"OkOL 'hli a -Mont -.1 ORAWINI N. . I. � 4KW%W11QU`E WAITER . ITLW � F� � �� � 1 ���� � � � ��j�lt - ­­,;,;+'V.2PC /"Alu"Ir n-i mr-M mnFLF . _J - _ - . - I - li SHM . or To, ,� BIA iolc"111'", - i . PUAAW u�T 0 .j)17 . I 11 -I- - %-M�-�M kg =_t=�= INM It. " " , -1 --- iI I I ! - Tow . ..W . 0- I - I I I I SHEET NO. SH 1,0 - — __r1__ITff1I I —,I- I - I I i - - - - — __ — — __ ___ - ----------F,--[- _71"Iffi- I 1, ]-Ill il�i , L , I 1, __ -1, I I - � �, — ___ , I . gi3# " 'a. PSIMAk1E AMD'I'VeI IL X AI 04 *cm a A, 9) WALL AND FLQQR MOUNTING INSTALLATION FOR F=7� SPLIT PANELS 7k rz va. Ile MO., 4 V/2" x AN, ED SCALE " DETAIL 1 , WA /. ;.r 2Z OWN, WAU. W.UAI CAN. CDMOITK`N) AULLION SCHEDULE V­ MULLION REOLURM W­ SPA4 (Ft.) TUBE MULMON '�DMACINST I= st'"Com ON A , .-G. 2'. 3' 11 1/8" 10 1'-6' 2' v 1- 1 70 W-10, 2 ' 2- e 114' C-AO' TO 8,-Ir _2' x 6'.a 1/8- ENRA ELSr , SECTION I SCALE 3/8-1- NOTE: MULLION CAN ALSO BE 00 BOTTOM SO THAT IT 11"L401CIADTIEN01 11", OR"WN?"W". (ONE PANEL OPENING W/ TUBE TOP * BOTTOM) VxA/2 Fv U-1 dl� _TT T JJ A+2 j SL=N Y=A SI!Ljl STO ELEVATION SC,4LE 1/4--l' "NEIM-41 FLORIDA BUILDING CODE INSTALLATION DEJAIU FOR REGULAR FANEUQ1 & ClA INTO EXISIM3 WOOD STRUCTURES -7 to nw T tl II II- Vk INgAumWiA=LL OUNTI gh - AuEamm 3w SCALk 1/4' - I* saewn -7 rm. 1BUILD-OUT MOUNTING immm"MON - ALTERNATIVE I SCALE-- 1/4' - (- CEILING k FLOOR bjQ=ING WALL k FLOOR MOUNTING WALL MOUNTING DWALLATION - ALTERHATWE INSTALLATIONS -ALTERNATIVE SW (SECTION AT TOP IS LIMITED TO +55.5-67.0 MAX, SCAM 1/4. - I. INS1ALLATION - ALTONATIVE 2 AS-D, DES" PRESSURE RATING) SCALE- 1/4" I- SM%LX_' 1/4'- 1* FLOOR MOUNTING INSTALLATION - SECTION SAW SCALE,- 1/4' - I' L INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN AND PANEL 'S LENGTH UP TO 8' UP TO .55.5- 72.0 LOADS p�I;J. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD -8' MEMBERS TO BE SOUTHERN FLORIDA BUILDING CODE (High Vel"Ity NUT "no Zone) PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL No. 4167 20 GAGE GALVANIZEO STEEL STORM PANEL ST UF_ GLOBAL PROTECTION PRODUCTS. LTC. TOP""INGS 0- 11 B To" �OUA NOS - BE 7. U OP .=_- "..' DMBI:N00111'�'l WDNATT. 4.1 :ASITALLATION.Owww 4800 ILV. 51 STREET MVIE. M ALI (qwm-754S. 20-176 E TO �;. ANY L w! (RU)NIM-M, ow IRA) I-TN: WALTER A & Tu� rr U. P4 44jz CONCRETEANCHORS CiONOWE AN04M ft14f CONCRETE ANCHORS. SEE SCHEDULE ON SHEET I., (SEE SCHEDULE ON-\ , _\ ? TM ON SM H15 FOR WOOD SCREW: SEE SECTM (SEESOW 11Z' 2 *1w 15 2/4, 3/4 4/4 W4I CR 1 F*1, 2 & 1W/15 "04m"Ev CONCRETE : REOUI ED\ it I I POUREDI CONCRETE kk _1�....1_. , _IJ .1 _43 f If IT- r5a S>IMW INA- rsa SCHEDULE (MOM" PAPID0 4XITERNA PANEL) 0 SHM 14 (Do PANEL) (END PAWA) 11OR W7,gOATION IFOR wa SEPARATION TO CLASS tA�v a 1=0.* - I -41V 7 1 i I I I i lit MID 0 12 1/2 O.C.1 " STUD 0 12 I'Vo. 1 (a, vt� (CASE I) SPEED SCAR J E (SEE Om 1/1.) SE J. A Loa,. 0,11 PAN IINTERNATT LOCATION 6T _x END P'NrL') (sm D"'As 1/'4 1 1 & 2/14) Re RNNIN11'el' LLt REQUIRED, +1/4. 2/4 24j4 3/4 ON 4/. & ;W/15 41, Z k 1W/15 ALTERNARE LOCATION --J ON LIFE SAFETY PANEL L­ AREA WIND UFE WET( PANELS OF I'TE (SEE NOTE 19ELOW1 Ce REOULAR PANELS W/ OR L LOCATION SAFETY PANEL W/O REGLdAR TRACKS (SEE NOTE I COW-" ANCHORS mu LAST PANEL p TO BE PUSTAU.0 AS E. OF LIFE SANITY OW PANEL 'WAYS BE HANDLE OPTIO EQR LIFE SAFM #1 TO FACTITAI A 11 $TOF NO ar wm OR mo'ro, FROM INSIDE SHEET 14) COW REQUIRED PANEW1 A Ll OF STRUCTURE. ELEVATION WALL MQUISTINQ 1NST6U,&1LQ WALL AND EMIR MOM I SME 3/32^-1' = SECTION _1 SCALE: 3/8' . I' =_ SECTION _2 SCALE: 31W - I" (D Ile TILL` Mau 011' 1, LIFE SAIETY, STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) Y. ��08Ism OR AS INTERIOR PANEL. (ANY PANNE1. LOCATION IN BETWEEN FNO PANELS). pgfts LIFE SAFETY PANELS WAY OR MAY NOT BE INSTALLED ADJACENT TO REGULAR PANELS m w PMELS (W/ OR W/O REGULAR TRACKS,) SEE HOT tj 2 LIFE STOP PANELCONSISTS OF GALVANIZED STEEL STORM PANEL 02S $ECTION 19-8 F F PER SHEET 2 0 DRAWING, EfNELNT8. -1' LOWS ITSELF To a SCALE 3/32' THIS A E REMOVED OR INSTALLED FROM THE INSIDE OF STRUCTURE. 3. LIFE WWI R BE COMPONENT Q) A, BOTTOM TRACK To kN0111011"N", BE GOMPION '.5 ES 2 Or THIS DRAWING, 4N. LAL Top TRACKTo Y a LED WALL ORSOOR MOWED rOLLOWNC SECTIONS I a COMPONENT E I 2 ON SHEET 14. r 2 ON THIS SHEENY AS WELL AS DETAILS FLORIDA BUILDING CODE (Nigh VatatIty Nu Orm ZOna)j 4- Wi,. LENGTH z SOMPPACIOM , M AW-14OR'O" -N ON m, SPACING 1.1 ®ANCHORAGE AT BOTIOM IS GIVE SCHEDULES & Z SHM 14, 20 GAGE GALVANIZED STEEL STORM PANEL DAMON 01 6 COMPONENT MAY BE PERMANENT 09 "MARL Via/am 5 SEE DETAILS FOR JNSTkAATI0h INTO WOOD FRAME BUILDINGS ON SILEET I!i. GLOBAL PROTECTION PRODUCTS. U.C. C 111LIEOIN.- SEE -176 IMNICNA(RAWUNN 45. W 20 6 S SHM 4 FOR DUAL APPLICABLE TO THE NFCTSS "i FOR THE INSTALLATION OF OMI) -1-9w DA%w PACERS AT TRACKS INSTALLED ADJACENT AND BEYOND TO STUCCQ/WWO RANDS. RNEEt I- W 26 M XIMUM A-a-D. DEMIN MUSLIM RATING (A.S.f.) AND CORRESP-QNDING MAXIMUM PANELLENQTH L. �HEDUILE (VALID ON FOR P &(Ri wA"Tm As PER sEcnoNs i rNsru to, ON SHEETS 4. s * r) W"UM ASL am iv'n V�m THEM .,a-% _7zo T'-S' OR LESS z Ile LV490LMM I THAN a A I .56.3, -72-0 17'-S' TO W-a-M., 2.1/1' UNIMISO I need 3 & 7 -55.Q. :Tz�_ 'w-a- TO 1 V-2- M­ 21/2- 6 an LOS 3'A/2- 4 Tev MMIMUM A-5,11), BOLTED III Ij4'*-2(6I* SS, WLS. At WIRGINUT ff MoW e, WOLDMIM Or PANE_. ERE53URE UJI AN CORRIMONDING MAMMUM-ANOM PANELSCI SIGH LP FOR GU S (1) & Q INSTALLATIONS INTO EXISTING CQNCRETE & CO 1RUCIURES (VALID ONLY FOR PANELS@& @ INSTALLAT" AS PER SWr*NS I THRU 7. OR SHEENS 4 & 5) MANAKOM AMOHM SAXINO MR tM . a 1/2' DESIGN TAMON' a W-WR CALX-W PANELMAM FDAIILE 0 MAK13J4.1t MUS CABLE To SWM4 # a MAXINWw PRESSURE TO I) TO COMMIT CONCR1171 m TO To 'U 10 COMMUTE CONCRM 10 0oNMm COMICAM M CONCRETE CONCRETE To DOWNED: ""m I ANY CONSINATION OF THENI I LEMM RATRIC III. sU5Cx m" Max mm BLOCK IF MIA W/A M/A AIIA KvA MIA 1. a, It" N/A IV* WA =,L %/A WA Ir NA N/A NIA NIX r #/A MIA Er M/A 2 (BOTTOM) �55.51 WA W, N/A r WA N/k N/. 3 & 4 fmp) OR Less 09 LESS MIA MIA 6' er 3 jDanow) N/A WA a, MIA VA S. NIAL 7 crop) MIA 4/1k Ir 5w, r v 4 7 (BOTTOM) 4/-A-- 12 '/2- I� 1,12� 11 IT SEE SHEETS 10 A I I FOR AKNON' WK A, SPACM FOR WMALAMONS INTO WOW FRAME BUILDING, MINIMUM ANCHOR SPACQVS AND MNWM EM OVSTffi= AVE "1061W ON THIS SORMULL FOR to LESS I'" VIDICOM ON SCHEDULE am= ANOW SIvzw BY MULITKYRIC SPAOM $80" 44 WIMUME BY THE F*ADWM FACTORS MR M OPERATOR 70 BE POSSBILF_ MM S�� OMNED USINZ PACTDR 90, BE LESS THAN WRONVIII SAIMMO mo"I'm I'm EACH ANCHOR T'PE AT Awm LIMEND, Ammm rot 1/4'. 1/4). ",CON W� PURI 4/4*. 1/4-.- Th '4� a" A4OHItR wmm (K) -MANA FLORIDA BUILDING CODE (ftb Velocity Hu"Icana Zone) 4,/2 NO., 4167 amm m mm mamov• 20 GAGE GALVANIZED STEEL STORM PAWL, FAf SIAT OF' ------- r GLOBAL PROTECTION PRODUCTS. I.I.C. am S.W. 6 STRIM PHONE (0UMNW-754& FXIIj 20-176 CIA: IN,- P TLUT a CLOP) a' NJA WA SWNL f,¢K-M SOMA -SET eAeml ale LONG '&Vle LOW BR42S DUSIM wl INSTALLATION DMILS EOR REQUIRAR PANELSCh 4'.-2 I&S� b 6 11-V MM Me pm UWMS w M W-0. AN; f 1/.- D.C.INI X15TINQ WQOD 5-TRUCTURE5 PAN MM 12 1/2- 0. C. wv I ilr wh nw,"D tgN 7 TO RIADEP TOM NA Lf%TIH5 UP TO 8, WOM WAOM VOLTIF P Q Zi AJr OR Gab numm ALTERNATIVE IN ALTERMIBI 2W SCALE 3/8-1- SCALE 3/8-1- WE SCHEDULE OR SHEET a SEE, SCIAMUIL ON SHEET 6 MAI W. SWARATION 10 MASS SEPARATROM TO GLOSS Emil 12 "1 es _7 ED Eat ED ED M[_ 7 EOI I, EG 114 I.D. 5/6' LOW BRASS SUNIM "w/ 'x-2w, III-& vs. 0 I/*' ITC wm owr RWUWn "s FOR PAN L09M UP TO -V AND 6 4 IV. OZ MR UNSIMS UP TO r-b* M- ne OR '14-10=Tl :01" 10 O"R"N I woo" PAN. I. , /r . M sawwS 0 i;;�. In, lNeam ALTERNATIVE 3W At AW i/e W. THROM PENIORAMON AT RNNm OF OUSTRIC WOW PLATE POR AM SCALE 3/8.1 ALI. UENGTHS UP TO W_8� NEON t �!�j ALTERNATIVE 010 00 EWE ALLAM INSTAU=N LOWIONS NOTE z SHUMR TRACKS NOT SHOWN FOR CLARITY SME 3/9-1, SCALE 3/8 NOTES 1, INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH KS.D DESIGN LOADS UP TO +55.5. -72,0 PSF AND PANEL'S LENGTH UP TO W-B" FLORIDA BUILDING CODE (High Velocity Hur cons Zone)I 2. FOR NEW WOOD FRAME CONSTRUCTION, WOOD MEMBERS TO BE SOUTHERN Ab PINE NO, 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL 20 GAGE GALVANIZED STEEL STORM PANEL BRAIN w. GLOBAL PROTECTION PRODUCTS, LLC, Ro Am S.W. 51 103w TOP & BOTTOM L40UN11NM CAN BE COMBINED IN ANY WAY TO SUIT ANY apT 20-176 INSTALLATION,iNl DMANNKI ft VNKT 11 OF 26 STUDS 0 EVERY OVERLAP (12 162' O.Q To HOLD o PANEL 1-1 1 1-H lKi I I It• NISI SEE INTERIOR PANEL END PANEL 'I Z. L OR DIRECT MOUNT ANCHOR ANCHOR SPACIAIG SPACING. V-3, to". DETAIL 1 : WALL MOUNTING IN51AUAIIQN (APIDUCABLE TO SLHEDULE 1) SCALE. 3/le - I - MAXIM URE RgiNG (p.xjL_M MAXIMUMCO SPONI3iNG At 001urIN11 INSTALLATIONS INTO CONCRETE & CONCRETE AWQK STRUCTURES STUDS 0 EVER OVEFTLA %2 Z2 0- C PANE $/6' W- (CASE 1) r mm, (ow 0) 0 ALTERNATE LOCATION AT END PANEL PANEL '---END PANEL WAI D., -3,- 0 FOR #2 FOR III- ANCHOR MAX, ANCHOR spwou SPACING DETAIL 2 FLOR MOUNTING INSTALWION (AEeIjrAQLE IQ SCHEDULE 2) SCALE 31sr - I' MAXIMUM &5& D NG CR.&J.) ANQ ORRESPONDIN M'mw DESIGN PRESSURE ROM t-r- 'WCON u W-W mg--w RMAWIT Fowl 0 AANELwa Km I APPUCABLE TO COMBINam IwmtvwUM PAREL LUMN V (IL' p� . To _T COMOR" TO BLOCK M =4RE7Tj;;�'0TF`T1HEO A N/A N/A N/A ter, N/A I & 2 (TOP) +65D. -7ZO ON LESS N/A MIA N/A e _N/A - 1 2 (TOP) 55.0 -72-0 9' 5� 5' 9. 9. - 1 (BOTTOM) 51-0" TO r-S, .550 -72.0 N/A N/A N/A N/A 6* N/A I & 2 (TOP) to 4' S*' ir a. 1. _F_ 7 _(oomm) 111-31 wwwm AMC, DESIGNTAPCONa PRCMAIE RATANG Oat.pwmw �ASE I MUD R, s/w W. rv* w or AIX* Ca 0 " a 3` iwiflew w or AN;uD APPLICABLE DCOMAKIMUMI�ANJEL wy OF THEM LENGTH It") _PI TAPCON 96L9-N! To ms!m- 10 s2!mu_ CONCRETE, .49.2 -615 1. S, 4 '/2- 2 (BOTTOM) 7'-6' OR LESS +52L8 _eELO 1. 4. 2 (BOTTOM) r-6- OR LESS 455-0 -77-0 2 1/2 2 1/2- 4. 3 1/2, 2 (BOTTOM) 1--6- OR LEM +550 -72,0 2 1/2. 2 1/2' 1 NIA N/A 2 (BOTTOM) 1>7'-6- TO W-0-1 1 .55�. -11. 1 N/A N/A 1 3. :r " (BOTTOM) _DdjV_=AM _GNTM­$Sc1Im_uroR TpA0W65 MID MINIMUM EDGE %0$t2b ED, LESS THAN m w_-zw REDUCE ANSpAcm In AAA.TIPLI'M wvamo SINOWN ON SCRIMULrOf INC FALL FACTORS FOR THIS ONOMPIDIR TO K PDs$ea, FACTO REDUCED ISPACNIS 01170M USW FACTOR SWLL NOT fit LMS THAN MPSPKCM ""MO FOR LAC" ANCHOR TYK At ANWORS LUNDMIL ANCHOR Tvt A, o4ftT 1t4. VM= - I IRA AND" 3 3 71/2 CIO -3 "2 1 ACKIRL BD,. OK "NCO "cluit 2__ CODE (VAUD ONLY FOR PMELSrl)& QINSTALLARONS AS PER SWTIONS I THRU 10. ON SHEETS 4. 5 & 6) MAXPAIM AN040M SPACING FOR CO.. 3 11r DESIGN .PT.-- 17 TAII-ORP CALKIR! PAN FUWX 0 PANELMIATE PLUS SOUD SET APPLICAW TO SMOONS # & MmIwUM PANEL PRESSURE PAIM (P-1) TO ComcAm f TO CONCAM in= I 10 CONCRETE To I CONCRETE BLOCK TO CONCRETE CONCRIEM BLOCK TO CONCRETE CONCRETE RUDD, I CONCRETE BLOCK DO TO* MBAw OP THEM LO. IN v (-I .7�./A MIA N/A S' N/A 61 MIA a' N/A N/A I MIA I (lop) 4� /A N/A 6. N/A N/A I (BOTTOM) ­N -/A N/A NIA IS. N/A N/A N/A N/A 2 (TOP) N/A MIA MIA 61 N/A 5' N/A 5- N/A N/A N/A 2 (BOTTOM) -72 0 N A N/A MIA 14 A N A N A A N 3 & 4 (TOP >7'-S TO W- OR LESS N/, N/A 6" IS, 6' S' 6' MIA N/A 3 (BOTTOM) N/A N/A N/A 61 MIA 6' N/A N/A N/A MIA 7 (TOP) Or- 4' N/A MIA a- ir 5. 6" N/A N/A 4 & 7 (BOTTOM) N/A N/A 12 1/2' 1 5 1/4 12 1/2' 6 114- 6 1/4- 6 1/4' 6 1/4' 5 7/4' N/A M/A 5 UOP/WTTOM) +50.0, _63.3 N/A N/A 12 1/2- 12 '/?* 6 1/4- 5 1/4- 1 6 1/4- 6 1/4' 6 1/4- 2L_L N/A 6 (TOP/BOTTOM) >81-81 TO 111-21 +55v0. 472,0 N/A MIA 6 1/4- N/A 6 1/4- N/A 6 1/4- 6 1/4- 6 1/4- IS 1/4* MIA MIA S (rOP/EOT(0M) To I1*_2' N/rA MIA N/A MIA MIR N/A N/A 6 1/4' 6 1/4- 10 VOP) +43A, 4. MIA MIA N/A N/A N/A N/A a. E. 8 1/4' 6 1/,- a (BOTTOM) OR LESS 1: N/A N/A !�/A A /A 6- 6 1/4 fil 1/4- OTTOM' 9 (BOTTOM) 121-4" OR LESS /A N/A [ N/A NIA SIX SWS 11), 11 AND 12 FOR AN01DR6 TYPE A SP-CMIO MR IMSEAUATIONS INTO W= ",WE 0"Dow" PANKIKINt AM" WACIAM AND MINIMUM OW DISTANCE An WDICkITI) ON INS SCHOULE, FOR ED, LESS R v THAN ANDCXTED on watu REDUCE ANCHOR SPAC04 By MPLIftlama SPACING SHM ON X-HEOULE BY THE FOLLO"I's FACTORS, MR THIS OPERA"ADAI To Be Posswu� REDUCED SPACING WtAkeo USINO 1ACTm SHALL NOT Be LESS Z MINIMUM SPACING MIDICATED FOR EACH "NOR TITS AT ANCHORS UZIENO, ANCHOR TVIE 1 1 4 1 �iNheae� _�� 3 3 1/2 Ir. 4 3,/2 AmK ta Gm aswiMm 3' INSTALLATION DETAU F9R REGULAR EANELSd) & INTQ EXISJINfi WOQD STRU!QTURES 7 '�7_ T-7 V4-1 0 PANELMATF PLUS O.C. W/ 1 7/8' REAM PENETRATION TO I EXISTING WOW HEADER EXISTING WOO HEADER ISTING WOOD HEADER 4 'lr t 6 ./47 MC-ac. WOOD Hw�Rll WOOD HEADER REOUIREM- 44 -jl REQUIRED fl -3 Ljr7nLJ 1j" �1� SEE ,.A,. SEE SCHEDULE ON MR SWARKTION sm a FOR 44,1. SEPARATKIN as. 3 To CLASS. 11 M.. PANEL LENGTH Max. PANEL LENGTH M.. PANEL LENGTH (SEE WME (SEE Non 1) (SEE NOTE I) 4, SOi 6dxSOXOF OF 'L' Mo VAX L DOW no 4. Oz. TI 61/0"4 2N4' WOW YILA7K 2*.4' WO001-KNI --1 2*.4, WOODPLATE -T- _J14-10 FAINaMATI, PLUS FIEOUIRW RED F=T.. At REOUIRED NEOU 7 i �'� 0 0' PLATE fill 1 4'* LAID SCREWS 0 me YAOTH OF PLACE 1 II '.0 TLIK"RED W/ TF 0 1 w-a- WUNTIS .21 N AT MIDAIDTH OF PLATE woffu" AWIRUM DIRECT__MQUNT__1__ DIRECT moutil jAfiWtW IIISTALLAT19H SCALE 3/as. AMUMIYE D-W SCALE 3/8.0 SCALE 3/8-1- NOSES: 1� INSTALLATIONS FOR ALTIERNAIMS OW, 9W & LOW ONLY VALID FOR BUILDINGS WITH A' 5.0, DESIGN LOADS UP TO +43,8, -48.0 MMI`� ANLO "N PANEL'S LENGTH UP TO 12'-4' U 2. FOR NEW WOOD FRAME CONSTRUCTION, WOOD MEMBERS TO BE SOUTHERN EN PINE No, 2, W/ SPEMC DENSITY OF 0,55 OR EOUAL FLORIDA BUILDING CODE jNIgh Velacft Hur one Zone s 1.= MLTEDM INC FP NOTE EM COMBINAI)ON OF SECTION 20 GAGE GALVANIZED STEEL STORM PANEL DAMON TOP A BOTTOM MOUNTINGS CAN BE 51 E w/a/110v COMBINED IN ANY WAY TO SUIT ANY GLOBAL PROTECTION PRODUCTS, LAC, oZi , �17, �-TC� DAM INSTALLATION. 4" SX 51 sow s' �- '� i ON&C Ft_ =" No I FAX, 20-176 *i - ii .:� INSTALLATION DETAILS EOR QPTION j 1 EQR LIFE SAFEJY STORM PANEL SYSTEM 1"4-4 LAC S"m 0 w. Mr. W/ '99MADIS, INTO EXISTINf2 WOOD STRUUM PIUMEMIM f TO WOOD HDAM TOT EDII ED Olt EQj 7 STUD 9 2 Mac 2 ALTERNATIME I I IT SEIE SCHEDULE ON SHIV 1. MR AR, 111ARATION To MASS ED! 7-77-7 EDP ED ED OR ED W= KATE Rmvm RaE REQUIRED 14 IC.- ALTE,!NATIVE 3 ALTERMINE KRF OP. Low Mul" In Nmwl- & ANCHOR LOCATIONS ID to ALIERNADVE PAAEWTE PUS D ". M�&l 114r, I"REEMIM POWITATIM to ING NQQ FA&LS&NDITIONS SCAM 3/r . I, PLATE NOTE z SHIRTER MOCKS "In S"DNm MR CLARITY WALL MQUNTING INSTALLATION AUERNATIVE I W =4Z 3/v 11 PENS, 7 1 FLORIDA BUILDING CODE (High Velocity HU leane Zone) Z NO. 20 GAGE GALVANIZED STEEL STORM PANEL ORM"I 91. 1, IWTAtImha ARE ONLY WILD PC UP LA';ALDINOT WON A. D- DESIGN UVOS .5MM -7210 PIT AND PAW11's FO MUA _ a'-B. TO \ 0/20/2M PROTECTION PRODUCTS. LAC. GLOBAL PRO OXIE. FOR NEW WOOD FRAME CONVIRUCDOM WOW UN BUS TO Set PINE: U.. z W/ SPECIFIC ODaft or Om OR co W_ IILIECO...� 197ZROZ COMPANY .800 SW, 31 STREET "L �11 aivTo PNGDL 20 -176 r- N.00 r.D"" cm HINT' 4- E, w -I - Wli I i --- i -4-" (3) W C_ U) _0 -Cu > 0 CL 4_0 C 0 0 CD_ Cu U) (D 0 -m 0 0 0 = ICU C: 0 .0 11.- CIO LL 0 > CIO - Cn -0 a) E L_ "0 Cn CU '.p C= CIO z z W J Cn F1' C3 4" < ZN_ CL On cc Cn Cn w Cm m c-4 GO v as C/) LLJ z SHEET NO. SH 1.1 -- - . '3" MAX. - - - _____..--.ANCHORS (SEE SECTCONS ON $HIM 17, 16, 19 & 20)----- ------ -- --- - - ----,- *307, 4A/t7.J5A(IA. 31i 3' MAX SAW/19, IMI 9 It ANN/20 - r*z/'1"-.:JIl a amew"20 ---- I- M!N» I -- -- - ---- -- - --------- -- -..- �----- -- - -- I 0 0 0 -------I--- --O------ 0 . - -- -- -1 a 1 i 1 � 1�� � 1 ; � . ; I -- ' , ---- ---,- - I--- I � 4 I 1 � ! I I I f I � j � i r , � i 1� I i I I I 11 I I I I � � i ' � . . I t :j I � 1 1 ; I l':1 1 I ; '! I I i ' 1 � . f I i 11U1 � RI-1 i L 7 i I; ! � I h �i (J'Alig I I 1 oce@ , t' .� a ... I � 1 1 t I 1 ROAAAR , 'i , � , � � � I ' : '(�. FA *iL � - 4,01:- - I ' 1 91 I U,E .1 I � � I : 1� ! - !70-77-71'--�-,' -'�� -- - ] I k L, 7--- 4- 1 L- -- �--- -­ --- -- -- - --- .4"----- - ----------, - --- - -- .0 I ; i �Ii t I ----- --- - --- ---'--- A MAX. A ;- -------- ' - , � � �.'--. , -'-z-T , .--- - - I I �� � � I - , - , _'. _.___ I , -- � � - i - - -L � , i - . - ... ,4v PANEL LENGTH , '� , z 'p'�7'A. uv� � I , . I - ' i � 1 -�"U ! I . '- I *-K RU WASHER At � , I i - � (SEE SCHEDULE) �f I I I , I 't��' --- 6. � -- -- � � .. - - t . � --- 1 . -- t - � I I ! ;;I' I � i--�- -,I - I � I I . � I I � : I It. - �' ; ; - �� I I I � I � i I i I *1 I � � 1 1 i i I . I . � - `�' 11 � � "- � - �0- - � I I ; � - , , I 1% , I J . 1, -- I 1 ... i'...' -1 � - � , - � �- � - �," - - ..� - 11 I I . I - , - 'I � , . I - -1 I � 1 - - - - i I - -----'---' ., � - --�--1 �-­' � , ; -1 --� I ' , f ,-�-� � il--ijipia� - -- I - 1 4 -----'-------: 4� � --- � -- -1, L F- I ; � , I -10CQUAl 0 - UY, SAFITY, - I . I � PANS, - f I �: *I - I - .1 I t I I � i 0 1 , I - - ''A' ---'--'.-- . I ­ I -.1. - -- 1 O.M.4-4- , � I . � � L�' " L:04sim ; -+W17, AA/I?. 5A/19. I" AIR a 157 & Rof F*61 I I . Lp, 38/17, 411/17. W/tIll, 3- LIZ. �1MIN, GAW/111, IAW/19 & Ell dew/Is, FEW/to & ww/20 I' mlw� -1 I. I---,-- -- ------1--- ___-ANCHORS ME SECTIONS ON SHEETS 17. 18, T9 & 20)---,- - - -- - 11 -1- - - I. -I - 11-: OPTION 12 FOR LIFE ZAFETY STO M PANEL(I ELEVATION SCALE 3/16--1- I/r WAIL w SECTION A -A SCALE 3/16--i- 1 ;'z;73 �w-$JZ4:4-;t-aslo!ilutmv�UAI'At'Lym;fm:qw!*ZLen; e - '----,-- ----r Max,I MAXIMUM KS.D. PANEL LENGTH I DESIGN PRESSURE 1 L (ft.) MINIMUM SEPARATION PANEL RATING (p,s.(.) I (SEE SECTIONS) TO GLASS CONDITION +55.0, -72.0 1 I 8'-8" 2 3/4- UNBOLTEDI -- -- - CODE INSTALLATION DVAILS FOR OPTI N E98 jjFE AFM 5IQRM PANEL SYSTEM INTO EXISTING POURED CONCRETE OR C ,'K STRUCTURES -- lj4' TAPCON ANCHORS --_IJ4* TAPCON ANCHORS I ' TAPCON ANCHORS _._ -,14 1/4' TAPCON ANCHORS � 0 9. O'C' a 9� O.C' I I S. cc. -- , 0 0. O.C. I POURED ... MR-L I , -1�' BLOCK REQUIRED I .. r-c-- - . � , POUWIED CON04M, ,,, OR CONCRETE -, I ,,, BLOCK REQUIRED � " - . : I - -=Rm � '-'�"' OR CON I , j �%' I - BLOCK REQUIRED ; - - 1---C -- A ve:lLi I " ,,-% i -,- , � -1 Ji , -, 1 , � I r,6;- "' � � ! � a � 6T j CONT. � '11'-�'-'41--A I 1 III, mostwol, v I I t I . , I -<]) I 1 -40� TO --- JI 9 , i OLW = -1 - ! , I � F - r . �a Ir .31m, I-) I . � I . � � I t VnRo I.) - 0 =111� � L !� I I .,..."-: I 2 g g --�'- '-'!'�"' - - !2. I : I . It. I I A I I I : I � - i - - 4 �j I � - �11�' ! ' 1 I . I I �- I --Ik -, �' --'� 1 . fix. -]�' I I I .11 I I t1d - I I � ,,� -/.4-�'-!iia� - - ; .1. ./ Y164 . j"� I �� i I I I . 8 ; I , . ----- i- I = . ' I -----I Z9 � ; t I � o , i � I I : . I I i.-":�--�"'-- , -] Il I ,----.1 � I I I I � I I . i I I '- � 1�11411"11�1/11111-1 1. i._.{{ I Ema- I , j I � ' 4- I I ; ' - � 4 I ; ; It : i � 111" L---j I � ; 11 � -J i 1 ---L ------ j - I " I = - T- z. �. : -, �Lg . , , " ',-71eo , 3/ 2' WING NUT � �'� -.-.,a,\ fr. . 3/32' WING 0.1. '1'2 -xT WASHER 0 1/2' O.0 � I WASHER (BEYOND) ),?A* TAP 4 ANCHORS * TAPMN ANCHORS - - - , -, , J',2S0;Z­ .1 ­!,(4 -0 04 t/2 C. (51AGGERED i;� STUO) (STAGGERED W/ STUD) . ­jOURED CONCRETE -1- ,--OURED CONCRETE OR CONCRETE BLOCK REQUIRED WALE INTINQ INRAUMON OR CONCRETE BLOCK REQUIRED WALL IIIft&MATION 7EL 0 99%i SCALE 3/8*-I' e 2 UEE M= PANEL SCALE 3/8'-1' SEE SHM & 20 MR ANCHORS TY�t & SPACIfM MR12 O&MUATIONG Ono WOOD -1-1 orwR T" - Y�Ii T*CO- -- �"0011 I M� Aw" whow (J`4 3 nimm: BOLows MINIMUM ANCHOR SPACWGS ANDJWNQJUM EM DISTANCE AM .0070 ON Tim , fs;�. 0 -, -unmoort-LoTrt (A:) - ) wwCuLE FOR Ebt Em THAN INCI ON SCHEDULE Rmja AAcnCR PACM BY 01AMYING SPACING SHOWN ON SLOOME "ALAI lc.'� Ill JI'4 ZAA�---*�li = I -- . 140.= . 3 - AMa& IAL E& - ROBORL By THE. FOUjDWN1O FACTORS FOR THIS OPERATION TO BE Z=USCED = . = * ' , a -- I -.1--- I- --"--, , 1-I" All --- SPACING 091100 L NOT BE LESS*m MINIMUM, tl WORCATEO FOR EAC,J ANCHOR TYPE ON TW SCHEDULE -------�AYr' , ­, ,,-­­ -,_--,-:--, - --- , ­­ ­ 3 'Ir - - - --I , � $ s7s... � i !?� 1'&�: �-t � I i,.'- ", - ' " I i I'll I i � I 11 - ' "I 1T�---'--.T I I i � -- 1 ; -'� I i I I I I ' i III 1,0*4000"I � t 7 -0 I - F � =.% I 1 -:71 F jj 1 Rest, IQ 1 , i q I . h d .1 mmv' CLASS I" I --l' � - f, -- , � ""I, 9 I - R ' t � . I . i I - ; 4- ; I I I � V 11 2 u�� :1 11",-c- - " 41--�mln'-' - �-- I �t� I : � I r .1 �' 9 I- �4 4 -.- - P- ; , �-- w4q wr'- . � I , I i , ! I � i � i 1-----1S!1--- , -7 IK- - r-,- ...... vl- I = "r -:1 I I ! ft-- I t 4 � . I 7 i I I . � I ---- - - I i 1. � . I ... �t',- , 1 ��-!/ " � 'L �,. n "",-'L, � ! , I I ill� (1'�"�� i I "I �0 � I i - G � I I � , � � . I t ' ' : LIL . I ! ; � ED.- '- ).. I t , , I I , , t i � � I � � , w ' : I I I I - � - i '/j�---: -.- -1- - I I , I I... - -- IN '-- --L- - -1 � � "� . 1/4 - W W/ A�t I T--- __,/;O /4*&S, M.S t - - ow:, 1 '32 ' Wl NUT WASHER . It - " - 'V/411'=323�421N'SG� NUT WWA/SHFJt . - 6 12 1/2- OZ. I I --- : I BEYOND) ; r � � � 1 _­._jy4' TARCON ANCHORS 4 lIr O.C. � -------- �=,,, _ T I 0 4 112. OX- . -.-POURED CDOCREME .1 --pou"m CONCRETE OR REQUIRED CONCRETE BLOCK OR ZO00 EYE BLOCK O or m WALL MOUNTING INSTALLATION WALL MOUN71NO IT ILLATION SECTION 4A - afa" PAN 0 UA59MMEL SCALE a/al SCALE 3/8"--I' INKAL ON DETAILS FOR OPTION # QR UFE SAFETY STORM PANEL-S)L�M INTQ EXISTING FOL)REQ CQNCRETE OR ,CONCRETE - TURES _114'TAPCON ANCHORS -- I'll' TAPCON ANCHORS a 'a,D.C. I 6-1. OC, PQMED CONCRETE � �'- 1 1 1 1 OR CONCRETE &Wk "I OR 20 WYE , - I �' REQUIRED 4 , I ` * REQUIRED El - : A I '.. 1 11/4- 4 ' , I I ====I- " ' ' I r , � � 4F � - ------ - 4 � 1 � CO.- i "I .. -1 I S t * I I � ! : . " I I I I I - �- - I'll ' " - ' I I-1- � - -N -- I tl "I -14 � I -1, a � �'- -- - I I I -, I I , I : a'-T. � I i LCONTI I I I � ; I : I � I I a � -an I I I- I ? I . :1.) I - I I I - � . t .ent I . QLASB � t I � i EX67INIB � i I I � E " � � -1 -1 .�-. I I I � r4-- - ! t 6 - ---�%'--- - - - , . - - IT- p ! I . I � I 9 i I 91 I ; - ,---- ------ � i ; I I �� � I I I 1 I-,-- - -; 4- .- "-- - L'-:.--'-'-- -------.--I--:, .i I i - - I , "I 1-1 ' . I , 1 *1 , I b I 9 3 "Ama -- ; I i "W"Ji, l t I . " -- . 11 ! 1 - --17 .... : I - ---;, I I : , � ' -. -­- 1-"-�A"---' � I I I 1, I i . . I I � ! I I I I I � 77t.777� 1 " 1 777'7� - I ! i I ­6A I � . I ; � E.DA ,0 4 i � I Lae0 � I , I �11I ' I -1� - I I :1 #i4-10'. FNNELMATE PLUS W/ �.. _41 -10`0 PA2P!IELW� - - IS% � 3"3 Z PLUS W/ t -----TA10 . 3/:521 wRx; NUT WASHER NUT WASHER i a 6 1/4- O.C. (SEVOND) : TMC ' I -1!DUJ INC CONCRETE OJIOET�E OR CONCRETE MOM REQUIRED RECORD I WALL MOjUN8T1N&&11Aj I &M WALL ICU NON NISTALLATION Q REGULAR 2MU 2 UEE SAFM PANEL SCALE: 31r-i- "'ARSCALET/8-.1,` .POUNIIIIN't", II . . SEE SHEAt 20 N ET 19 AI ANCHORS LYRE & MCHM vat I/Al- ip-. I - T;'OOl -NAq-m*1 I"U's SPNOW "A ASIALLArAm INTO WOOD - I&A ANchm 0� (In.) a 3 1 PRUE SURDINO. WWW ALICKLIN $MTROS AND M006W wor PROANCE Am WWATM ON TNM "c-Ren- i;�!�±!3- ;J -- a SCHEDULE FOR "' Im THAN WINLATED ON SCHECUIX REDUCE ANCHOR SPACW BY MULTIPLYINII S1,114m S40WR ON SCHEOLAS 9A -4 1 �- BAIR 0.) 3 li-k 3 a , Ammi. im WK wimmoo _ _ IV= _ BY THE FOLLOIJANOt 64CLOWIL FOR THIS OPMMN TO BE I'MRIL, REDUCED 11-1-1- j -- -v---1----.- x - ' ,-- - L - - VACARP, OBTAINED UJIM FACTOR SHALL Not K Um RIMY ~1w SpArmc 94WAW MR EACH ANDJOR TYPE OR TIM SCHECLU �-!Lr- - --- '. --, - --______ ._,._, _ ---- i A , - - - ton - - -1 �:' -- -60 - .---- I I I - - -III-a CD (2) = C/) -0 (3) -Fu > 0 (3) r- -" "' 0 =3 -0 L- L- C - 0) M -#--A C-) -0 (2) 0- U) . (1) -1-a = =3 0 Co 0 -m - U) C 0 Sr5- q -2 �5 m = .0 m LL- 0 - M > -S2 .D -0 cn E (D CIO "O = �- m -0 '.0 - .= -4-0 CO 0- R< INSTALLATION QUAILS FOR OEIIQN #2 FOR LIFE SAFETY MRM PANEL SYSTEM -- INKALLAT-ION. DETAILS FQR OET-IQN #2 FOR LIFE SAFM STQRM PANEL SYraTEM I M=& N= VAM E-7 d" MOM PMFL INTO EXISTING WOOD STRUrJURES ­-­--­,"' IN10- EXISTING WOOD STRUCTURES ' " 1, E-2 HANG STORM PANES, SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.EM) PAS BEEN VERIFIED FOR COMPLIANCE IN 81) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANEUIATT FEMALE ID & PANELMATE PLUS INTO CONCRETE , , I-- -T".- ' ��' =,' ��­7 1 7� -` ACCOROANCT W[TH THE 200 (7th EDITION) OF TIAt FLORIDA BIRILDING CODE� Be 1 1/4- jLL , I 11 zi ,____ 11 ­ i I I . --I- -- - "I - - -, � --- : - -- - I , , \ � - , " � BLOCK $KAU , ­-- - " i " . - , - � . �'i - � -1, - "� 7 - -,-- , .1 , - - � 1i ' I -��i ; '- � 1, . .. : - 1:' .. - �� i - .� - .'. � " - �- - I -1_ ­ ' '- - 1L -� .l I I . 11� " ­- . I ill DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1520 Of THE ABOVE MENTIONED CODE. 8.2) WMMUM EMBEDMENT Or I CONCRETE. , -, - �' �' , t . - - " ... ,� ,� I I ' 1, � - -'- If L - - - I -- ,�l �� L � - I I e - L�: FOR A W -o' ANCHORS SHALL BE 15 7/8. INTO CO R , II, , '� ' , , ICI a WADER IL11: , F I I . � , Vm WADER . , , - ,AED �" I � I � I i'� D MiW I '� . - vo= A '-' � ' ' . - . r - - I EC=ASI REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL pE�f CA'AND NO EMBEDMENT INTO ANY MATERIAL SHALL OF PERMSTIIED. - , _L � . -'� I it ��' � ­ .1.1 --" , L =ji� :1 � I -� -- REMPED , 'L - I'- i it ", � I., I FOR A 0 FACTOR Kd-0,65. ITSTNO ASCE 7-16 AND SHALL NOT EXCEED THE SQ.) 1/4" 0-20 SS SIDEWALK BOLTS USED SHAU BE LONG ENOUGH(SMULD ANY FINISH MATERIAL EXIST) To 1, � - I - � , "I -- I I I ... %, r , � - 11 / ` ;I - 'A. IN M TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WING LOADS DETERMINED PER ASCE 7-15 1 "', I ­ 1, - , . !`�--' -.,j i i ,- -- -I- 0 V D.C. 1,1'r I 11 L - I. '� I I ii -11 i I "I ,? �1 ' DES" PRESAURS RATINIGS MCATEO Otl SHEETS 25 & 26, � I I I �H 1/4-o TAPCON 0 III O.C. -1 i f IL -- � ' '.- -- - I/4-0 TAPCON 0 Ir O.C.I I 1/4*o TAPCON 0 6, O.C. � � I ENGAGE 3/4- INTO ANCHORS, " t� �,71) HE OURCdAULP � " 'I '� t I I! r W/1 1/2- MNL THIREAN - f e " . - - - . " , ER N . . e �; " ��' W1 I 1/2- ". THREADED " I ) �r; I . 1 1 �� ---'4 1/2 MIN. YHREADW . � " t L PIENETIRKIKIN AT WOW 1� - ' Ill -C� . . I I � 11 .. � I . , . ,�7 ----W11 1/2' MW THREADED ,. , I I I ; � It " I . . PENETRATION AT WOW 0ex .' -1, , I I I I - PENETRATION AT / � ��i , I N , SHALL BE FRET REDUCED I'D AS.IL DES" WIND LOADS BY MILA-71PLYINC THEM BY 0-6 IN ORDER To B-11 IN WE THAT PRECAST STONE, OR PRECAST CONCRETE PANEI-S BE FOUND ON FILE EXISTING ill INJI I I . , . �il �', ,� "L WOW �" ;�! I PENETRATION AT MOD , � WADER I , r I HEADER TO COMPARE T14M W1 MAX. (A.S4) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2b B, 26, ANCHORS ViAl BE LONG ENOUGH TO REACH THE MAIN STRUCTURE SE-OND SUCH PANELS. ANCHORACE 14� 1 � HEADER WADER L, j ji, ' . " � L i " � t K= r I ✓ I � L L ' �" I , --' 1 4 �'� - j . , HEADER - t ' 1� / " " I I .1 F., I I I I 11 , �.' � � " I SHALL BE AS MENITONED IN 6, I) AND IN 9.2)� " t I.' 't, � I III , � �;'e' I I IN MR TO VERIFY THAT COMPONENTS AND ANCHORS ON PHIS P E.D. AS TESTED WERE NOT OVER MIESSM, A 331 INCREASE ,.. I j �S,Iso�i,v = , 1�1 I A us*- I'p � /2 ii- - I 11 IN ALLOWABLE STRESS FOR WAND LOADS WAS = USED IN THEM ANALYSIS PA51ENERS SPACING To WOOD HAS III ,. I I I e I J'." I 11. :."L ""� -0 IL - �11;r�j ',/4 - I /1. I l. - L- �"". , I �� - "I ,I � . , - :: :1 - / I , , 1� . I �' ­ I co -- � I I � . I /I � 1 1/4 1 1 1 '-T I I Ile :. 11 I . DETERMINED IN ACCORDANCE WITH N,D-S. 20 1 5 M ANCHORS %iALL BE INSTALLED FOLLOWING ALL OF THE RECOMMIENDATUNs AND SPECIFICATIONS OF THE ANCHOR'S - I I t i � I i I M- ,-", t I - -� I ' 7�1' ' I MOA. - - . i . � :' - I � I ' '12. t . ' 11 " I - - - AANUFACIVIRIERL I I '. � I "I - I I L ' � ' ' I � �i . f - " - L . � I . I " ' . ' HEADER -, , � . W- / m I. I � I � ,� ; Min �' �?�� WUQGR� L- '; '- ' "" t' 1 L RECUR � I � STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE JOS BEEN VERIFIED IN ACCORDANCE WRIT SECTION 1628 Or -.E� = I I , , " -1 • j �' ' �.' ; I/ , , - I ! I REQUI � . �' "I I T14F ABOVE MENTIONED CODE AS PER "ITSTIRAWN TEST*C; LABORAIDW� INC, REPORT 1 20,32, AS PROTOCOL$ TAS-20t, 11 9 SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SPUTTER I, 11 �1� - 1, fl I I . �" i � ,� � , i � REQUIRED , , ; � . ;' - -_,;-. 44 � ; 11 Ili' I , I , � I I �"" 11 Il 4 ± -i G: I-- ao � 1L- � - . -1 .,I I ; L I 1� I I (2) 'TAS-202 AND IAS�203, 19 TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS VU7ER SsALL ONLY BE ATTACHED To CONCRIETS, BLOCK .. . I . � ' I Ill - ; Cm- ."I []-- 1 � . � I ... I , VORT ; M WOOD FRAME BUILDINGS. m -1) I . . . 1 7:7 k -- - I I I f , . 2 - ' ; I - - - ii, I I I ' ; L "NPL - . ' -- � �)l I- WOOD , I ; r e � � I -101ot- - '," , • ' 'L ,'� � ; t ' f I I , I I � � i, � , . , -_ , , � � I ' � � ; N. � � , , �11' I . = � , I : ' L I i � I i � , 2 THIS SYSTEM UPS BEEN DESIGNED TO BE INISTAI.I.ED ON THE OUTSIDE Or THE OPENING ACCESSING YHE OPENING FROM THE a- - m 11 C, : t I �% I m u I I I : � . -= cc 1z , I " . �'� I ---- I I : 1, a t H(Oi T� , . I I � 5J! - - � CD L . . (3) L "'JOE Tel HE USE OF A LADDER OR LIFT. -,105 APPiCATON IS. VALID WHEN INVALLAPON IS INTENDED TO BE PERFORMED 12, THE INSTALLATION CONTRACTOR IS TO SM/CAUI,K ALL SHUTTER COMPOWNT EDGICS WHICH REAAIN IN CONTINUOUS � CD I I Ur � 01 - . I ; � ---G FROM N'SIDE OF STRLICTLRE� < I . = " m.. Mh so'ka"IDII I I � i - SOVAMTON I 1 1 � I CONTACT WIN THE BUILDING TO PREVENT 1WNO/RNN INTRUSION CAULK AND SEAL SHUTTER TRACKS ALI AROUND TRILL p UMPING I F INC To QP= I � � i -11 I ! i LINKI-111. cc =I - 1 To OUL!L, � l , :" s --j r- ; : I i i I � To ! . ." I � 't" �L CLASS -- - � � I ILI M - '6n� - I SERIES IOW INSIAUATION IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WHOM WHEN INSTALLATION % REQUIRED to 51: � " -= I . PANEL lur so4mv . i - A' (SEE $01"wa I � I I I I I (SEE - I I 7 I LENGTH I •: � . j PERFORMED FROM THE INSIDE Or STRUCTURE � I . (SEE NOTE I BELOW) . llmErt 'v � V M., � PANEL LENGTH I ON limurr 1.) ! I *L, m-. I f : EXIS ON SHM To) ; : 13 STORM PANEL INSTALLATION SNALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING ANO ZONING ---;q �� cc I ) I PANEL LENGTH ; (SEE WTI I GLA, i 1 1 REGULATIONS PROVIDED 13Y THE JURISMON WHERE PERMIT IS APPLIED To, I I--- " I I ; I PANEL LENGTH , ! I - � 1 4. SERIES 200D WALLAIIOIN IS APPLICABLE 70 SINGLE AND DOUBLE HUNG AND HORaOAnX1 SLIDERS STYLE WINDOWS WHO --I'- ,,,,,, , A.I. �AAAIXAI I 'L '! I " I - .0AARALON I I BELOW) I , I CLASS '-I- wo,RRI � - I" - . ---'-'v:- , (SEE NOTE I Sam = R-I TO OZ : , I I - - �il (SEE 140�t T BELOW) ; � '1� M.A. I --- � ------ L-L. -1 --'� 'i,* M-' -E w - F-Out .Lnmut - -- j , - - --'�'-�­­ - ; 'w - , i PANEL L&NOTH --... -- -1-11. - PANEI, tENCTI w � � I 11 I -- ­ �--. L, ' 7 A� - - INSTALLATION IS REQUIRED TO BE PERFORMED FROM THE INSIEIE OF STRUCTURE, 14 ATKOM WINPOW'S AND DOM, INC. E - 2 HANG STORM PANEL SYSTEM� IS PATENT PIENDINI = -= M I . SNW (a) - ---- � � 0 vw 16) j I/A',I-m.I' - '�' : � tM NOTE I BEL011 1/4-*-2w; ---- L ­-L ' ! � ( . I=- - = ' � i i I Zs!'*..�%'; . -- .-- -'- - I -- 1 -- - "'L ­_4' �' 'I " v ,,g-1 M SHOLT W SEE NOTE I BELOW) � 7/8-. .j L I i S�r M --- I - - - - I Cm ! I S. 41& W " - '�--' 5- ALL ALUMINUM EXTRIUSUAIS TO BE W03-16 ALLOY AND TEMPER, (UNLESS OTHERWISE NOTED) 15, (a) THIS PRODUCT EVALUATION DOCUMENT (P.E,D,) PREPARED BY THOS ENGINEER IS DENERTC AND DOM NOT PROV09 " .= r-, I NV/32 . I L I I � . - -1-- --- -� L I I I 11 WING I .! L- � I--, 11 i � . . 4 I 'INFORMATION FOR A SITE SPECIFIC PROJECT; ;.t,, WERE THE SIT CONDRICINIS DEVLAIE FROM INS P-E,D " = -�z 'i -1 - IL --=-""1-..--.- ..- - I -- J V �"-- _--'-LL - L-,- ��-- �: I--- ,. --�.---- - - A I ' , � � - , � . -- ,--L' ,--- - �'- . - -- --.- -1�71- 11 -.. - - - I ,--- - - � . 1,- ' LL, -, " '- - ";� 5.1 m ': - -t - �� - - I - I '_ � 1. --a - - -4, ; - �L-Lt "I'tKolw1u, , - :' I -- ' � .';-�-'W/7- I -- -. -- - - �� , -] Ill. AJ,L ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3IM-1114 ALLOY. " .,---,,--- �:�:-- �' - ,- ' - - __ ---- ­ . 1L , -�- I, " . A �- I I ; L . " , I V- - - , --.- --- I-i I I I , . , (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF 31: I -I l I � , , I I i . I i ! � 1/41# TAPCON.i ! T, ALL STEEL SHEET METAL PANELS SINALL *GAVE STRUCTURAL QUALITY Ma� &SIM A -El GRADE W Min, GALVANIZED STEEL THIS PRODUCT BASED ON THIS PILO, PROVIDED HE/SW DM NOT DD%T-, FROM THE CONOMNS DETAILED ON w W -= P - � i . � DESIGNATION W/Py- 505 Hai (AMR WILLED). THIS DOCUMENT 3: CJ w ,,, - ! I C '; I I i - ! : 11 , 'L i I I I � : L I i ' I I I O.C. W/t 1 2 1 . I ---- --- - --1- - i CONSTRUCTION WETY AT SM IS THE COWRACTOWS RESPO"EIIII I I i � t I I I Cu - .. . Mm- = 1-. - -- _-, - ­ .-- I I = = -4 - �-'t , �� .-- -- ,- I � - I - - ,--,- -'- '­- -­ : � I ---- - ". -- -.,--"- i i PLIT I -- �- -'---I � � I "" � 8, ALL SCREWS TO BE STMWESS STEEL 3304 08 316 AIV SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN W IMS, PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED, . !!! ::', i I OF PLATE I I- ' I - = ! I I - � w -a - I , _ -- i I 1�11 (d) SITE SPECIFIC PROJECTS WELL BE PREPARED By A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL ' ' I t : MIDNOTH I , L , I : � - •---, �"�--­' 5701a W/ 50 JAI YIELD STRENGTH AND 90 Mel TENSILE MENOPH & SHALL COMPLY W/ ILOWDA BUILDING CODE SECTION 2,411.3.3.4 I I '. � I �' i t I . I I -�' 1 : I ; I 4- --- Lt � � _ 0) : i I G � f I t k I i I 9, BOLTS TO BE AM A-307 GALVANIZED STEEL, OR XS1 $04 SI STAINLESS STEEE, WITH 36 AW MINIMUM ITELD STRENGTH. BECOME T14C ENGIWIER OF RECORD. MR THE PROXV AND WHO WILL BE RESPONSIBLE FOR THE PROPER = E "i I - I I $- : I � I , , . � I � , - I . I I I I � ---0 i 1 - ot � � . AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHAIJ 1-0 C5 �Q. L' I I . I I i , . :, L= i i ; I - , , �� I T 1 71 " 13 � I- -0 1 - , � ; 10, ANCHORS TO WALL Smu. BE AS FOLLOWS: SUBMIT TO THIS LATTER THE Sa SPEOFIC DRAWIAl FOR RMEW CJJ- w : EQ. � : - V. � I I . : � ; : ; � (A) Ta-W5W,-FQUaED-WM&M I- I �� !� � L L- I I r (4) THIS PLO, SHALL BEAR lIft DATE AND ORTGW.4L SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF It 4 L I & ; � 11, 1 2 1. - - --�-I It-, � �L �' i RECORD THAT PREPARED IT I ,.� � - -- i- -- i L - I --,---I ...,-I L �L I.. � I � - 1�4-0 TAPCON ANCWAS AS MANUFACTURED BY ITW, BULLM, INC. (Mik I'"3112 v�A�i�) I -- : I 'L il 0 X. 7/8- CAUL-W ANCHORS. AS MANUFACTURED BY DEWALT INC, (MIN, f'c.3G()D P.Q I � ; - con - & � 1/410-2w/4-IS M,& W/ ' ' ' , I . ' I . -M,)e4"S.S. M.S. W/ . ! & - - 1/4 - ==- -@ Cw. , I 1 � � "I-- - � . j14, t'- -L- - -- --,,, •� , , TO STORM PANE' MANUFAMIRER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN L � I I I "I I il it Z/8%3/31 WING w L, '� 7/81-.3/32 WING NUT �w � & L i - 114-10 PAW -MATE FUMLE 0 & PAINELMATE PLUS ANCHORS. AS MA"ACTURLD BY ELCO CoNtEIRTICrom PRODUCTS- SISAL. I �VJJ'. � VJ2' WING NUT .. 1/8*0 � 3/32* WING "wy a 12 11r cc % � ACOOROANCE WITH SECTION 1709.9.3,OF FLORaA BULDWO CODE. ONE LABEE S BE PLACED FOR EVERY OPENING - QZ. I � : � I I � 1 (1"--�.w P.S.L.) IM H j I - ____4 IV � I ." 12 112 1 1 � � NUT WASH" (BEYOND) � I '� �� i:; ,. . '15 WASHER (BEYOND) T-- �' e-;'� ��­-'­­ -­- � j u LABEL" TO COMPLY WITH SECTION 709.9,2 OF THE FLORIDA BUILDING CODE. � , � � ��L � , WASHER a ��' ; 1 ; 1 �' �L I ! I. � fff �' � , i , I ), � L L - "; 0 Ox. "I 1--A -1 , 11 I -11 -.- I �14 TAPCON a 51 04 ; I �' , ,' w; A'* TAPCON 9 LIT DC ' ,4'0 TAPCON ' 1� � j � � i P, I I 'jjeo . 313S- WING Niff - AND 2- FOR PANELMATE ­ , _X I I WK. THAEACED I � ' � I S. I ­--­NjAGGI�lJp W/ STUD) 1, I I � ; � STAGGERED W1 SM) l : I;! I � �7/3*0 v 3/32* WING NUT 11 � I ' I , , ' L I I _ " it, AA) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL K 1 3/4 r I , -1 I PENETRATION r,I4' WOW PLATE , , I ' r141 WDO P .. I -1 � ', L � , 1 �-4 L.1 g� romAgm � � I 1/� . I il OF PLATE AT WDWIDTH ""-' Z� '5�- - 11' I REZONED WAS ,411 0 6 1/4' D.C. REQUIRE I-- � 1WASHER 0 (BEYOND) FEMALE & PANELMATE PLUS, - - . I lk I . I � ' � , _ - ­ _ - . -- ,-- " � rIOWADED I � , . . CONCRETE. EMBEDMENT NTU I .. OF PLATT Ifill - i � " -- MICRON �, . -� 11 P . I - � I I A2) MINIMUM EMBEDMENT OF 114-0 X 718- CALK -IN ANCHORS SKAL . or PLATE i -, --jaW PLATE I , 1, ji; � , - I -1, - � I '� MATE #14-TO •PANELVATE PLUS . I � � � !� �' i�' J114-10 ,,, . l � � , L BE IS 71W INTO GONE, . No D I � WOOD L , .1 - - T, � is I - I - ' --�--�- �� , L , , � -----4 I I ANY FINISH MATERIAL SHALL Of PERWITED - X ftee "� L, '� , I I , ---1 I-- -1-4 RED - . .1.11 - 1-1 ,Q;� PLATE a 6 I/e ox� x 7/0 1 ' I ' & 6 t/4' O.G.I-, � MOUUNQ IWTA I � ! ' x '� MIN, 1)4 � IN * mw*r. ION UAM WIN. THREADED PENETRATION - � :, 7 � t I , t' �� I , 1�4 0-20 SS SIDEWALK BOLTS USED $KAU Elt LOWI ENOVOR(SHOULD ANY FINISH MA"AL EXIST) TO ENGAGE 3/4' .tWININN, AT MMWDTH 0; PLATE L ; L At MIUMOTH , , . ,� � _ � r I � MCHOAM -� A ,f*l WALL MOUSENG INSTALLATION WALL MOUNIINQ INSEWAMN ALTERNOVE 7" - - -� --- ... � . - - MIA TERNW Mw SCALE 3/8-.1 - 2 I IFE SAEM PANEL I/ -L�'-�' --..- L' A. r, - � INST A-!) W WE THAT PRECAST STONE, PRECAST CONCRETE PAN", OR PAYERS BE ,FOUND ON TIRE EXIS11NO WALL OR ... ...... .. . 4 ION I a t�Ml- '041muNRII, SCALE 3/8--i W" MOUNMNG INSTAUAIIQN "I0010004", L LL AUAM FLOOfL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE VAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL .,- .. SCALE val-l" SCALE -va-.t- % gll,,�ME MW 0 AFT'rlltag" BBW BE AS VIENVINED IN AA) AND IN A.2). -� ' ese"��.�'.�!��Jll PANEL 'AW A'-.''t&IP'1!11� 2 WEE SAFETY. PANEL (0) 1Q-Q9aD&-4QNQ&uLjQ';-'�� E* N.44 6 11. = NOTES SCALE 3/8*-I' 1 �� - .. I/^- WALE 3/6--l- = : * IC L ,,-��'.'*\yr-ENS,-*-..-. -- - . * : = -LORIDA 'cone zone) 4 �'r�'-,\,�ICN,ye'-"eq \ FLORIDA BUILDING CODE (High Velocity Hurricane zome)l . . _ FLORIDA BUILDING CODE (High Velocity u Can. Zone) - F BUILDING CODE (HI Velocity Hu I . _ '- ' ' ' ' - I 'I- , I i " "'I- ' �-'-'-- --.-t ' � I I i ' ' 11 �4 ' b-'-I. ' ' - I I . - ----i I I � .1 'MIN. � � I, 1 . I k " I Lp I -F soweav I -1 I f - 44 I rTr 7 111 rm- .1 - � J�i K­L�j' "�qt � 6 � ii"-" I , I t , -tl I I. INSTALLATIONS ARE My VALID FOR BUILDINGS WftH ASA DES" LOAM - . - 1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. DUILDEX� INC, •- - -- ? z 14U UP TO .55,5, 1 : - -710 PST AND PANELS LENGTH OP 10 IF-C � I NO'A I -. .2m WOOD, Wcr=1 I -' ONTO, Tinw. W- FA - - . mm i . 1. �' t 20 GAGE GALVANIZED STEEL STORM PANEL F.F.A ,-' No 44167 `� 1 20 GAGE GALVANIZED STEEL STORM PANEL il�/4- f X 7/8- CALK ANCHORS, AS MANLUFACTVWO BY DCWALT INCG (Vm-ISQ* os,I.) : ih I . � F.F. I - W." Orr 1. INSTAL ARE OHLf VALID POR gUILINNOS WITH ALS.M DEVC44 LCIADS = ' .*9 -�� DRAW ft - 4-10 PAWLMkTE fEMALE ID AND PAWLIMAIE PLUS ANCHORS, AS MANUFACTURED By ELGG GO U�'-� .. 20 GAGE GALVANIZED STEEL STORM PANEL 2 FOR NEW WOW FRAM CON51RUC7IONL WOW MEMBERS TO BE SOUTHERN - . . � I - - NSTRUCtION ke I, PRO. ell = LAMNS z *. * (-- ' - PRODUCTS (f'-M71 p,cQ . PINE NO 2, Wf SPECM DENS,rY OF 0,55 OR COUAL * '. - I To )-.. ' �--- -- -- �> ----- 4t/A/2ARv --_-"\ - * ,. -- - 1� �%.'. O ATE -- am, . / 7--r- GLOBAL PRon-crioN PRODUCTS, LLC, "/'O'r' I-�' - ---- - � �4 - DIM .;,. I - , AJoO­ � ­ � , $1 ;--'�" GLOBAL PROTECTION PRODUCTS, 07/m/2"OO 455.5� -72.0 PSF AND PANI LENGTH LIP 70 O'-S'. /TITLE C -0.- \ GLOBAL PROTECTION PRODUCTS, LLC. � / 11LIECO, . " � I �; -- , ...� t Z-7-17-k -50-m- C. 41100 &W. 61 SIRM =. am Z FOR NEW WOOD FRAME CONSTRUCTION: *DOO MEMBERS TO BE SOUTHERN 1216 51 srrm - - A ... . . "'. ". Om r- I", FINE NO. 21, W/ SPECIFIC DENSITY or 0.85 OR EQUAL -� - � - i'l�I a�av-- FAX, T951)Wt l' 1 90-176 I.- It b"m FL M'. T'umm-mm F�' 054)aml 20-176 rNVIC, 02 -1 -.w,,wr 20-176 "-<'�Iqd. a, -"- OF =�'Cwft --- M4. PRONE (WH,)saO-T*.'1' Fw "Yeli-sm 2av, J1*S1"4m-F"-1= ORJRA% MAL . CA-0008114 I - it DRWR4 w -- .' I- � -ONN019 III ""Itsi Ch-00011719 WRAIM Na """ '00 it 10 ;-v �IUMTUK/O-T�- MOIR A iiutIk%*T'-v-/a-E ^ RALTm A. ?w 4a, PIL I I - - P,E - e-1 --- 1 z J-1 ,LWAN OLUT Jr.,,ak, ��-- I - I �.�- LOY . OF . Ell F12-9 - i � - F(mq ! I - 1PILILT 2. IF Ile LLP j -P z 0-4m W, # 9 ±ti=-----j I COMPONENTS FQR SERIES 2000 & 1009 E-Z HANG STORM PANELS (SCALE 1/2-1") ----- 2-5im, -- - -- -- -- -. -- -- .1-1-15,196. (TOTAL WIDTH) .-- -------,- -----,--,-- . , "I. , -- -- ------ - --- - -- - - - -- - 12.=' (EFFECTIVE WIDTH) -- I --71 - - - ---. ----1'r--- 11 -1-1-1-- 1-1 --,-, ,-- � - - I 1-2.250"-1 0�- I ; , � � - 1.3; 0[ 1. -1.W.-- -1I ,S � r - T.i&.-.e---r- I ; , y , � I I , --\ �' - -TYPI I Z' Q-A, " 651- / 1-1-31' MIN- THICK - �-- 3. rml 2-24A7 � ; 2 5w- 41ILVANIZED STEEL Hr`DC1[Q-' � �'Jtr "I 2 20' 7.oc. , " - R. *� ASTU A -SW , 1-I " - --- I �11' GRACE 50 URANIUM . �T j I , -! EDGE -1----i ; \ I - , G-fio GALV. I i L A � 4A.mr i -�" _]MIAI ' i -------------- ------------ - � _/ - I . � '� "�S. I,-,,,. A I I -i.350 - _ I.. --I i '�' I ---,i - - --6-250*------- -- -- - .250 � '��-2.470' -�? . (1) STORM PAN 17- ,-- --z-70' - - w " I 0 REVERSED X TRACK (1) REARSED "U" BALK - - -�� 1. - _L'�- PANEL'S I" ILUP -"� -� , I W/ HEMMED EDGE -, '- - -15 -- '>�'--- I'll. -I - 1 1� - , , � I . 51,3- F I I / 11 I , , � �' - -� 125" . i in' -��'I'5 :�� -- y -- , HEMMED ��- - 71 I 7 - / I -�" ' i(l, - � I I-- It ---i-- � I i t : II�SOIC VIEW MAIA 2.000" [_�t­ _' �' I ,wo. ROVNM CORNER 0 E14DS OF PANEL'S � 1 �.END UP W/ HEMMED EDGE. , .7$0 m Ii ��rt-) __ (NIS) t. - l _ - -- I -I '�'. R'+) -2.000-j - - - - - 3, wcI,'. -- --- - -- -I' l) %Plktj$�W C6) 2"x5"(Mm) ALUM, ANGLE I -, r- 125' W61 -TS Alum. ALLOY � - I i ! I - I i -1 -1 0 00 . I � 0"JI101" . F , , : 9 �:' i Ili I 10 7w. I Im. (Ty".) 4 r .� N. *.--`�CE .��se - .�' 'r 'e �! ; I t�) " "­ I ' � 1 1 .". 1 I I I 1 : No� 44167 L==. - z -j L-' z et: , - Velocity NUT Zone) FLORIDA BUILDING CORE � gh cone - 2 I - , --I : - . � _ttl I . f -- ,750"-- 1i .0 .. . 4 MTOOO, M 20 GAGE GALVAN90 STEEL STORM PANEL F.F. 4, L , -'. max ,.p.. I TATE OF:_, 11 �4 Q�- - - I � - ' ' � % 0 .� " "' L - ': , DRIO �4 -- � , I -�� _ ­� 11 ______�__,� -- 11--\ MORAL PROTECTION PRODUCTS, U.C. "U"e""* 11"ZI ,.I I *-/-t- (2) 3*x,1'(MQx-) ALUM, ANGLE T STOP MR - / 11LIECOINC STRM LATE - ' J�u Y/ YLLLIT T'Venil 0 LIAnE, I I' LONG - ..... mak-./ -.1 - - 20-176 � AAM 6063-T5 Nom, ALLOY , I=. Z- PIKOW, (104165l '�- ;W)m*�' - - ' 0-0- I- ORWINO Nx PL SDA/w.n.vtow C;=6719 !�.i - .4. F. to - . -- = Im 14-lonim, ux !=Z-11 Y/24 * (SEE Pont 2 DELU#) 010 4 e( OR */* I/I 41 tSU N07E I " �- it.. 2 4 1" /24 (5a NOM j BELOW) 0H,1' SAL,, V/24 Ile, /24 FOR CONCRETE ARMORS, sa 11, � r T Tpi�- 0 E-CH I. ". ,14 Orr r-\ rm�.�- SCWOUUE ON SHEET 205;WrM 14W SCkr- . . _ _ 3: Ave. SEE SEVIFONS SLEET 24 1 -5DE SCWXU ON SHM I - i I Mn. '-�; � •r-T . ICI, I - I I I III i 11-�*T+. j -- I I i � .1 1* S'NLE-9 V.. --- - - -r in I � V?!--..---T , � * I MY-11,11 71•! I i 1I H P. lip? 11 MI ril � "t 1 - . , i 7 11 "l ! I I I f I i I I I Ili- I ; I I ' 11 I A] i 1 I � !I - . ! i i I1 It, Ll 1- 1 -J- 11-1 1-11, --fl 11 11111 11H ill I � I �j Til i T-11-11--j"it-111i I I 111.1 11 - . -1111----i- . - 6Bw'-;AL)' , ' , - Romp 'AWLT -1 4;i;T;�-ft1m-j1 I - PANEL -'V--' 7rl-i- T1 I 11 'L' . --- �� T V - 60 % 1L. -... - -I,,----,- ------1-- - --ji (END PAWL) T-( It ­­ I -.- ; � I 1 (INTO X NOTE 2. 3,4 � � (DO PAWLI BELOW F., - I 1 1 i 1 f 91 NOTE 2, 3, . RELOR I ; I ' i 1 I I 1 1 1 im �s I I i I � i i H'T11-4 I i I ' i i 14 I ' 4i-t '' i ", I I T il I * I ,.Ill I � 1)1. I . i e; � � A - .. .... A i I 1 � I H -o'il' I Im I 1.1 t . I I 11 . -1 i i I . PA46:s -T 1. � I � , S" W I I I I I I 1 , 1 -7- DOLIED, � w I i I 1 I I � I -i- Ill ��. ' 1 f ge " M.S� W/ � 1 1 1 1 1 1 1 1 , , � y 1 i /. W"UTS tiul ! I 1 j H1 1 I � I ... _L; , , 1 I L - � L 'WRA i u - -I J -w .- -L-L i - 11 'L. --1 , 4 4 2'L' 1-rl ;! I 1`11 I I 1'[1 [ r1­1-­T-11'1 4b X � 11 �1� I'- T �IF I - rTi'l 1­[F T' I I [1-1j"I"] 11 � Fi I H I Irlil HPI ii I i 11 i f 11 rl I!, I I ! I if'! I 1'r 1 11 ! 1r; 1 1-1 1-1-1 11 I , I i I Hll j;j I I I I 11111 ft 1*1 I Ill I I 1-'�t [till 11 I I I I i I ; 1. I �i I I ll� I till I I !I I ill , H 1, ,11 I I I - A �. .. -� I-* -- . PAREIMAM (Typ,) ' 4 BELOW -- (D' i . , � -�-'- 1z;- ' I I" CONCRETE ANCIM SEE m.r WAY Be -- �12•- � - 1--m j-'=%"S-j"' - - LOCATED SHEET I' K, � . ON 2! AT END OR I I I"r I 1/1* for 3 1-0-0*1 OR */O@,(D SEE soahl" ON SHILIT 29 INTERIOR PAWLS-w- " gun PARS To BE INSIALLED AT EACH * LAST PAN AT ALWA BE PROVIDED W4 01,04NO ��XIOOAXI r AIR NSTALOM00 EM M,IT �� A .. RlWT IXPICAL FAJ0MQN FOR 2Q0Q "' NEAR KANOU TO PACLILITATE AUA D09AL ELDWION EQR =k�100MCKJOVE E INSTALLED FROM W WTEfM0 To ELE INSTALLED FROM E--Z HANG =RM PAIjE,I SMEM E-7 HANG MRM PANE UMM OF STRUCTURE I omm 01 STRUCTURE I SCALE vw - I- /Cv- GAP - - ,/*, 0A. PIP t-1/4' An, CAP - 2Z4' 4- CAP ho --Ar J, - 71- 00 R-a ATENOm-w- " 3LOW A--. 69= - SQU 3)w - I' (I)- CEFlMD1nN cFRIFx LOW: E - Z HANG STORM PANEL SYSTEM CONSISTING OF PANEL . 'TRACKS AT TOP & PANEEMAIE PLUS OR 15' LONG (r,". BOTTOM W1 PANEIMATM it), jILM=,.QE-5EiB9M2gGQ E - Z HANG STORM PANEL SYSTEM coNsamr, or FANEL - C-L TRACKS TOP & BOTTM (2) ENO PANELS gN ALWAYS BE CONNECTED TO - NO ALL EANS OF (2) PANELS SHALL ALWAYS BE CONNECTED 10 BOTTOM TRACK OTHERWISE A STOP MR P E. USED / I " z w END PANELS NSUCH SHALL "/4".'- Cc " SHALL BE PROVIDED AT TOP OF WING .6.1 "X;�p (BD PANELS. q'14 S, W/ 7 3/32' i . SO OF raE�-'�jp)"W'/ Min. THUMIMR INTO TAPOTMXCEPT AS (3L IF 4%� PAN CONNECTED IQ or ommmo ON (3) I ELOW), EL' I" *110 I/ "' '; m , "v'0'R�-'1-"z7'�' rELP-lumss.-CREW W IMT 4C .. CNO PAWLS ARE NOT CONNECTED TO OM . 6. (p AT OF FASTENERS WAY e AT WHI71 OF TWO J11), FOR CASES WHEN END PANELS ARE US S JOINTLY %JI'5" LONIMC COW ";r MA . INTO TAP,, . EXTERIOR FLAT FLANGES OF END PANEL. STOP w Mr. PROVIDED AT TOP OF SUCH PANELS, f4), IN CASE THAT END PANELS ARE ACT CONNECTED TO BOTTOM TRACK it., A STOP BAR IS ONLY USED AT TS AT LEAST TWO PANEL-s SHALL BE MNECTED TO BOTTOM TRACK (A), FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY &P-TEF� -1 - PANEL USING SPECS INDILA ON "m -1 AEKAE, IN SUCHt, CASE, CONmEmN of- PAWLS MAY BE U T I', . T lI MOUNTED To EXISIR"I'D SILL TRACK AT ,* W ; ATTACHING BOTTOM TRACK TO WALL TO BOTTOM BOTTOM TRACK MAY OCCUR � 1. ' TIONL PANEL FSED LOCA ANiLMA_MnYFO D TWO N. SO SHOWN ON ELEVATION AND W1 V 1. UP AT W4, EDGE DISTANCE FOR THIS (5). SEE 55CTION 1', 3' & 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 2S, At -%---," USED 191- G'-L' 0 'I401INJINRV, NOT NEED TO BE CONNECTED % BY . .'m T 14 .. , �s� INSTALLED SUCH THAT ADIACENT PANELS (8. LEFT $I RIISHT SIDE OF , IOR PANEL) HAW � I F ""rW� � � .It TWA OVERLAPS RETAINED By k"- , ,� "� \� .. �vk' -' 110\' , \CEN .. - -, -- FLORIDA BUILDING CODE (High V41[odfly NUT cone Zcne)_ . -" . I * :: . = .2m 'I"OLOO. INC, 'p. - . No. 4 167 '. = 20 UK GALVANIZED STEEL STORM PANEL on , 1** r ,,'�--- - - . -��--- N`NNA - I � '---O ]LATE S -OL% STA OF .4 -' GLOBAL PROTECTION PRODUCTS. U.C. """ , GLIE C 0.111m MOO E. 0 sirw V'0"" Ato ko'll, �-- TRULT FCvFw * OWE. F. =I- :1 ,-W?,,-- - M 20-06 "'-'ZN.�";-'-' w-FA*,5m1FBr-RVm 7 A --- -now (964)(11I FAIL: '-)m,-m7 -, '' - --l-IM-1 - PROANO ft '1111144,44"F'ot"I'v, m-"4- - -:A: 1, P't 1v^1w �-�- �'! - SHM In OF 23, 1 ION DETAILS F R SERIES 2QQO ANQ 1Q0Q 9-Z HAK9--STORM P NEL (1-)ATO URED CONCRETE OR CONOETE MCK ONIORST *pKAS ' =�---".' I - I - 41) - J ' 4 �, 1� "I VORO""LA"O","O, - - I � I ea RC=-- 'am -\ m'"OR N-1-Oft 4 - (w w SaPaRRE I I i i fw=-'� " s4r, 2a) LAI snour Ill "', r, --'�-) %qv 2O �� :V1---7X11i tlo -A Ix - � ;A� --\ �'."� � III , ��-� I L"Q0"10 �- .. . �. . viWiVe - - " -1 RVARIED -- = I � I \ '- I OVAL � ��" I- I I It --"'� �" amm � '� IA*l I I= rm"L.�� ' ' " , ' i ja -wo I U"W-414? r ' I, \ . - -t - \ - - - - ,.N. " I -I q , L- � � -- I "� � "I, �� "�, '�-��\'�'� I .,.- W KMt- - ' � - ; --] f -- - --,-- t � -,---, i �� I M.) 1 . - I - F11 I Wle' A- � I -'L� . " I --------- �' A r I I I I A I I I I i � 1-� I 1-0, PC I ,j'-.'m�'� i I I I I I I I-r-----'k,- -----v- K i - I 1 � ----A�- 9 I I . - I ) I I I I I i i 9 t I I I 9 I I � � . I I I I ! I w � -. - 1 1 sm somw i m . --- I I SWET Ils ON SHITT ft : I . � w4ml '=/'- I I ; -"- v Ill MR Ap" - Ij*-*-1ft3j,4- i Sa sn"ElAu I . �1.1411�wzyoc- I = SEPARATION 1 M. , .-,. 4. I �- I I r L ON "' 'Y LA , yj 0 I TO GU-% � i =..-",& - I gw* i I To. I Ml; ..aKW- '0 t" � InutuP I I An N I FOR 10 caum. A. I 1 a 1 EVERY OnUmm 1 ,- CX6 MMAP I . . g I I I I --' II 1 9 i % &KROW .- tj I I I 11 I I i -- V- -"----,I,- - d 0 P �' " T----"- I I I . 1 (3)�. ; I iw 11 .1 i I i k. 11 J ! i i -----,I I � j El 1 i . - - f E9 * 1 1 1- I I I 1 7 �'4" -"'-�""""' - . I *. 21I T , I . -- i '" I . I I .. 1 4 �L � I., I I " I! I 11 i -'� M, I �!! I I �' I -] � RRILARIOI "'�%-31 - " , , J� t;' - - - - I '---'-"'--J sh I '- �' I OUXIM i.'-, . =" I - I I w � / '4 j" I I -1, '..' 11 --7 �i cm, . . ..KAERE t I - I I - - ' � I . , . - I I - I - I - - y"'--rw.- 1, 1 "'�V*- -,5--- 1 t .. -• I'll, . 1�1= - ;�'� I* W.- � -/1 '41v I" -1�1-r.'.;rlo Mipil a, - i •'i 0100 - . �� J - -�" cm ; , , !��- ' Z ­70 - ED to - EX&IM I � e nNA&IRAN, Bur 11, - . mmoe) I I '. . 001L v =� 11 9iY�- w wum-," � i � A-IORII o - Ap , I " WN`.eU* "I i \106 I � - -M . Iro< ow,sWIT4) 1 �� .F I= ''. '. L-- 00-11FRO") I )%&LL-AK4-VjV.0-.MOIjNTING- MST. . ..= 251 - WALL MOUNTINGla- C) = WI&I - - ".1 ' 0= TO CEILING TING WL lBuILD-OUT MO URI a I=, "OON w SECTION 4 v2koeji� --(i) - SCALE 3/8-I, SCALE 3^.I- a SpronCATM FILLAUNImINTI; MR i ImIr �r ... �141 Iftfs", /- MAY 'I' � WAO ". BA-7 I 4 j� --�-j OFFml MOD Al , . ON "'%'!�� /s Nn' , , ��..:'��q� 6 r Tft ON SIMET 23 .,** . 1. i m Z"Jo, - "I t - M- I ldk f� \'\Uk5�'-!S� � a m ' .- -s = , No, 44167 1. - I I z : = � -- *. 0 Too A BOTTOM muuhTow CA14 , . . - FLORIDA BUILDING CODE LHIgh Velocity Hurricane Zone) 1, 1 I COMBINED IN oINY WAY TO SOT ANY - , "BIA114"Ol• z "- .1 f m= mnm - - & 5:7�. STATE OF .' - - 20 GAGE GALVANIZED STEEL STORM PANEL I DRAW?lB,- - I I -- 10.. ,,, -4'k .S . ---- I t ARM , 07mr-M DELML I to. � x4m Cm -";� mt, so" IA -1.1- �� A -.111 ... -- GLOBAL PROTECTION PRODUCTS , LLC. OITT� " , . SCAUI 1'r . I' )%" I Z� dead. SJIL $1 STRELT I T�11 9 5 �pi-t� -� I 715"Im" . Pl"Eg%�PANY - .. .,- N I P. . '.)4 rAl", (.,.-., 20-176 . ORO-! 'r(=--V1 DRARNIO 'N, c4-oDx7tp -.1 - I I .f - I- P.E. w^'-A^vuRx1wE , F.E. ; 1 -*- . A , - I - n-,-,ku '-,;I a - - = OF " --- " (D CD CD -c- - -4-i +--O V) :3 m > 0 L- C/) CL 25- < (1) -6-0 0 C- =3 -0 m L- 0 0- 0 a) L. U) m L. m =3 w 2 < z z < --j 0- SHEET NO. S H 1.2. =!vIx., III-w-'PI-tit-Im m2zI*4-11j.IAJ�'fiI11mr"Rw-1m, = J :I *`I;;pj;I *I I am, 0 M*141 - - Pltl*Wi)l'�l3�.lRi#,o,,#yA,Ai.,.A6x4=Fa;r.l�[twitei.i,7n;71�14 4, I . - -- -- it'71110; 1 ; 11 A MAXIMUM &SIDI "WON'T"r MI.. I I I 11 I I APPUCAME TO - o iffift SEC_ �615.0. -75Z 7w OR LESS 9/ir i I ­ BOLTED . 11, V. .r. .TW, -- I � zw a :51W .66G. -75.3 - 7" . OR LESS 1 2 7/0- I sa- - � - - J � � UPAIFW 4=� 5Z, M.5 it WINGNUTT AT OVERLAP & AQX OF PANEL LEW14 M Of FARE. 7T.v4l7llj7w-"om.j*,.itti,m,.�.i*4-1,11.i4g:l�Nil'� -�W-l',I-wo�7-1;i-,I*-I;It,1,111[Z[eW.� I"JITA403i'M WAIIINIAIIII-1m;IIIJI -jzli1=I;It#A`yfUipi:4A13w A-0,111i"NAIM.'Fle 61ill 11", 'iw-WiL I k ­m 0Lqr4�A!W-w111"- 10C .3 N IPWRIE-411--.1"mm"i WIM � -- 11 ISM.4 PRESSURE RATING fp..T.) MONNUM ANCAORIS SPACWG MR E. 0. - 3 Ili" - � . I APPIJARLE TO SECTIONS if IS ANY tow"ATIDN - - MIXIMUM �� LENWH -L' ILI) . I CAUK- I AWWAAM FEMALE 0 AMELMi PLUS TO Como", - TO . CONCRETE im CONCRETE -142� yu.� - TO coNic'ur TO CONCRETE BLOCK -- TO CONCRETE lia QUNcN`i`E BLOCX 12' MIA I 1 2. N/A 12' - N/A 11 12* N/A V III 2' 00P) it' 3- * 1 to- 3' 51 4. '. 4 . I� (BOTTOM) SERIES 2000 4 12" -- 1. t 12, 1 -- � " 1. 1. 11. S. ,-1',,4BO`yUm) e�­ hie ippo +� *86.0, -75.3 N/A N/A 1, NIA N/A ___!�/A ­­!­_ — /A — 12 1/1" I 7" - v N/A 1 6 I/2' N/A 4 1/2- N/A , 4 1/2' N/A .3, (TOP) I . ­ - --- 12' - N/A 1 12- -------+- - N/A a 112- NIA 1, 9 I/21 ./A 1 3' (BOTTOM) 1 12* N/A 1 12* R/A 12, N/A i 12, - N/A 1 4� (TOP) 1 11 12' '. I 12- 9 1/2- --- - I 1 4- ( * LIMITED TO 56.0 p,5J. ASO. DESIGN PRESSURE RATING A SEE SHEET 26 FOR ANCHORS TYPE & SPACINC MR INVAUATIONS MID WOOD FRAME INALLIANID MINIMUM ANCHOR SPACINGS AND MINIMUN EDX WANCE ARE IND"TED M THIS F INNOING 10 SCHEDULE FOR ­L - IRAN LNOCATED ON Sa"ME REDUCE MOM S It, .,M,w , SPACM StOWN ON SNOARE, BY TIE FOLLOWRIC FACTORS FOR THIS OPERATIONI 10 BE POSWEILE. RED= SPACING MIMED USti FACTOR S441 NOT BE LESS THAN MINIMUM SPACIND LINDICATED " EACH ANCHOR TYPE AT ANCHORS LEGEND ANCHOR TYPE .-ile. f --- mx, ---..-- jZj:!­_ 1/41. - 1 M."El "A"Fou"Is" - I . -= `""W 00 2L 3 in', 4 �--Z-., ---L3 ---L--- 3,0 - 3 ",f - 4 ACIA EA pw 115pun I'Am . - ...... 2 1/2L_ � I - 2 Ilr �- ��- -., HE ] 5E, T 3 ix - -- L­ - ,.I - I , - I I "'­�yk N - T It t , ... ; 4 . �i� 4L .; . No. , , *1 77 F-4`� + REDUORES M.., DISTANCE BETWEEN WTMV OF PANEL ! - - AND 0 To BE, 1/2, 11/2 1 V, ­1 M. F,hl� I ++ Rraum ft� DISTANCE KTwEEN eortom of PA,mL I AND (2) TO w- 3/46, I 311 v V md,, CION, TILTECID. INT, 1 20 GAGE GALVANIZED STEEL STORM PANEL 11 OROW m� —0. '�,, LTI E C \ GLOBAL PROTECTION PRODUCTS. LLC. 41100 1W. 5, SOW - NO m E"numa comm., allo- rL 3"I, 20 -i76 , it ir,&1T="M.!L.7I" � T­- INC­ ('i ofte-m4t, FAX, Iv.). -I -.7 — ­­ — - WAIMilit ft� - -­1 ULAR, LIF ORM PANEL 5—YSTEMS I (SCALE 1/2=1-) - -, . -.-­­---- , 1 -5.125- tTOTAL WIDTH) - - - - - - -- -- -- --- -- ---- - ----LIB7­ - i -- ­­ - '- � ' ­­ I � : � . I , ­- 1,3iso' - ,SDO �, �-� , > ' � - - -------- - 12,500' (EFFECTIVE WIDTH)- - - -- ­ ------'- - L ' ' - --- �'- ' - ­- ­- 6 1/4� (TYPj­­ -- --- --i,Ao- - , 1350, I I t- ­100- 1 : I--- 1.2w­ 1 r : , -1� : .374�� ,L- ^ _ � , 1 1.2500^ - 00' yset� . 0mg. � I ­750,- "I'vw 1 . .1 . " , .121-1-� - I - TO AtIGUE a 6 ,/4 � - . I. ,,, - ,ON* . 1 i �, (wAy RE: Rivms�� ` "' "' ! - ,F::-`-1­. 1 T t - 'i?t�, l(T -- - \ 'no, - ; e" r f 4' ". TRICK 6 �--i �, ;11, ------ 'L � � 1- �. 3 " � -�S- � � - - oss, �� 6' " 71' 4- - I ­1 , ,7 - I ,.,� I � Woo" — ­- �, I - 1 - - - tC84 " , 1 � EWE -- DETAIL A ATM A6M DRAM 30 MIMMUm 0-60 SALV - w ,"�, .21 � .08e 11 REM .260 2.125' EDGE - I I— I , -.m' , I . ,.,,,, L --- I -L----� - 1 084' , - � I � - ----- L------- --- � "-t,yYP,) I .... (3) STORM PANE I -1,150- - L --- L- DCTAUI A - . - - zooc*- I , PANELS SHALL BE PjSTAMED ALWAYS fROM LEFT TO RICHT W/ 1/2' LEC AT END AT LEFT SIM OF PANEL - - -2,367' --- -- (�) 'H" HEM98 (�) =-UWK (�) AWU-WML= I �, 1�­-� , " ,,, "". - ` 'L Tr.TW EWE " OF PANEL 0.024' (014 PRal is INO LLP ` , _,_�" W/ NVAIM FOOKE ,-' -- '-,I 1 >1 I ,�, 1:0.051 r- . /,<, �­-- - - -w -11 ,.. - , ��,�, -, L I 33*, P.M� f - , 375' t -12710" 4 1 _,r7,rL , PAREL -� . -1, - L - - . L CALVANIZED MR It 1 7 ./,.",) " , I , I/ - I I I I , - I .1 �-,. �.. � �- - � , i ----- Im. - , r 4S25 , I - - I � " ;,,, 02W 0. I et 'O I h) I - -- --2-591 ------- L- 1 � - I.. . ­­ -I HEMMED�, � , I / I .... .... I I - - El I-— 1". I - � ­� - - _--I off,env , I - I �: , " I I- 2,250, - I - �­­ '­. Ave 11 �` � "-PANEL � 5) OR q�� , � I,- L- - : ,-L� "I L -�­ -7 .6p 9S� � r� ill., � ��--- ., , I'll I I � � I I ROUNDED CORRIER 0 ENDS OF PANIO,`% ENO UP W/ HEMMED CODE, 2376' -- --- 'NiTS) k I - M" ."5* - , �-- 62V , - - 375' � - -1 Aw I 7 2-Sw 3�760' : D72' I � 1 �091 iosl� - TYP.) . 17 -0- i � (�).,KEY HOLE WASHER 105-H154 ALUM All-OY --l-I...., ...... .. �.. lif BOTTOM I- . - (�) KEY HOLE AT PANE AUA&I - 7,W' . - - 1-1 I i ,i ___ I I i - I 1,2iO' - 2024 - -- .750 ! - -:091, - � II. (�) SLEEVE 2 1 ZB I -- -.125* I ctvp�) I *$Et SHEET 8 FOR ADDOMNAL­ I '. - .84 LIMITATIONS IF SUEEW LENM IS I J, t - ONLY VALID POR INSTALLATIONS WTO . Aw- � WOOD STRUCTURES, � 1-416 , -� ", I _�L 193 .. . .. .... ­ � L ­­ " " : .- 2.548- - I I— I _ ­ 11 "",OR i I , mol ­71-Diw-, - -- - L 125� 2� 3 r � 50, (�) REV, "H* HEADER I. I is' , (Tyip.), -1 I O5, 0 . . . @) 'U' HEADER . I '750, !­ I . I P%l - - I --- - - - --I" MIN, TO 5� M­ ---- (R =vn I" ox, - -L2.OW*-- LA- 'I LEN00-* @ ANGLE 0oft'", (B *Z-MMK @ EAWI-MM I - 17�' - - 3ow, -- �fi�f; - Wi AL40Y 1 7­200, ,"u. X% . , 0 114* WIDE) 1 I f- f I-- r ­F--L"S;-1-- - 456- . Ivi 'L­j­ ­' : 2�7- 1 L- - -, - -- - ­ff ZLL--:_2 IDS2 , so AID' _ 75, MIN -1 - r' � � -- 1&; I -- ---,- - -1, -- ��:,�� 1.125, .BSO' �� o 25 I , - a MIN- 0 i � 1�0, FtI., -� ..�;.Tl. I - I .. - I 1;­ ' � EN ... �* . z = Z ` No. 4416 --- -- � -- w (USE: ONLY ,.. SYSTEM) . -z FLOW '. I ; - FOR E-Z HANG SYORM PANEL 6063-TS ALUM, ALLOY BUILDING CODE (Non High Velocity Nor c one Zone) I T I . -1 08�; ,7­fmi I-L 123, ,45�f L­----L­j" I , .., V i 050­-�-,­, trt � � . !:, -C'. STATE OF ". . = Ostia minam, W. F.P. - 24 GAGE GALVANIZED STEEL STORM PANEL - Ove"N' 81 ." �: - - .., ;-- - 2.WO--.- - i ,,,, L @ JUftA=QVI= U4 - - L- j S. :- SEE SECTIONS - - � - -1-5 W MIN - L -20e BUILD-OUI I! IM g & 41� WAVERED WINGNUT , -p " U, -. "...* �� �Iq 1, .�10 � �171-1`13111 �', �.'.11'11 . ,f 11LIE C 0 ,.�, GLOBAL -- ­ -z--"1g �­ .-I., TA-DODIC'o " PROTECTION PRODUCTS, LLC. 047L VID) �11. 51 STREET _ RieI DAVIE M 3MI4 , )IIIIIII-715,46, fA&� TISI.XiMe-1119 20-175 [-.t - I - bpouvioo - IRACK-AHM - (ZAMAG 3 ALLOY) ---- P-t, IIDN­/S`NA`U""`A"` - , - . ..'" A, , p,, ,.� - - , I O=J�� I . I -- - 1 - 'TIRVET 2 IN, is L--V--.I-- - I I INSTALLADON DEIAIU FOR REGQLAR PANEL --7 INTO EQUREP CONCRETE QR CONCRETE B=K STRUCIL!RES ALTERNATE CONCRETE CONCRETE ANCIRORS - , (SEE SCHEDULE ON I --�SEE EXISTING POURED CONCRETE- ANICHORS LOCATION SCHEDULE ON SHOOS 9 THROUGH 10) EXISTING POURED CONCRETE OR CONCRETE CLOCK - - -i SNEETS 9 THROUGH 10) I OR CONCRETE CEWIRED� BLOCK � REQUIRED. wgqj.�,; EXISTING POVRED I ­. --CD, Iii , , �, _� I It , _jT1 LEO m , " , ION CONCR=ANTHORRSS ­11 I CONCRETE I I REOURE6 e. � � 11- 31111 r Do , , -- (SEE SCHEDULE 1 - SHEETS V THROU (2) �� �� . ,� ,. " �� I " - " -, � I � _, , �1 00 �� -1- - �I� ,4A NVID f---- . -, - i 1. ­ . � ­4 1 I -11 "I - 1/4 - . NALM fe, 90,10, i , - .1: II.S. - - vit " OR I ,/e 1. J ./ Nify 1. I&CLI. I - - -�� ,-- I CDNC ITTE AWHORS_ ­­ _ : * , /7 ac ;2� � 1 ---- ... -- -..- - I � .. , i # i (SEE. SCHEDULE ON SHEETS 9 THROUGH, 10) I � "I", , W , 'Ir ---- - -- - Ir.- I rj I 1, . - I E­-D�� �,, : A 1�- 1 ` - ED i ,'.'� ��';�,' ','� %rzl� -VAJ 0 0 i/4' O.0 � L I i v 4,PI. I --rj ; . � � ,� E., ` , I t I �,/ ; ,� ,,, , -', ,I- � I PANEL LENGTH ,�� 21", (SEE SCHEDULE , I ( 'i) I : . `�, "I - - 9 1 MIA. i ON SHEET 3 T 1 0 1 vF-i- I I I , . , . ­jcD ; ; I , SEPARATION & I - T FOASSOP9V k � " - -- � - L- - - R , 11 1 � I - -1 - - z 0: 3� I 4 4 um , �F MITI L, M." .. I MIN To GLAS (SEE SCHEDULE ON "�, T' " - ! ; .-I. , i -1 To GLASS, . ON SHEETS ISM SCHEDULE 9 & to I ON SIM 3) SPACEA I � -4.11.1xii'-wo ir R � I a - I- I , - � ; lik, �- I n. SEPARATION I I PANCL LENGTH I (SEI SCHEDULE I ON SSW 3) I 1 . SHEET - =-- I I EXIST14f -1 ---I 31 � -I� -- - - - ­-� - W=-r I I I 11. . v- 's L- a- - I 11A., I I . . , fur.mPitem. I . I LECoN Y-n PANEL UENCT14 I ,� i (SEE - I ON SCHEDULE SHEET 3) J1 I— - I m-� 0 TO GLASS, - IS I I EE SCHEDULE I v IN SHEET 3) ; a I I 0 = OF v GLASS 1­­ 1-­-­---0L - , , , ! I ------ I ,� -- - - , I -- (i) G Fm I I I -- -- 1� ­ ..�: I ---- vi� - - ---- - -­T­1 I I - - � I I a I ,04 - I I -1, 14" � @ "I " ','; ,,, � 11;.11 I , , 11 �11 "'� ��� r 1 VAX, i I -01 � �,7�pm - , �4*i,tx?,*,�1�8 �-, I I 50f; � - , sp I I I A t 11 I a �� 1.3 1/27 fta I - �,�'Itl - 1- ��;V� ,� ­ - OF It* - -, A LIM f��,, I LzrH ";, � I I & I i I .. � 11 1-11, " � � -,� - I I MAX "�"2 m 0 1 VA i in� ; � I - �­ -I, � � - . ..... : , I 11 - - - -- - . A - I I , -- � " " ,, -- - � Q&- - �,--?v I : ) � �Z� ., CoNCi;gECmf40IzS "', -1-1 - �� - I ���,,�,,. �- - - ­� . &- � -, :1 -� N 4!, . , : - - , `�1.11, � - ­­`.. �.--, �a--­ EXISTING POURED 1�.' � I �".� (SEE 0 - ,� ` 11 13 , , CON �11A;-; 5- GROVE ARCH ", " " , � ,-1 I - - V. (SEE SCHEDULE On --i-1 --- -I - -1 - I . ..... I . .� " 9 ,­ --- t ". YHRaJGH 10) � , CONCRETE �'.­-­"�. SHEET- " � . '­ I �kW Of WALL OR SLAS 1'11�0;11 :.� - - , SHEETS 0 THROU0G`N 161 2 I/11- LONG MAX. ALUMINUM I 09 Rmum ,,,�,� .' (AM CONDITION) 11�1 11 11 i,- SPACERS 6 6 114" 0 C VALID FOR ... V4� CONC CM ANCHORS R I I I ,, 11 : , 4 ,Q4 . -- " , WPING POURED CONCRETE C BLOCK - " � ALL DE5YSN LOADS AND PAMEL. EXISTING POURED CONCRETE � � LENGTHS PER SHEET 1 OR CONCRETE BLOCK - -1 (Sm SCKLMWN __ ­ ­ ,, E, D, , - - -, I I. , REGUIREIL, PEOUIRED, M 1;ACERS * IN , I .- LORD �rl ON -0� '12' r/� CT I EM 0 TH ON 10 SHE C � AL smem 2 & m) MUNG AND FLOOR MQUNTING BUILD a" TING WALL MOUNTINQ /WRERM wapArmn 0) OR a I SCALE 3/0-i' SCALE 3/8-1* SCALE .3/8-1- Immoun,", ,:N�, � I\- ItQN. - ­..'. 1&,"..a� ii/��, zi �4N..-'\�CENs,,%. - I 1 41 * . s FLORIDA BUILDING CODE (Non High Velocity Hur loan@ Zone) - .- J� .: a. 44167 �. 1 TA, '­ ataxi tLyfixio, - 24 GAGE GAIVANIZED STEEL STORM PANEL E.D. - EDGE DISTANCE (SEE SCHEDULE ON - - ; TOP & BOTTOM MOUIRIINGS CAN BE ii� ` mile, 0`1 = * '. * I * I ­ - I % -o'- STATE OF i-- : � cE - 111LIE C 0..-�� GLOBAL PROTECTION PRODUCTS. LLC. ""'Z"T" -" ' - , .-- %16 " "ZORID� . F� ITESTWO a 0 OW &.� 5 SITEC, SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY ,,, " ` �rll L --� MW. TL =4 20-175 -,.=.m-vr- INSTALLATION. "&'AI-A-I­il� I I -��L-z RaC- ")W­7!M6. FAIL, jRSI,N6*­fn;7 - - . I#nHrRMwtRRX,�iv;DRAYURCYTu1v ck-PwIty's - - r � I -oftoymo ft WALIM X 7111.11' I IF I 1 wn , I mm I& 9 ,07 V= 6 j:sh] I --- I - -.-, ­- .-LLAT1Qtj, DETAIL$ FOR MIES 2909 & 10Q0 I INSTA -Z Mt4g STORM EANEL INTO EXISTIMa )MO!2D SIRUCTURES � - - - , t I -7- ­.­ !/4*# LAD SCREWS 0 e D.C. IS/ - - -1 - P I, - I I - . 1/2' iil� THREADED PENETRATION � 1-4-- , . " �­­­-, � 1/4'. LA& SCRONS ? 6' ac ./I 11 -�­­, ­� -10 LXISIT%G WOOD REAM I F ­� � t - - =�. 2%41 WOOD I- " " . I REOUIRM vit-. LAD w,w#s 0 6- ac W/ 1. -, I , Ea I -­­ I ,,� - - PONLIRATON I I I ,z FLAT OR 011 EDGE I ,Ir w,, YRREAom PrNvymiyo. I -10 DYSTIND wow 10m. " I - I 1) - To Emw Wow W-Am I " It � j ,r I t I - ­@C�q. ji.w 3,m,5, � , )jj I '� � , 1 77- i **-2z � rl� , � / 0) � I , 1� �>,-�,. "I r" i ---Ocw, pw* SALS - -7- 1-? 'I', 1n6 -.4-, i I, �e�. 41 i 0 1 I - �-,Y,�- -1 ­11 - � X , 1 I L" n 11 .1. �` I V "T " x /i I - T% P" t .:�L , i - I., ­ / I j I � JT4", Em, I I , 1, : -� 9 soon e CC, .1 L " i, -� " � It" / \ ; % Z�Ac a I ,,+�,� -1 `K , , w,', r"VICADOD polm"ON � z I I 1 0 CA, END OF ID �11 I 1�1;11 T I 5 I I " , , . - 41m .11*,/M,,�.. = , , ,- I �11 !�; ,r ISEE OCTAL & To biw%N� wow -E-MR. � * - "'! , T_ A 8 ".G NOT&MC H I --- I 1, ,, , j - OF rvFw 11 t I __�OlEr � I cc ,q - I I I P 4 1�. , � DUAL. '12. A , I- , ; 3/is, At- POP witty 4 c� 0!4,1* SUS I 4 I N I I- I hil - tA I I ­- ­ -1 -- 1 -, 0 MK-mm" 0, EVERY 0 0 FA ENO w 0 , .-A-1 1 -o"CI" y1a, I .1 /' � I I, 11 i t, , - ] � 1 wil"wo," 1 (70) . I W 1C - ; § -- �n C­ I - - , :: ..... .... 0 7 7_< :: & , 1, f i UM $ADER i ­� � , -- I (m oEtAk I/2. I J'� 77 0 I - - - - - : L. �� Non 1A SELOW) 0 , - -,T a. I . ­ .­­1­­-- I w0c;; HEADED KOLAROD I ---- 0-1 r I Z1 I � 1. � i - I 5 - -31=1 T.T � V1,1112.1-y", , . - ,� - i - i I L'ir�.-;­ 2 9/,61 MI - SEPARATION - I "', � 70 GiAm " �,r,� L. i I TO GLASS. ill %12�i-= /37* il ,�,- EYERY . 9 - I . -01 a, 2 7/W vIi, I` EWRY MRLAP � I . !RFAR`(T" - I � 11-� . i I 1 . -1 -- � 1 ,/4-­2o'-3/.- - To Cwm I e- Y4*,1i­20.3f 4' 9 , M - Id 2 evir N�- Nkc W L , .. - SEPARAIM - WIN, = " , I U;z�� , - --- �; -I 1 9 , i I --r- - �9 -JL- - --j- � �l - ---y- , " , /1' �- - to GLAS5� rARY WERLIP, 1 EVERY ovIBLA, ; III I p I . 4 I -11 i i i I L --,--- -1 . � i , -- j- 'I it .1- - 1-1--l- - 8 1 a I : p - � i I . I P9 � , - I i - I r F . 11 4 11 I i I i , , 11 �§ - , t, I 3 , I - - � i I � p g 11 .-" 10 11 I , � " I - 4 , � - - § I 9 " � � iI?, ! �4 fi- . I 'I I I " 1. j -, , ­­­ ,- ,- o � -- - -­�� 10 e (3) L-f � , i I I I 7 !! # - i I ---, I � I .Lits, I i - -, . I B - - J. .�11`ct/.A;Z�11 � 0 3, �,- I ,, I ­- - -1 I fl ,� - �� , �� . I � L _31�- I- -4 I4 " �Wfl - - 0 I" TIC J, 14 I " , -I � , , I 1, -1 ,- , �! -, � I I - " , .,�� " z --- - -A \ , --i 1 � - � f , -----, ! I I �-,t� I i - ., �t -- .., , , J,,- 0 1 �., ,2.,r ft.-) I ,- -, ". I I.,. � I -, I I ] � -, I - �m -, IA� � � 1/4-. -Alk--tai FEIMILL IC : ­ . � I � 1:9) I, ., jv , - 11 - - - , - - -] 8 - - --- (0-1 � I- , -a -yT PLUS - - - --7- - 1 1� . C-i t� - ­3! ­L­ -j 3 , - I! -1 Y.-'-"*'3/'- NI - I gm� E-!� q I K,72 . � , --�� - , 1 � i .'IT, ,A ., E - 2 1� � - -1 , .F, , , 1 , I � I , , � ... iI J : 1 t/,-v LAC SCREWS, a s- Oz. W/ PENETRATION* Q '/`t* Oc I I , If '. I by -64 , j4*i--2&�74- 1. ; 1� M4, (21 2;.;oQU;AE � � I .- - ' L I -11, MEE � ML 1 L - 4 - R -1 �, � ;/ --g� i I � wow I , , � WE 1A BELOW) N A L M '4,_, , ,__Ito� , I � If ­­1 � � ;,w , _tV � 1, � 6 ",­,iii , � ;fI�'T,r; Turw ;x,napzo OR FLAT OR ON MOE I , ,x ', I ­1 . M 14-ffRDIC 'A SEICW) 1, � - "I. " , F-�� ii, g-vow.- TA& W/ ve -7k�ll =ys - -ft A; If " .� 14� 11 ..J/N- - , , " . - , a � OPI .,I 'Wt. , - 14UT I r 0 C, , , I I 11 �', 1 1 i t SEP trial - - I �� , ` , i I � 1-r I- I Iit,%, , (2m. .v I ., ,&L"�y V. .N m4j&w 1 � . L L I i, -,/.*. L14 SCREWS 0 a - - ­'­ - ;, I ,22 , Mi ywqCAyEo ,�w WIL21,1111;Ew. 2' 7 "' . - 11 � Wo, TE RMIRT) ALTERNOVE ftAT CA 04 LOU - �m I k - "'," il.. WOOD - ON EDGE SCALE i/4'­' I I , � PLATE REQUIRED .-U`T i I - , ]" I 11w � �� �� t .. 1 , - BUI TING - SCALE I/.*.,, .i , c — -1-1- 1-1-11- � .'7­-- I ­- ­­ -­­ 1=1 ,�, INSTA ALTERWK 4!'W '�� I. ;NC1AUATX*.S AM ONLY VALID FOR BMW" WITH ALSO. OISiGV ,CAPS 1, SCALE JIA-.1- I - To 4-nal -75.3 P.1 AND �ANEL'S LEMPIR UP TO 5'- 10 IT , 0""OHIMILA, 1. � I - � ff , -I*r " , "ii �?, A '� TIL I �� MR MI* WOOD rt COON WOOD MEMBERS To as SOUTIoRN , .Z1 'S� ­1 / SCALE 1/4'.1- 1 1 rc �, - Dm " ,� ­­ �.� IC � -- PO4E N.. z W/ 0m. om 141,04- " '�L­1­ I ," ',;�CEN -. , . , - - 1, , 1101L.A& 4, 44 � ��', NO, 4 7 --- �z atm 1,1-m ,Nc. FLORIDA BUILDING CODE (High Velocity No Ircrt! Zone)l . = IP ` - - 20 GAGE GALVANIZED STEEL STORM PANEL * B ' Ir INOCI - DA"Y", W. -`T=3�..,. ; A� T&A'8.-Sm ' I . ". T.01 .. . L I 11, d 72z— - ----- - L. . ;V t - S -,'- STAT OF (-,j. t, -/u/tto" �tVkii�!�� -IL -� "-.�. Ir4 1) - _____ GLOBAL PROTECTION PRODUCTS, LI.C. , to ��-,-.V­ z Xm... ZL­ Nor, w COMMNIM : 1, - � S.W. 51 SIREET . nmww � .... iO - /"," ,. OWE, Yi. - 20-176 lop a IN)TID" MOVIVON05 C41 BE Com0wFC` w ANY .9m 11 . C�tl'111;1 / .­­Im�-­­ PHONE, (W"-'�, 1. ("WNS"W1 I - 'N - � mim --.-' I WAY TO SUIT ANY TRITALIARGY SCA,O i/4 - 1� - - ­w.�- ""'""If"'W ",I SEII,MGNUV"TIT r4-IFIVIV14; .m. I I � I �.. - - .t NOW - Ii.imp TRAC`S; 'NOT &How pop dLARi wro, A, I I - 11- WtAulij � - --- - . -� MOT m of ft 11 amokat.LMAIZ-11wow�i­ � I I - I -1 I KN11111111110111(lkl III , zf�;�11:71i�i-,] .1. ,I'm MAXIMUM PANEL LENGTH L,,t' OR - L- " (ft.) 0 MAXIMUM AS.D� DESIGN PRESSURE PATiNG (P_..F,) I. � _) ' CONCRETE & WOW INSTALLATIONS t L+ I Li- - 200 12,­01 121-01 210 12*-O- It' -a' I ME=- FF-0- 10-79- J" tv.-w to'-0. :±—d, 10�1* 9�41 ------- ____n1_1�.-­­ ­--��-O­ 1 ISO - ­--tio-ii— -­2-'-!L*- -1 9,- " iT--;;:-­- --T--3- - - 1-1,` --- 81-41 -6;:�;� --r - e:; 0 ---- -- '- I;7--, J­ _0 ;,�7jf�L 70.0 7,-8, _:: 1 r--*- no ,�-,. 61-10" 870 71-21 - ,.-,. - 7'-. , s*-3* ­�!,11� ____,_ �-v " -z' ­­nx --- -f— ­- ---!ie__ 100.0 ­!�L-.e' - "'. -!--1R:- S�il, S.-J. - S*'r -­20f— 0 - 5'-7' Itso -7- —, I I195 .T:— I - 1 5'-5- D.M­0�(�), ACH-Efte - MAXIMUM FANEL LENGTH 0� @ .1 C, 'L+' OR %-" (ft.) 0 MWMUM A-S-0. DESIGN PRESSURE RATING (p.. I.) (4 ., -) — CONCRETE & WOW WAULAT"S t L4 I I- 2" W-4. - 2�0 - 150 1 . 12-10' 1 L- I'- iao I f'-s' W- 7' - .55.0 - W-10" 9'-O* - ,,I IN 9 .-O. - v-F, - -- 46io sao--­ 91- f. ,--W--;;-- is�-7- --i--i,;-- 51,10 IF-31 I,-4I, - -- ifra­ ---iT-­O-- --r-i= , - 65.0 'I-4. 7'-2' �'��-w - ---W0---- -?--5- 7_ C --;7-- 2- -j�- _ � .0 -- aae - 7--o- Cf--i- - W-6 - --;_—D;— —7:T- - �—O­-- ­- --L--lr -- ---- 0 - —��:-_,- s�-Tp- - .---!! ­ � �o -±L-�L- 51-3* 5'-7' ---! - -T-,.5�-��4-4 -­LP-50- PICO - , -,. - - ,�,. -­L!­50 . I 19.6 - - I ,.-,. MINIMUM SEPARATION TO CLASS SCHEDH_ AM PANEL =tH WIND SPEED 4 17C ­P,h I WIND SPEED � 170 ­0, ("') - k$MtMMNNEJ) I NED LL04RESTRAIINED Rff�rgrU 30 OR LESS I- I I' 6, 6 Ile �33 70 90 1. 7 1/2- 7 I/2' 90 TO 145 _ 1. 7 I/2' 7 1/2- - 7 1/2- 1 ILHINIfli PAN11171 117MCIT14 A.1 rnR A r1lili Unt-HITTINn rnlill!11710114 TOP BOTMMI DIRECT MOUNT IT HEADER - - . , s1v 51 HEADER ANGLE I 1110 T1- RILCK I T" I .!Z.—. - OLSO-Off IT, TRACK GN-M ­- DIRECT m0uMT 4jr 1. - 32- 1 -- W I — W I W - 50- (D is-xiv STUD vilou w 32, ' - 42' 1. 38. 3 ­ . Ir IRA" w - 32' __L2: __� 32- 1 42' 87� 0* � . F -OLf.r -F- Ifli ANGLE BuLD Sr '. ED . � .- +w I, - �� L���� Co - W� D.m..O. @-1 ------ ­-­­­ " - /4 +1/4,, 3/4, 4/5� 5/5 k 6/5 2 1 W/6. 2W/S. SW/7 & 4W/7 : 3' MAX ANCHORS (SEE SCHEDULE ON - . _ I ____ __" 3* MAX .. SHEETS a. 10 &if) � ------ - ­ __________ _ ._____ I' MIN,-i ---- -- ----- ­- - -- � �J' MQi a : I ' I 0 11 - T­ -I - -I - I- - F -1 - 7 -r- -r-7, - � � -ir -i - -I -,- -I- -I - 7-�771- 1 11 I I 1 .� I / - - I � - I I -1--! - - - -1, - "" ' � I I L L � ! I . 1 1 1 , I r,_ r -1 I I UNBOLTED PAWII -* J 1 i (SEE AS , ` I � i IAPFUSE�r , I 1 i i CA ) I I I � I i 1, � " 1 , ? I , � t I L I - !- � "�l , " I - . � , I _ i, � , . I 11 � I I � � I - - — "C . -� MIN 4 I 1I I I I I "I'll, ­��, I - 1-1111--i-I 3 , , �, I -1-111-1 - - I I I " I I I 111, t! t11:4A r- I 9 , I I I � - i - I - I I- - , - I ;, ;tCLTi; PANELS W/ 1/40-209t" LAP � - -F,S, M.S, 13OLT W1 II9 0 Ek OVER (SEE SECTIONS AS A-PPUCAR13 i I Ai , � [ 1 I 1­ 'i ! I 11� I 1, -1, - I I I I 11 i I I 8 i - . 1 ; ! I � i I I . 1 I I � i I i 1 1 1 - j I , 1- 7j - '-! t f 2 1�� It ---- -- - i-j I 3" MAX ­ ­­ - . 2/4 L*11/4,I 3/4, 4/5, 5/5 & 6, /5 I MIN WIS, 2W/6, 3W/7 & 4W/7 -­----AN(;HO" W SCHEDULE ON SHEETS 9. TO &If)-- ---- � - -' � M ELEYATION. ,/4' NIT.$, �miv� Gi 2 6871 ,7 (ROL OVERLAP -1 WDLE VI �i . - - I-C, " , SE9119N A -A NTS, Rolm, (1) L+� MWMUM ALLOWABLE PARM L.EMON FOR A GIVEN POSTINE ASM DESIGN LOAD, L­ MAX ALLOWABLE PANEL L04MM FOR A MIEN NEGATIVE ASJ$i DESIGN LOADi (2) PROCEDURE To DOIJUNIC MAX" PANEL LDWK GIVEN A POWK A.S,D. DESIGN LOAD, DETERMINE MAXIMUM PANEL LENGTH ^Ll' FROM SCH GIVEN A NEGATIVE X&O. DESIGN LOW DETERMINE WXMUM FARM LEADER 'L-* FROM SCf V44AL MAXIMUM ALLOWABLE PAM LENGTH IS EOU01. To THE MCOW DETERMINED PANEL I BETWEEN 'L+' A40 'L-*. (3) SM SCHECULE IH10W FOR MIM PANEL W404 FOR POROSITY OUNJIFICItRON. � "STALLODIONS INTO WOOD ARE L"tW 10 i 95 v.#.( MAX A.SD, BE" PRESSURE RATING 44167 '-, -i .me TUDS0. cc * TE OF 41 �;��-----j / 24 GAGE GALVANIZED STEEL STORM PANEL I " DRAW"i By, .ORAL PROTECTION PRODUCTS, LLC.1 oi"�'-m fam &W. 5� , mm n-i! P"ONE, f"UH)UN-TRIA. i ! �20- 1 1�5 - — I - 1­1 �= - ��j, DeII4INIG �, . 11 I INSIALLATION DEJAILS FOR REQULAR PANE 1 � INIO WOQD STRUCIURES . .:­­'1�--------­­1 -­ ,- -­­ /� � - --L -,, -- 1- - - - t " � I -- -, - -1 ­11-1- ...... ----iv --- - - I � -7 ­11 1. . - . k : "i � i SEPARATION . � 11 I I -- I - �z , � . -01 , - , � - - - -, t�i ------ TO GIASS� ---- - I � . �., ��t --�OOO ANCHORS I I I,- �,j (SEE SCHEDULE ", � I 11 - . � � -- (SEE SCHEDULE ON , ,vit­- F ,,, ­ � � I � 1. - ON . I � !�� - - -- 30 v S WE ET 3) I � i I SHEET I 1) 1. . It - 65 HE'ei ROLM I "I - IN t , � Pt .1 I,e I 1! 4 ,/4� m - ,-, . 1, - � . I I I 1, - - � 41, �� -Ji I - � ­i-= A­­­­­11 - ,� ` I- U 11 i ,L - - ­1 " : � ,it I =- .rl.-, % ; , 1, � ,i � , '!� I �!i I r 1' M... ''. 'I 1 /, , I , ­­-­­­, '� 11 �It i - I . I v I � '-I PANEL LENGTH mvg� .- I ­- - ­77-17- c WE SCHEDULE V _-El _ 41. . �­; WOOD ANCHORS I MD'i rD I �,,�, , ­.(2� �� il� � � I --�­L, , ,,, , , -- I ; I I T 1E %. , � cll � 4---- 11 � � 1 I/e MEE SCHEDULE ON � � , , I �;=­ ­=� - -­-­ 1­.­.1­­1 I ON SHEET 11 FOR SHEET 11) I 01fujim i f 4 -1 - -, -1 1 MAX. � 1, lu IT - z r � 1 ,G, SPACER 0 I I . 1;11 'i - M , , ILE 1w-" I , I I 1 6 1 I- � OF IL I., - , i4m �I� , , � , 220:�!] SPACER; -01 I . I � , I . - .-f . , -- I , I - - WOOD HEADER - - - �1 I . - - I , , - " "I . I .2* �,� '- -1 - ' ------ 1 REQUIRED - . . .i I I ED I - , -­1 I . I , -- [-- : . 11, ­11 I I - -- -- , : ml�- 1 ` I . : , � - -- - :",--, .. �rf -- : I ---- : " I � 1 f � A ,, I , :1 1, , L : - C I I � I I ED 1 I � . 1, 1, � � -­ I I If 11 I,- - , - - -- � I � � - ------ - ---L--- � .1 � � I - L � I I I I . x � I N* A, Iz 1/2- 1 : t , t � - �@,.",�-(ktoz, -0"N0-N S-NEET 1 . L-1 LJ i � a y 11.)c � � i � e i I � I � I t SEE NOTE -' BELOW FOR LIMITATIONS FOR I W, r. i - IT, , i t I i � i, I v I SU'ARATICIN I � *L1 I - 1 1/2, LONG SLEVVES, To CLAM MtEANXM'I It i 7NGEH i � � � � I PANEL PAHL � 11 SEE SCHEDUIP. (SEE SPHED I ; I , of I !-(ON SHEET .1) � (SEE SCHEDULE I � iF I ; I I . � � -PAWIL "t PENALIE 0 OR PANEL WTE ON SHEET 3) 1 I. ON $KEO 3 , � ."T,­ I I - t - �- ­ - PLUS (SEE SCHEDULE ON SHEET it) I 111� � � I I i '. i � I I I " . I mi", ! 11 � - -- - -I -- I � � I m -�- 1.1"I I A I ,--) t . I T SS I I --I OLAE EXISTING V-f =%rl-,) 005MG I 0 ARATION : 2".4" WOOD -- ---: I - - If -1 -- - - - ---- - i GLASS (SEE , 1 ---cl " PLATE WOUIRED r- I = 1) 6A- - DIRECT MOM PACER I ; i 1-­ �- ­.,f­­­ - -.7- ,=.-- I t i n, 1­ - - - �­­ v - I I * i r, I : I : �­ ­- 4 � SCALE 3/4-1' 1 i , I - OD I ,,I$ III 8% t � , L­­ �' I � -� I I - D.C.: SEE TAXS�Af ON SHEET it FOR MAX, PANEL LONGII �, 0 i2 112 � NA FOR I EC., � I - , I THIS IRSTALLANON. I i or V � " 0 I - MAX, ; , --- no- ; 1 ­1119- A0 1 I A— I Ect � - ,, F I- ­-z/v, I a 12 ,/2, a.I:I t 1- - I . 4 It,- !� L",-a--j" - - ­­- I , 1: f I ­L�� ,� - -----I CID - -­ . �'h .� . � I %� .,- � . � , I - - ­ `Owww i I WOOD ANCHORS ** N=* I F� f- I , I - i�, ­ � , C , . I . I ­. ,- I—- -,-,I---,.,., � i � 1.1 STAGGERED W/ STILD - - , I - U, -- � , �,- A -1 ;f ,�, i I il i (SEE SCHEDULE ON 900131 W, VAY BE I 1jr LORD W, I I I I I . I f j, -- " : -� . � I i SHEET 11) (1) PISMIADON 15 UMTL0 To A ONE FICITY IRAUNIKIS *in nt-9- i I I , ; 2*w4* WOOD �.j I " I 1 ; �! '-�4) i *wm i ,� , � ; SAM W-44 ROOF HOW CTRIS 3 A RESTRICTION FROM ANY --- - L � I -�- I . I PLATE RCOUT#65 �1 , � i � , �: I �, SAAM "WO CURRENTLY INDICAVEN M 910177 11)� � 1! - ­voo ANCHORS 1 , � ; . , " i I � I it I I* WN SEPARAP" To Was Aimixott , � WOOD � I I STAGOEM W/ 51,10 1, 1�;; 1 , ,,� � ;;iji 1 ": IS "I *006 WIND '"Ro C`A"`iFiVn I , MY 3 UK RE m , -aq I - : ) - � � , Rgo*- .IYM! AS I � REDUfRED PANEL VAIR: " SHINUL BE ,� I I i I (SEE SQ'IMOLE ON I FORM AS INS FOLLOW � ozg�r � � " M , � I 'Pow I t, OHIS a A AIDRINITIDW FROM , I ; 1 i SHEET , I � w(ft I .0, . I I I . , � i I � SHEET oil I � � i I I I � - � (1) MINIMUM AID On" PRMSURE i I t I � I ! Mi IS +114. -a P.- (3) WAX 24, GAIM PANEL LENGTH IS JWMD To W AT ANY OPENIND J , � � " (THIS 6 14 RMMMM FROM UUMER SN"M UENVITS ALLOWED ON . � I - � -- � I i I 1 � CID WYAW STORM -Amfa� UIENI a DIRECT I **EMdF- SHEET I 1) 1 WALL MQUE1112 MQUHT TV . . I i1r im PAM commm =I= AS powArm ON I I ALTERIA11OLVE-M , (.) WALL MOUNICING 1 (3) slow PAND. Nw,iiam 15 ONLY i I ALTERNEIVE 1W I INTO AN 00STAG WOW MAME WALL I SCAJJE 3/8-1- mw z WMIX1150 OF I VIT 9A ITS ONLY f 1 i'" FOR *" zom 1. 2 AND I AS DOES$= BY AGRI, i SCALE 3/8-1, JA) INSIAUATION WLJ0 O&Y MR WIND I r-mmIS Swaim " 04: 202D (701 EDITION) OF TRIC FLORIDA [� WNE131.2*3REILASTME I 04.01,10 am 14"i I 0,141ohloo" I I -----I IA T, k 7'j, 11M --,----.--.I IN � ---- , ­Nx ............ , a NOTES, gf �. '. %-\p-EN .,. FLORIDA BUILDING CODE LNan High VelooTly or cane Zone) - Nor _ . �- 4 QF SECTIQV$� 1. INSTALLATION ARE ONLY VALID FOR III kS.D. ?,:: No = 02M IXWM RK. 24 GAGE GALVANIZED STEEL STORM PANEL F.r. UtWUN PRESSURE RATING (Ps.f) AND PANEL LENGTHS = , = DRINK W. = ; * . TOP & BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR = . . * S - COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W') I 7:$-� STATE O��,.&�---� 11LIEC01111C. GLOBAL PROTECTION PRODUCTS. LLC. w/"/2= _ " _ DDE ,_ _ INSTALLATION, 1-1�� ,,:rtOR,O"7. &4� yinsnNe 0 pumun,mi,it COMPANY i S.W. 51 STIREET 2, FOR "- WOOD FRAME CONSTRUCTION: WOOD I eI012-v , - . - INS, � SN"AR". I'I .1. ,,,C,,� ( WME F,­ =. 20-175 MEMBER-5 TO W SOUTHERN PINE No 2� W/ SPECIFIC ,�f�4 . M .I-- RV,F00-7644% FOL" i".049-em i, - - vfANm - . DENSITY OF Ok55 OR EQUAL SAW"'A-W.-TE CA-aliflig m- 1 - i - I - . I - f - . , - I'- It WALTIR k WILLIT �, PJL� - . rl�� _____ , I A I , of UM uti I :11E o --- ­­ A " �� =-=j I I Gmm& Ngns (C) ig-D �il---Dm-jo­ ?1111�us�!I�Azrsljz� � Dpli�' (PLO.) K45 BEEN VERIFIED FOR COMPLANT'r IN ACCORDANCE - 114-0 TAKON ANCHOn, AS MAIN41FACTURED BY LTW BUILOEX. INC WITH IKE 2OZO (7th EDYTON) Of THE FLORIDA BUILDING CODE THIS STORM RANEL SHALL NOT BE INSTAII-ED AT HIGH - #14-10 PANELMATE FEMALE ID AND PANELMATE PWS ANCHM, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. VELOCITY HINFOUCANE ZONES (MIANI-DADE / BROWARD COUNTIES). - 1/4'f LAG SCREWS PER N.D�S DESIGN WINV LOADS SHALL BE UVERMINE0 AS PER SEMN 1609 OF THE ABOVE MENTIONED CODE FON A BASIC WIND - 7/16'0 . 5/8* WOOD BUSIONG. AS DISMBUIED NY ALL POW, SCREW. BOLT & SPECIALTY M� SPEW AS REQUIRED BY THE JURISDICTION WHERE STORM PANEL WU BE INSTALLED. AND FOR A DiRECTIONAM FACTOR 90-Oficit LISIND ASCE 7-fli AND SHALL NO EXCEED THE MAXIMUM CA-S4,) DESIGN PRESSURE RATINGS OUKATED ON SHEETS CI) MINIMUM THREADED PENETRATION INTO WOOD OF 1APCON ANCHORS SHALL BE 1 1/2- AND 2- FOR ELCO PAKELMATE FLUS 3. # TARUT 12 & T7, 10. AND PANUMAU FEMALE III IN OR OVE TO VEFfqY THE ABOVE MMIXTON, ULTIMATIF DESIGN WIND LOAM MtMMINED PER ASCE 7-10 SHALL BE FIRSI , REDUCED TO ASO, OMN PRESSURE RATING BY MULTIPLYING THEM BY 06 N ORDER TO COMPARE THESE W/ IAW (A.Sit) C2) MINIMUM THREADED PENETRATION OF 440 SCREW. INTO THE WOOD FRAME lifin SHALL BE 1 1/2' NO THREADED DESICH PRESSURE PATINCS INDICAILD ON SHEETS 3, 9 THRU 12 & 17, It, PfAIIETRATION INTO STUCCO 'KAU BE CONSIDERED AS PART OF Tfit REOUIRED THREADED PENETRATION, IN ORGER TO VERIFY INA? ANCHORS ON 'ODS P.ED� AS TESTED WERE HOT OVER STRES=, A .il% INCREASE IN AUOWAILE STRESS FOR WIND LW05 WAS SO USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN C,3) MKYwUM EWE DISTANCE OF LAG SCREWS. INTO WOOD STLALL BE AS INDICATED IN THIS DRAWU40 ACCORDANCE WITH N.O.S. 2015 STORM PAWL'S ADLCQArY rOR IMPACT ANO WIND RESISTANCE HAS BEEN VDIUCIED IN ACCORDANCE WITH SECTION 16D9.1.2 OF CA) MINIMUM PENETRATION OF WCOD, BUSHING SHALL BE 5/8-� Ile V-20 SCREWS USED SHALL M 1 1/2- LOW MINIMUM THE AWrt MENTIONED CODE AS PER AMERICAN TEST LAB OF SOUTH FLDW,GA REPORTS 0814.01-01 AND #0219.02-09. AS SHOULD STLKZO EXIST� AND 1� MINIMUM FOR WALLS WITH NO STUCCO� PER SSID t 2-0 III ASTM t 330-02 STANDARDS, AND AMERICAN W51ING LAB SOUTH FLORIDA REPORT #142301-10 AS PER C51 To CASr THAT PWCAO STOK� OR PFIECAST CONCRETE PAWLS, MCCO OF, WOOD BOARDS HE FOUND ON THE EXISMO TAS-201 AND TAS-203 PROTOCOLS. AND AS PER CALCULA71ONS PERFORMED IN ACCORDANCE W/ %VON 104 OF THE FLORIDA BUILDING Cox WALL- ANCHORS SHALL BE LOK ENOUGH TO REACH THE WAIN STRUCTURE BEHIND SUCH PAWLS. ANCHOPACE SHALL BE AS MENTIONED IN C Q, C 2) & C4) 2. AU ALUMINUM "US014S 70 BE, 5063-ib ALLOY AND TEMPER (UNaSS OTHERVIISE NOTED) SEE S14M 2 JM A' NCHOR$ SHALL BE INSTALLED PCU CNIING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOFF5 MANUFACTURER 3. ALI. kutiONUM SHEET METAL USED AT M.GISVRES SHALL HAVE S105-W4 AUOf, 6 P94EU MAY ALSO BE INS71AUSO MMONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I 714FOIUK�4 6 (SHEETS 4 C AU VEEL Stf.EU METAL PANELS SHAII HAW 5TRUCTORK QUALITY STEEL, ASDV A-653 GRAM 80 MINIMUM, G-60 GALVANIZED THROUGH 5) EXCEPT THAT 11CAOCIIS(D &Q %441 HOT BE USED. SIEEL DESIGNATION W/FY- 92 2 I. (AFTER ROLLED). 9, IT SHALJ BE TLIE RESP04SIBUV OF THE CONTRACTOR TO VITRIFY THE SOUNDNESS OF T34E STRUCTURE WHERE SHORTER $5 TO BE 5, ALL SCREWS TO HE STAINLESS SIM 301 01' 3tS AJSI SEINES OR CORROSION RMSTANT rOATLD CARBON STEft AS PER OIN HED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHAU ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME t7l"IMC1. 50016 W1 50 k,1 YIELD STRENGTH ARE 90 LIM TENSLE STRENGTH AND SHALL, COMPLY W1 FLORIDA BUILDING Cox SICItON 241, 3 .3.4. 10 CAC�H REGULAR STORM PANEL WITH, LENGTHS OVER 90-� AS PER SECTIONS 1, 2. 1. 5, 6 AND ALTURNAIII4S IW. 3* & 4W ON SHEETS 4, 5, 6 & 7 RESPECTIVELY, SRAILL HAVE A LECIELE AND READILY VWOLE WAIRKING INSTRUCTING OWNER OR TENVIRT TO 6 SOL-- TO K ASrM A-407 GALVANIZED SrEO OR AfT M4 SERIES STAINLESS STEO� WITH 36 "i MINIMUM YIELD STRENGTH SECURE PANELS WITH APPJCWa REINFORCEMENT DURING PERIODS OF HURRICANE WARNING 7 ANCHORS TO WAXI SHALL BE AS FOLJDWS� 1 I. THE INSTALLATION CONTRACTOR IS TO $EALICAULK ALL SHUTTER COMIKWENI EDGES WHICH RE"k IN CONTINUOUS CONTACT W14 THE BUILETINIT TO PREVENT WANU/RAN INTRUSION (A) M,U0MNA"U=-tOE100­ - I/eff TAPCM ANCHORS AS MANUFACTIRLD BY 1T,W. 6VLOEX, INC,, ,(Min V­,fI92 p-) 12 �TOAV PANEL INSIAUATION SHALL COMPLY WITH SPECS NONATCD IN T141S DRAWING PLUS ANY BUILDING AND ZONING, REGULATIONS - Ile 0 .� 7/6* CALK -IN ANCHORS ­AS, MANUPACTI)RED BY OEWIAJ IN,- PRONIDED BY THE JURISDICTION WHERE PERMIT IS APPUED TO, - Ile# � �II/e SO1.20-SET ANCHORS, AS 015MIDUTED By AU POINT, ECIIIETY. BOLT k SPECIALTY CO I OVID NVORMATICIN ("IA. r-low P­' ) I 3 (,i� THIS PRODHJCT EVALUATION DOCUMENT (P11).) FIREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PH E I - J't4l-lo PANELMATF FEMALE 10 & PARELMATE PLUS ANCHORS, AS WANUFACTI)RED By ELCO CONORO-TION PRODUCTS. FOR A SITE SPECIFIC PROJECT,, I- WHERE THE SITE CONDITIONS DEVIATE FROM THE P-CO - I/ef ZANLAC NAIUN ANCHORS, AS MANWFACT1JREO BY DEWALT. ,NC, ID) CONTRACTOR To RE RESPONSIBLE FOR THE SEUCIon, PURCHASE AND INSTALLATION INCLUDWG LIFE SAFETY OF THIS FRODU­-, - A ,� MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONOTNOT SKIRL RE 1 3/4'. 2" FOR OCO PANELMATE AND BASED ON THIS P.C.0 PROVIDED HE/SHE DOES M07 DEVIAlt FROM THE CONDITIONS DETAILED ON iyl� DOCUMENT CONSTRUCTION SAFETY AT SITE IS T,F- CONTRACTOR'S RESPONSOUTY 1 3/4- FOR ZAMNC NNUN ANCHOi (�) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVAUD IF MODIFIED A.2) CALIC-1h & SCUD -SET ANCHORS SNAIL RE EMBEDDED 7/8- INTO TIE PWREb CONCRETE 40 EMBEDMENT INTO STUCCO SHALL BE PERMITTEV� fle 0-20 ' SCREWS USED $HALL BE 1 1/2" LONG MfMWUM SHOULD STUCCO EXIST, (d) SIM SPECIFIC PROJECIM SKAJL.L HE PREPARED BY A FLORIDA AEaSTEAM ENGINEER OR ARCHITECT WHICH WLI BECOME THE AND I' MINIMUM FOR WAUS WITH NO STUCCO. AND W BE HEADED SCRIMS OR ALL THIREADOD SCREWS W10 HEAD� ONGRIFEER OF RECORD (E�61t.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE KA Vim, WDE, NVTS PROPER USE OF n4F P�t,O, ENGINEER OF RECORD, AMID AS A DELEGATED ENGINEER TO THE P�E,D ENC;NUIR, SHALL SUBMIT 'R, THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW, A-1i) IN CASE THAT PRIC STONC PRECAST CONCRETE PAWLS. PAYERS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING WALL OR FL , ANCHORS %-%LL BE LOW ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCJH PANELS (y) THIS PFO. SHALL. " IHX DATE AND ORIGINAL SM AND SIGNATURE Of THE PROFESSIONAL ANCHORAGE SHAI, BE AS LENTONO? IN A,I) AND IN A,2). ENGUIDER OF RECORD THAT PRC�PARED IT I (a) T�-%IN=m-%xA­ftk-A-UC1--v 14. SWITER MMILFACTURER'S LABIEL SHALL BE LOCATED ON A REAM? V[51BUE LOCATION AT SI-DR.M PANEL SHUTFER N ACCORDANCE WITH SECTION 1709.9.2 OF FLORIDA BUILDING CODE ONE LIM - �/e 0 7APCON ANCHORS AS MANUFACTURED BY I I w BUIUM-A. fmc� SHALL BE PLACED FOR EVERY O-VNINI­ LABELING To COMPLY WIT9 SECTION 1709 t.3 Oi` THE - /e 0 � 711T CAX-fN ANCHOR% AS MANUFACTURED BY 1"AL% INC FLORIDA EUVi CODE, - I/it"If X ale SOUO-SET ANCHORS ' AS DISTRIBUTED BY ALL POINT SCREW� SOLT & SPECIALTY DO _ I I - 10 PANELM411 FEMALE 0 AND PANELMATE RUS ANCITOFIS, AS MAN10"ACTURED BY ELCO CA14TAICTION 'R. so'llitiff" 4 ft ,e � - I/e 0 ZAMAC NA1UN ANCHORS, AS MANUFACTURED BY DEWALT, INC lik A. A . ­­ OK-kt Nq;k I , ., , � � � tf�!) MDOWUM EIKEUMENT OF TAPOI)II ANCHORS, CLOO PANOMATES AND ZMLAC NALIN ANC�*P, INTO THE - Ni f Is, , �. FLORIDA BUILDING CODE (Non "' �� High V.1.0y Hurricane Zone) FLCCO � LIAO SHALL BE I y4-. ., . � - g : 1. I -iWKI "'Itco, m 9.1) 04LY-IN & SCUD -SET ANQWRS SHALL BE EMBEDDED 7/Er INTO THE CONCRETE BLOCK UNIT, NO %,44 67 ,I 24 GAGE GALVANIZED STEEL STORM PANEL I �-- ---,\ STUCCO SHALL BE PERMITTED. Ile 0-20 SCREWS USED, $WILL BE L 1/2- LONG MINIMUM SHOULD , 0 EXIST, * � - ­ - - -- - ' 0=- AND I* MINIMUM FOR WALLS WITH NO STUCCO, 1 -:�% S-lAn F .. � -- MOM PROTECTION PRODUCTS, LLC.j , - T Me co \ 7 Z�� — ­ X­ I RIIXI.. 11 B.it) IN CASE THAT PRECAST SIONE, OR PRECAST CONCRETE PANELS. STL.tOCC OR WOOD BOARDS BE FOUR A !� TILUT 'Ef"INQ & r"I'VIANIC coNFANT A-ft L 0 R I ., �7� D"Ift F, .1 - - - .. w w - - . INI) SuctI - ..�ORI �&-­ e-1, .." --I- - � ­-.- -t7s kXISrTNC WALL ANCHORS SHALL BE LONG ENOUGH TO REACH 114C WON STRUCIURE DEH P�W , �eo � � t-ra-Z 1--1­pwm-m., 20 � 'r S/A;;v; k i _ � ,S, - - 'u, ANCHORAGE SHALL BE AS MENTRXIED IN 8-1) AND IN B,2) 7� `1,,i,,,;,,H'L­+vi . E %qlfNN,R�vwt - W - - , - i - - , - I - I - -- �=,.,, "N", , IE IT I IF [a A - --- INSIALL919N DETAH—S FOR REGULAR PAML CI) . I—RTQ EQURED QONCRETE 08 QQNCRETE 8LQQK ,5T—RUCIURES --Qr.T-A4 POURED CONCRETE -WOTM Eff. CONCRETE , Buick � - Oi� OCK , �=RETF r ,;�­,V, R- L,REP i��5 --au.".- % RED e 3 CONCRETE ANCHORS _ _ ­�', CONCIMM victim - - - 51 , (m SCHati ON I - (SEE SCRCEERLE ON ) .�X, tx$TM POURED - SSW - ri,� DONICRIETIC OR , 0� t Ntv I Cx - -­ J I - ---- 1-� - I - C09CWIF BLO­ ,�. - .. WOUIROL (�) ,.g �-"r.-, I �� I- ! ! - �',.­­ Ile j file 1 1 � I , ii� -,,� - --- --------­ -- �-, � A" -w­ , , -, ­­-­ � CONCRETE ANCHORTS � I - I—- - ! I - I :.1 (SEE SCHEDULE ", � " I 11 �� I I I It, I b shms 9 TNK0U0G`N -I 7 I 1 15­� . 1� 1-1 - , � . . I p N -� ! I I �-- ­ -.11-11 I ".. I "I., I I . i I I 1 , . I t� v -01 - -... I-- t i 4 -01 i I ­01 I I i 16, I 41 . I I 21��%, --- I � ,�,�,�,� i L. �/4*0-2w, - - - ­­­ I i �­-- - f ,, -- ­viD!3m0,i;,v k --- I :.-- fl-R,�a �- rlv�� I .11. : I � I- S - 11 - I I I I I ep;�bN - F IF-- ON I I I TO --- -� I 11111 PA111- , I �' I I'll M TO GLIISS, Hoz r R, � --- . I - -in I i I ! =41 , -- ( I . . LE - 11 4 I � I 1, , , SEE , "I , *L' M­ , ( - -ou" 1� 11 11 : i I mlil-1 i I PANEL LENGTH IT ,I- t ON 3) 1 ! jfitlr� SEPARIVION I v At... I (SEE SCHEDULE 11 I I I 't, M- I To otm. i ON SHEET 3) 0 1 i PANEL LENGTH IPAWI LENGTH 4 1 -- � a. - - 11, ­-, -1 (SEE SCHEDULE ! Sm SCHEDULE ,A. � . ­1 ------ ! i "' I-,--- , , qi,­ T, - (SEE SCHEDULE 1 � I- - I 9 i ON SHEET 3) (SEE SCIalE OR ON sHrEr 3) - � R I -L-I ! ,`�I�-,I- - - T­1 SHEETS a THROUGH 14 I i ­01 11 : I I I I I - I W%. . ­�­ 'g- - "',­ � - Sit MG " �- , - � -- OF 'L "..V41 11 (j) I 7 ,"', '1,*� I -s i -i . ,,� 1, � , -. I � '. � ...... � 111W­­ Mal sOx ,e - I Tr- Igi-, ! -- OF It! � � , I i [- Cl) " ��"` � "' %i�lwv : � r P, �g - . "X1 I 7-f- I � I -� 4' 111111�11141J . � 7�-, '-Al 116. 1 , , I " .- � - � 11114..."t - -"/, `�;%,,],,t�,�`-t 31101-11 ,."., ,, � I i i � j I � �' I E'D I A i I , �� I � � I ,%�P i V.D. , - :� i , N : E.D. .,,,,,, i �,­, tlzz I . , , I I � , , - �, � �'. I z ,.- . .1, ....... I', � 1 14� i ' " @ ____j -A- ­-­ I I!--- � I ,c�'�",`�,I"" I , -4:5* W511NO I - ..., . I I G 12 Ilr CC 4 --A; I'll . ;Z-- t I I : -, � - C ,� ,- I �11'�­� I ! :: � W-0. NO, YARIER ,VAS I , J11,11 I � , " I ! 11 I -I- 51,1111DI m SCRUN, of I ,�'; , v ��,� .... I ,I'M -T,',v�,;, I - --­�K` � 00--- . 1/4'-�H* $�, VA W/ NUTT WOUIRED. 1--­­ I (SEE. .=.' - �, - - -- ___j - --EQ­­Cq- I w�' -1---i­ ­­ - - -- - - * , I " " it ,I;r oc. � sHEM 9 THROWN 101 1-1 1::,� - � �, 1, jt� - I ." I I I- , W/ *ONLY WHER SCUD , 1, E M �. ,� LERN � L , I I-, SET CALK IN ANCHORS � � - - ­`AEL L%kTtON I - EXISTING POURED CONCRETE I . , �11 � ARE I I -- OR CQWGRETE BLOCK I'll - I -1, (A) PAAE&�LL;U ALTERNATE CONMI REQUIRED, CONCRETE— I EPSTING POURED CONCRETE CONCRETE ANCHORS . ARE USED, ANCHORS OR CONCRETE RUDC9 RICIGURIELO, of, ­ STACamm W/ STU (SEE SCHEDULE ON (SEE SCHEDULE ON SHEETS 9 THROUGH 10) vs-m 9 THROUGH so) MLD ING WA"MOU"N9 WALL MOUNjg�OECT MOUNT 30E�Nml � 5EQM 2 SCALE 31B.- SCALCE 3A-7, SCALE zf/8.1' I I .1 .�,­,:­ --,, .. . FLORIDA BUILDING CODE (Non High Velocity No 1001111 ZOTTS) Z : � 1. -� ciawi MTECO, Wic. I.I = : . 1 *. a 24 CAGE GALVANIZED STEEL STORM PANEL = .* . = I --- OUMVI J!". - . / - \ Oi I E.D. - EDGE DISTANCE NQU-6121L.CMINATION OF -SECTIONS: 1 " - � * i ­ GLOBAL [ILIECO._! PROTECTION PRODUM LLC. SUIL - (SCESCHEDULE ON , ,,r I TOP & BOTTOM MOUNTNIGS CAN BE - - EN" __ _� .�.� . SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY ip, - 4 1 ". -- '"Tivilyma a DOW ILI 1-1, .1 - -.11/w ZP - -�­.-Im � -� -%��Il � (9�)w­-'(4, -,rp")mN.HiTt;T 20-175 I INSTALLATION. 11i .. , - � PA , - !�- i - ! - MARIANO 9D: - 10 r/mic WALTER A. MR'!. L-WE-Eld I . JI, I !=?'­--�� I I ­.. - -* I I � - INSIALWION DETAILS FOR REGULAR PANEL 161) INTO WOOD � - ,� — -- - �­ ­ --- — ­1 , -1 i , Z. I � - . - � . ALTERNATE LED 4*xa*6 . I I , ­­­ ff - - - DDCATION =Iitol- --1-- I "I I . ; --- ­ - " I - . Ew" Ot 11 ; � , � T x c I !" ,,-�/ ,-, , 11 - 1pi AODOUACY OF EXISTING WOOD , I , I , I � I ­� -,,-" i I BEAM TO BE CERTIFIED By -:Yi0--' --tf$ - , - -" lt� . � REGISTERED ENCINUR ON >� I I " ,,- I �, ,�, �p - � , , I -1 �­ il . ARCHITECT PRIM TO SHUTTER "i," I ii _,,,, 1-0 iNISTALLAiTION. � f I" 30 ANCHORS ALTERNATE wow ANcHom " . I I � f I' mi.. - Ig".0. NEX WASHER HIAD , (SEE SCHEDULE ON I � 'Ji.- . iSEE SCHEDULE ON i , � ,,� - ` , - : -jo,�-Eo- - - - SS `� N/ "" ; -, SHOT if) SHEET If) �� ,, )i � I � r 'I"Ro" � I , --`-� , � , I V-1 - L � I -- -I MAX. . L I ; I WOOD NEACER­ _ , - I .1 -­ -----I . - I 37m !2 V ­--­.­----- -I REQUIRRED - . � � I" f 0 H T- I : , - 80 vi�ii�,,.- , GT,Z!q4 , ! ,.� 'f! � I 0� � wow ANCHORS I I � � �! I I L � I I --- -- i ' , , t If . I (SEE SCHEDULE ON �L I it" I I . , " I W, i '. I I � � I I I SHEET 11) " t ,� i , I , IA., t i 1'� - I I IS 0 I ,(j) � " - 1, L(j) -1 � ­ � I I SCHEDULE I ON SHEET 3) ,A � V.tl � I M41 SEPARATION TO GLASS. i � I IL, I I - r mf SCHMAE ON SHEET 3), Ma. ! -111� I - 'it-, � ,,-- W MR PANIO, LENGTH T ;-N - ut,ey,I OAA r-n I I - 1 4v MAX k­­­­ -- -1 --- ,D (SEE SCHEDULE , -Ai,..- ­". - Cw,a,RRe, - L--- -- - --- - - - --I PANEL LENGTH I I LEMPH 0'afti-n ON SHEET 3) I I (SEE SCHEDULE EX -Ill '. I I 1 P-'- I ­ k ON SHEET 3) I;_ . f - - - -- ------I I----- .­­ 11--111-1 . I I � I - ----,.--- - - ­ , ----- - 11,� .-] ­­ I ------- ----- - - -, i I I 1-11 V­-­------ 4 ­01 I I - -v � 4 I, I � I or I I : t , � : I r--v /,� 1, ,� J, MAX ! i �­ --f§ MiAx �� I 1 ,04-- � 77 - I 11 I - i - ! -- ­[... ­ - I ­ I - A I I I Et , - - , : I 1 112.- i. � 1 7--- 1 1 NO FiNpl, i I -, I I11.-,,,I. AL-LowED I I.' - ww HUNT amn J , a l" D.C. I it - ,­ ­ - , ­.. ­1 , , - I- Nt ,..��� ,I �� A i � . I � � % :, I" r­.-­---­--­ -- I � , ; I i I -- ­­ -- I ­ � zw- WOOD t I " --- DECK RE UIRM 2*W WOW PLATE L I I " I I ­ __ ,- ----�--- -----, -- - R=AED I I ,..-, � i , I -WDOD ANCHORS WOOD AN04M � � , - � (w SCHEDULE ON �, - ­ - - I � 1. I � �, (SEE SCHEDULE OR- -­=.-�­-=�,= , t SHEET 11) ,fin 'NECT i 1) , � I r , I � � t � � \ I 1 1 , " � , � ----2' MITT-1-11.- - ­ 3 f, t ,` L­-, - j I -' ARD MOP, JIMNTING BUILD —OUT MOUNTING ALTERNOYE 3W ALTERNAMT—" SCALE 3/B-1- 00 '"Ifulo'll SCALE 3/8-i- e , .. /� I , 4�.,�:,�14D",% .4-.. .. " ,)CEAts %!'A ­­­ / �� - .."I" m=1 I v NOTE Mcllm� z : 1. S FLOR11 BUILDING CODE (Non High Velocity Nor cone Zone). *: - - I . INSTALLATION ARE ONLY VALID FOR MAX, A­S�U, = I . -. W �,- ----- - .2m,mmlo, - ----- -1 ' ' TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RAT11413 (P.2.1) AND PANEL LENOTHS 1 .' � �F 24 CAGE GALVA14171ED STEEL STORM PANEL - STATE OF : UUt0i w j _. COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDUtrS ON SHEET 3 -. 'p, ..�� ,F I- INSTALLATION. 2� FOR NEW WOOD FRAME CONSTRUCTION: WOOD w/"�/TWm --:��--�- a I MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC `­ -- - 111LIEC 0 Inc. GLOBAL PROTECTION PRODUCTS. LLC. DENSITY OF 0.55 OR EQUAL "I - it, .wo I -1 5"Im ----- - fliti 1010"N" ,,, '00,604 ­ _W71 -1 9-� av`e- `­ 2ma . 20-175 "Olt N&U�e,4, r-,(9�)SM-mv I . tm:v � ,t,jm=--!,;"" - ­­­ CA-0mays f - I-f '"'""' N` PE, "u"I"'N'"1111111", *I'. A. I"', ",� 'I, , - -11 m - Z.m 7 III is - . --- - ­ -,-.,. ­­ - "Op I � � I I � a) (3) r- a) -0 —m > (3) C- " -0 S- (D (1) L- 0- 0- C 0 0 L- = .- Cm co -6-j C.) -a (1) -It.- cl- U) . (2) -4--0 = (1) =3 -0 m 0 0 -Co -2 . , U-) -0 0 c c- = U WL- 3: Cz = 0 0 := ku LL l,- 0 CU > .0 . Cf) -0 Q) Cn F-- ZO (1) -P-j 0 L- 0L C- �- ca -0 . = -4-8 M U) C)- < a 4 z z w mi r_-a I =3 C/) (1) m 0 L. " =3 CO -0 v :� LU 2 -= C, - - L; .. rii� = -3 C�! - m C �� ­= Fm >e . . -Z;; = - Q­ . Cv 4= - V, -0 c'�j = W .< 2 �� -T 3r, 2 w �e` 0, =L -= CD . � r .- = = CU, C3 i:- .5 cl� U . - Ix w 3: �: m = Q) a) -0 .- -5: W w .= Cut �6 , �I. = . ­ ;� 2� - v, L = I= 2 a) a- Cj - -.2 LL] M < z z < -j 0- -6-111, (1) a) = i ICU > 0 L- 0- CL < -4-0 0 =3 0 0 L- 0- (1) CIO") co Cn ----T- -W---r I I I i --!T­-----Tff-l1 --F— SHEET NO. SH 1.3 _ _ __�,__ _ END CLOSURES T N PO I CONCRETEO C VALID FOR REGULA SAFETY Ift E-Z HANG STORM PANEL 0)SYSTEMS 11 j 11 1 \\ %-. .__ {.� �j tL9' DN POURED CaNCiisTf, 1____.�'�`,. - VARIES + ' `'K" y�LTv/ �"l ,�L3 SIX%' Y x 3' x .68]' 3to5;-1,4 2`x Bg63-T6 I41.Ct' CallT-REQUNSED ® ' S' Ikni GC Mi0!E lwM f{4'r . TAF{pW V t2 a.C.POURED Ii3- .-._IAiMX'_ C0NcAcTC, ccNCREiE 'L 'sxr 4•r r aNNXN PO RF2I 3 fANf !R # QC wN'io PRAMS r? T'Ri0U9h^0 mHCREiC @iC r+" AMCNNt i 2 0.0 t -._ I�. _-2-aa' rmx Fx+u' E -;3; OR� ,„1 Mu,,,�'-.JULF I�RwEJREDU9tEDh Y jh El• r` r'- .t' c:: T= 1 J' 4YtT PAA�L. N aP. „x. ANCHO M1ia LOCATION LOU "f PWA to tE50N A6n Al 3" a . -.,.F i 2 53 VARIES 2` 'x. 5" CONi'... A,.f P..07' 2" ( 5 }} 5' MPr J �,. L aTE AtIM AHGE. Oft .t M 1 ,Dee' 3T05-Htei SHFii 8".. �. �=n ,�wm .g - k _ POURED CONCRETE, ODM,FRAME �}- METAL I_ iFA M134. 80A1'r PLATE — .I.-, ®t4C% OR 2`at''AD00 FRAME 2' % 4' % .125" �. '-"° I ...,.y :trYR) W'ptNWEt1 3t69-Ht4 OR E .1.. 2 1 r t {1 8063-t0 ALUTt 0/1 � U f '.w •.•. - 2` .>-. ) »- :G .... CON! AL AN 4 LaJ ,1E MG%. � .r Xr.r .F ms>m s.'o...+ � .. o. +.. ,.®°., .E Max. GAP 't. . >a �� if4` • TACIT_ 4' a' a a .0I2' C 12' Oc_- 3105-HTa OR 6063-TS .U.01 W/UACWNUT Cone A— ANGLE CASE A (PLANS CASE BPLANi AS, E C (PLAN) CASED (PLAN} I SALE 1/4--l' SCALE i/4-=4' SCALE 1/4'=T' SCALE 1/4`-I" [ I -- F -@ sTaJo-F OR CAA -IN 1 OR am PANE WE __ POURED CD!ICRLTEa._ .. 7RdI AT -FEMME ID ANO - - E N SE f CONC t a ..K ' �mP @�0 ( "'i - ;��yr� 0R FTOY NM SCHEDULE TSX s- TN.#tLwEO COF REj '\ OR Mal' WOOD AS A LI ABLE p 104 I,) ON 9Ek1S ffi. CONOR}i'e OCRVm." S I _. _. (AaN PANEL (7E6 OVERtfP BffiAlO 2'q+' 'n1W5' Nw,� i \T PWUIE flG9UYiiD A5 APPLICABLE iO 6 n) OPEN iJG tWt'TH) P9.!BRSD CONCRETE. CONCRETE RTDI%8E0 - _ CK OR 2'a4' IfaDO PRASE i a �'.. _,,.3f4/ REpLttRED �� { 1e,..'".''4' - {?.?_ ..( F` 'C1,.r "`s / "', �. j@wrT wf aRct+ORED ERNei y VARrEs.Y REM T F1.ANOT.+ PAPNA.EL m j'`-"" I 51 M6A I WMU. (NEVER Cut END PARER) x BO ,.. DISTANCE a � I.._ { I r- ~ p (y '�\ t / "'y _ tfly-mis sars`p�' s:•i �txtwilOnNy",JJ CASE- i PLAiY,�l > .` ANMNI . A a.f �� A T144 "I' SCALE SCALE 1/4`_,. x` IPcJ z>,Lv'A. . . >} 4 DIRECT MOUNT W!iALIATION ONLY & VCERTIFlAJJD WED / NUr.#'u \\CEN,y, - -+'T PANEL INSTA8IAT%1N Al' COPIES W/ ' N0, � 1% •; 5 SURFACE LEVEL VARIATIONS WITHIN 31e ' . * : * f FLORIDA BUILDING CODE (Nan High Velocity Hu Come Zone) -�,,Ot'' CASEE E CASE PLAN3OF FENIX. "� 24 SAGE GALVANIZED STEEL STORM PANEL JFA .. • @� Ale CALE f(P /4 IR�Y.9, ;`LflRE il7 ,= � �}�p2d�'6 ;; ! 1 L 1 �__ GLOBAL PROTECTION PRODUCTS, LLC, 0/2 96 JNNIJ NRI�yM ., f _ '13"A'O R CNNRINR CONPAMT 4999 S.W. 51 BIAE2T �MI'r. "J'"#•L "EC.> F 31m, n,. 333Ta 3qn R An. 3m, w— M1'A%R a, skaT. / aml P".�,-14w , Pa, OWN Ili -.Alt MAKE, (W)M-1T146,. FA: t964)09-6707 20-175 " CA-N10671" rce .A sImn%. LAN .. _-- DR"'W" Ns: P.E. 4 a41T.w.. A WAL71'A A T%LlT Jr„ P3:. _.e%2 5nEE1 0 g TB { t6 (VALID ONLY FOR PANEL G) INSTAUAT IONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 5 & 7) MAX. &SAL DESIGN PRESSURE SIB E (P.R.1.) MAXIMUM ANCHORS SPACING FOR ED, - AS SHOWN ON SHEETS 6 & 7. APPUT;A81E yiijA ODM&NANY DF THEM MAk'FMUM PANEL �� (,) TAPCON LAC SCREW PANELMATE ID P PLUS � wow BUSHING i • 3 1 " 3 I 3 W (COP) t 1 ' 3 13' _ ^1' S i' 3 y` T ` 3 tw pA (BOLT ) 6 If2` s 1/2 6 1/2- 6 /2 t ' H f2 (TOP) - 6 1 a' i T' 2 2 H 4' BOTT.• ) 5'-0, OR LESS e` H" _ H' e' TOP) �. H __ 8 _ __ H 8' .�--- 3W (BOTTOM) T3. _ ,r —_t3•_-` -__T37 t'� (Top) _{ 443 5 OR LESS — - t3" t3' — �� i � 3 13' 43`"N W WHOM (WHOM) IS^ _ t;� 13' t3` 8 1/2` w (TOP) t ' _ IOU BOTTOM 6 1/2- 6 I/F_ b lIr 6 t/2' 6 t/2' 2W (TOP) - — _ �- 4' H 1 9 2 T 2' 6 i 4' 1 1 a . 5 0 4 1f2' 4' _ 6 1/2'~ 6 1/2" - ' - tom•) TO 1V-4" _._._ 4 t 2' t0 If2'.. .i3" _...�_... 4 i ° 8 If2 �J,13" .. _. 7" __._. 12__�. 43" 7" _-_.. ta".__._'- 13' ......_ a" _ 8 .If2' 3W (BOTTOM) pY' (10P) 4W (BpTtOM) a SEE TABLE #1 FOR MAX.. &S,D. DESIGN LOADS & MAX PANEL LENGTHS WHEN SPACER IS USED, CORRESPONDING ONLY TO ALTERNATE 2W' ON SHEET 6 MA!T:. A.54,. DESIGN PRESSURE (p_8.9,) MAXIMUM ANCHORS SPACING FOR E.D, - AS SHOWN ON SHEETS 6.& 7 IAPPLCABLE. rF3/RM)A OF THEMN MAXIMUM PANEL LENGTH (ft.) TAPCON LAG SCREW PANELMATIE FEMALE ID PANEL -MATE PLUS WOOD BUSHING. Ir is' 73' 13` 137 7B UOT6 13` 73' la-13' 8' w (.eortgM ) 6# - /2 @ t 2' / 8 1 2' f 6 1 a / _ 6 1 2- / LIP (TOP) - b i 4' 12 1 2' 6 4 J X+f BOTT' 5OR 7- 7 t 2' / _ e.. _ 8. - J _ {TOP)_.._ LESS 1 i 2' _ . 3w (BOTTOM) is 1}' 73' i 13'^ 133� (TOP) 5+43 -45 +75, -75 t IS' -- - - 13' ,iw (BOTTOM) I 13` 1]' 13' 13` I 1w OP) Is- 13' 13" t3' 6 1/4' TW (BOTTOM) $ 1/2, 6 1J^E" - H 112' IS 1/2' 6 1/2-__.. W (TOP) - _ 6 If4' _. 12 1/2' 6 t/i' TM (&17l', > O` . 1/2' 5 7 112' _ 7 lIr - ._...-.,_..__ (TOP) q'-.! 5. 5"I f2, __ -. H" _.... Sw. 5w'deDL1nM) 13, 12" 13' S /3 -_ ..,-. (T ) ,�" __t37` _13 - t3' 19:`.. 10" iW (B6ITO ) SEE TABLE #1 FOR MAX. &S.o, DESIGN LOADS & MAX. PANEL LENGTH$ WHEN SPACER g IS USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 8... TABLE it 6 A.S.D. DESIGN LOAD MAXMN PAN LENGTH 40 PSF OR LESS 6'-8" > 40 PSF TO 50 PSF 6`-2' > 50 PSF TO BO PSF 5-10` 6 MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS W/ PANEL MATE q E to OR PANEL MATE PLUS ANCHORS & W/ B SP$W4 At t kN;I j. 1/2" O:C.. N-OETAIL5 FOR UEE 5AFEjY1 INTO POUREQ CONCRETE OR CO CRETE BI,.00K S' MjQRE,5 1/4-ro TAPCaM POURE'O 1/4.0 TAPGON EXISTING POURED ANCHOR 0 9 tl to _TX1STi+G 1"IME 4R ANCHOR 0 9 O C _ m CONCRETE OA ,'4 CONCRETE BLOCK REOUIFiD. --/-- `:. CONCRETE BLOCK F- : REWIND. , tryy -- G # IL - - L t 3A t t 2' / /4 jr; 131x. _____- _ GQ♦ f� r 1 r i i " f I t_... /a'a-tmn- 11"9 w ._. . __Y I ... DeE PN4 DOAvat7 N r m -6") t _I I i i eL- MOa. Hj PA"O, LENGTH '_ .41, 1_-_.: _.... (SEE ELEVATION i M y � 1 3N SHEET 12) 'EPAAAIIO. TO GLASS 1 l i ED# EXISTING POURED) I CONCRETE OR i i CONCRETE BLOGiFIII.jjjj -E. TWC,� REQUIRED. `,/ I tO tY /t OL - I Qp - I k 3r I g ! J4'0 PAH F'LiOS - TTE ,.,,,. O tx 1 2" o.c. Q / REG EAR: PAN-€LS SEE SHEETS lb & 11 FOR AWWR5 TYPE a SPAF9NO FOR INSTAUATi]NS INTO WOOD FRAME MINIMUM ANCHOR $FAGtffiS AND MAMIW EDGE 1H3'FANCE ARE IJOICaM ON THIS SCHEDULE. MR E.0 LESS THAN 0101CATED aN SCHEDULE REDUCE ANPm SPAC M By MALTIPLYNIa SPACING 940" ON SCitt®tlltm BY THE FOLD FACTORS. FOR TINS OPEPATION TO ME POSSIBU. REDUCED SPACING OBTAMD USING FACTOR SNA U. NOT SE LESS THAN MNWUM SPAOW ,N)"€D FOR EACH ANCHOR TYPE ON THIS SiCHEOUIF. 1/4'. AND = T1*i _Tf4'i n,CCN _ T4Vk1Mil[ MWM, ANCHN vxm B,tj W 1 3 'r ANM c oAa OM1) 3 3 96tANSEAINiR(LeTAI a.—..- paw: sAx) ] ] 1/2 "f 1E mwu VA) FACmR 2, M3s - ___ 2 O- __ft _ ..__ D ' .__ ....... 3' 090 W ] t/2' ' OOS CON CCN R£0, 1/4"0 PA.NEWATE ANCHOR (EEYOND) WALL MOUNTINGS SCALE 3/8-1" FLORIDA BUILDING CODE (VALID ONLY FOR PANELQ) INSTALLATIONS AS PER SECTIONS 1 THRU fit ON SHEETS 4 & 5) MAX. A.S.D. DESIGNP PRESSURE. RATING (p.a,t.) MAKWUM ANCHORS SPACING FOR MIN CO. PER SCHEDULE BELOW 1�PUCI�E & r MAXIMUM PANEL LENGTH L {N.) MAX. AS.D. DESIGN PRESSURE RATING (p...i.) MOUN0.W ANCHM SPACING FOR MIN E.D. PER SCHEDULE BELOW - = " 4Nr AAX#MUM P1ENGiH �• (N•) 'rAPQ7N SOLD -SET PFANN W t7LMATE.LUS VAW_MUN CAL( -IN TAPCON SOUP -SET P tTED PANElIiA PLUS ZAAAC-NAUN CALX-IN TD - m Ta m tbNr�rE m 10 70 m ill U CfXHCMETE m m m WIiQiEtE rq a0t>r.SE7E Tf$M . 445, -45 OR LEST' 1 A i 13' 13' 1 3 13 13' 1' 3 7 3 13' 13' (TaP) Sr,S,. ENk L E55 +4 > 5 4fi5. -as t 3 1 3' 73' 13" iY 1 3" 13• 13' 13' 13' 13" 11 1 f3 t LIP (T ) 6':-4" OR LESS t3" 19' 13' 13' !J` 93" 13` 13' 13" 73" t]' t3' -i (@OTT I) 13' 73' 13' 13° 53' 1r 13" 13 1/2 M) t]: 1 3 _ 1T tS 13' 13' 1 ' 1 ' 3 3 t 3 tS' i J i3" 2 (#OPT 1 3` 13' 1%' 1 ' 7 A3' t 3• Ir i3• I 1-" } Is- 73' Ir 13' Is- _IJ 11 1 t f? 2 $TON} (TOP) 13' 1 3 13' _ 3' 13- 13' 3 3 i ' 2 B4[TDA1 .� ��� 73' 13" 13' tJ' 1 " _ _ 13" 1 _ 7J" � iJ' 13' t t3' t3' t ' 3 1 � i3" _ 13' i 3 13` 13' 13 !S° t 1 2 9 1 2 _ / 2 BCfTb $� dTGP} 13` tJ i3" T ' 3 r ' J 13" r3' 13' 1" 3 '.3' _ 1 '' 3 t3 (TOP} 1 " T 1 l2 _. S 1 2' 2 / 8 t 4` J -e' 5 k 4" l �* 13 1 2 }3 1 2 1 / - _ _ _ 6 1 4' / -- 6 I f 4' 3 RfY1°IOM d) - T2 `F2 f x 1 2" / 6 1 4" ! 6 T 4' I i ' 3T 2 J 2 1 2` / H 1 4' / 6 i 4" J 3 LiOi£' ( A'A6 8`,- 5 5 /2 6- 6' �® 6" H# 1X 8' F 7 2" 6 - ft' _ 6" 9" # {TOP) H° @ 8' 8'_ or 6`- 8' 8" 8" fl' 7 i f2 4 (TOP] 8- 13 ....,...- SS". _ i3" .__....,. 1 3" 8 " 7 3 ___.. iJ' _ t3` ,_.-.. 1 "' 3 &" 73` ,­�_ k3' _ T 3' 13" . H" t3° .....-.. Y 3` of _ Y3" .._._., 1J' _ ! 13" _,__. 1 3 _ ..._....,.......�.,,__. L 1 S W t3" 1 3 _ 1 7f2 f 4 ( (RO'T'ONS. o ) 5 gT}jT{T}A. ). __ 6 i3' ,_1 I 13" ,- Ir 1 u _. _ _ Ti; 3 I 137 T3 7" �'- 6 13' ._.-,_ 13' _ 13'�_ 6 1f4' _ t}' ___,.._. T3' I3• _ 6 tf4` , e 1.• 3 '_._, t ' - 3 1 3 6 IJ4` _ : i ' _. 3 {yt 13" f 1 3 5 1%{� . , ._. 8 , i .lv. .3 _....,..,...._ .,......_. --. a Y #$` ,;r le -#t- '� i �.. D 1_ w_._ t 3 1 _, : 43" .,_._ t3° _ t3 - : 8 _.......,......_..,_.... I'- T3' 1'- J _._ _ H t/a" _ t ' 3 tS" _ t3 . __ H 1/4- 4 BOTI'. ( PRO) S OP _. O ) 80Tri't. ( M) iP ) -...,..__. 8 BOit."• TS` _ 13 _ _ 1"I' 6 Ile T3,13" 6 IJ4` 6 !f4' 13• 6 114" 3' : i3` - 3 - 3 . __. _ _ • I3 ...._ __ ..-..-6— _ t4 1 f2 73. ' 5 13 t0 i 2 / i3' 7' 73" T" 7 1 2 f S 112 _ / is- ,_ 4 1/2. 1 :(TOP) AS, . To T4`"4" _ Ir 8, 73" r_-. is, Ir 6 1/2".: 3' "t-`" 1 tH /X 8 1/2 J2 t3•.. 3 /2 DDPJ'. ,-8. TO 9'"6• 3" 9 9 7 7 / 8 1 2 f to 1 2 7 4 2 t3' C 1 BOTTOM: i3" 7 1 3' / I 3 13' 1 3" 3 O 13' TO TI' 8' t 3` 6 Y /2' @OTC OM { ) 13' 5' - t3- 7D 1/2 13' 7' i3' 1` 7 If3 5 1/2 SJ' 4 i/2' 2 iTQP) t3` 6` s:t" 13' !3' $ 1fx' 13" 8 1/2` 8 1J2' 8 7/2• 13' 5 1J2 a (ip") S3" 7' 13' 13- 1. 13" i 9 1/2 10 If2 7 1/2 Is- 5 1/2' .2 (BOTTOM) 13, #7 1/2` 13" 13' t3' to, TS` 10' 1!" 8" t3" 6 Ile 2 (BOTTOM) Is, 7' 13' t3' .�Is- Is- -8�1/2 19 i/2 13' [ 8 1/2 4O I/21 ? 1/2 -1 H 1/2' 3 diDPj f3" 7 1/2' Il- 13' Is' IQ' I]' To' 11' 8" 13' H IfX' 3 (TOP) - - 12 1/2 72 1/2 6 5/a` 6 1/4' 12 1/2-ib Ile - � 5 1/4- 6 I11V 3 (BOTTOM) - - 12 1/2' 2 t/2-6 t/4`p6 114' _ 1 2 1/ 12 If2 - - 6 t/4",6 1/4" 3 ({RRTDF4) 7" 3' B' 3 1/2' T' 3 t/2` 8' 4' 4 1/2` ]" a If2` 3' 4 (TOP) 7 1/2 ( 3- 8' 6" r 4' 6' 4' 4 1/2' 3 1/2- 6 1/2• 3• + {[i ) H- - 6' - 8' 8" i - 5 T 7 12' - 4 _fa_OTTOM) H' - H 8 ---i-- _ 5 1/2" - 7 1/2' - 010170 ) t3' Y_ t3• Ir Is- 0 1/2' ur 9, 1/2' to 1/2` 7 yr IS" e" 6 (TOP) IS' } 7H 1 13` 13, �t3" 10` Ir I ti• , H• 13, 6 If2' 5 (TOP) /3' 7` 13" 13' 13' 8 t/2' , T3' (8 If2" 1D 1� 1/2' 13, 6 I/2" 5 (BOTTOM) 13" 8 ifY 1a" T3" fi3' 0` T3` to' 71" 8'� tY B If2' 5 (BL1TiOM) ,.5" 13" t0 1/2 5}f� 7' 13' 7' 7 If2".5 If2` 13' 4 If2" 6 (TOP) 13' H' T7" T3` 43' S )/2" 13" fl i/2' 8 1/2'[6 !/2' 17' 5 1J2` 6 (iT3P) - 6 t/4` B 1/4•6 1/4" 8 k/4" - - - - b if4' 6 t a` 6 (BOTT."') - - H t/4" b t/4" 8 1/i" 8 1f4" - - - 8 14` 8 ifi" ff (TA7TT'*... SEE ww 11 FOR ANCNat TYPE R SI Ims MR omAw ATNAs INTO SIM PRAMS BUIIDm= e MINWeIM ANCHOR SPAaMRS AND MINIMUM MOE DISTANCE ARE INOAAFED ON M5 SCHEDULE FOR iD, LESS THAN' INDICATED ON SCHEDULE REDUCE A14CHOR SPA001% IF MUORPLIYM S,AADIKI SHOWN ON SCHEDULE Or THE PDLIOW94 FACTORS, FDA MIS OPERATION TO BE POSS18i.£. REDUCED SPACM OBfNf[EO WIND FACTOR SH A L NOT eE LESS TRW AAMM+M SPAOW FOR EAO* AWTW TYPE ON INS. 5C1E1,14E. 1/1'0 T/4 )fa-# 1145E 1/i'.. 1f4'S ANCHICIR 1Y tAPcoN .. SOT®-ffr _.N_NMAMX P Aim _ _ 04 -ANA" _ GEL%%-.T YPamum NOD," SPACM (iP.) ] ] ] 3 2 1/2' 1 2 I/7 wxw&w£8GE Wxk 3 7 3 ,!2' ] DISTANatto.) E90( 3 1 t/i' ] tfz' ' ifs 3 t/t' Anvil. = DIB wm FACTOR _.. . as-,-a50 - 2 Ilk UD9 0_ Jb - 0.61 y IS (L0 a iI *� SPAN3Nt5 ONLY VALID WHEN SPACER QB IS ()SEA. SEE T 11 FOR MAR(. A.S,o. . DN Nt LEADS & MAX. PANEL LF1'IGTHS WHEN SPACER USfD.. you &I 6 AS.D, On" LOAD PANEL �G H 40 PSF OR LESS V-8" > 40 PSF TO 50 PSF 6,-2" > So PSF TO 60 PSF 5'-to" 6 MAX. PANEL. LENGTHS ARE ONLY VAUD FOR INSTALLATIONS W1 SOUD SET ANCHORS & W/ SPACER AT 12 1/2" O.C. ,,.__ ___ ._._._.._.____.. - ____ --_.._-ANCHORS (SEE SECTIONS &. ALTERNATTVE$ ON SHEETS 11 14, 15 S15)-_--- ___------- .---- .-_,. 13. MAX. - R-1A/13, R-2A/13, R-3A/14, R-10/13, R-28/13" R-30/14, r r-' Q.M.,�. 11-- R-RAW/15, R-2AW/15. R-SAW/16. R-18W/15. R-29W/15, R-3BW/16, k'-, ..— (1-,�____,_.. _ -.___.-_--- T- ._-_.-`-_ � __ _ w ._ _ _____ _ _ �,. _T__ __ ~�__ __� 11 1 I g I 1 I I, f I 4 I i 1 I I I 4 I l I_ + N�'. t ' 3 If2 �'. C t 4'IL-20%1" S.s, 1BWS W,0 I I I v MAX kk {USE FOR PANEL LOIG-M PANEL tPxcRfi ' 1 {OVER T-e") �J I R 8'-8' @ +40.R -40.0 a.l. .R p REGULAR STORM PANE EGUtA2 STOITA ANEL L p . 1 I W OVERLAP MID PANE1. i.EAY>TY HkN.- i/ >j I , LIFE SAFETY STORM PANEL Ilz. I ; 0 OVERLAP MID PANEr. LENGTH BIX. (W/ lj __ , A C I A ` iffi V-8' MIN. PANEL LENGTH _ _ _ ! " _ _ _ .... _ , ..... , : �. - _ ,+_ .-_. =_w' AT ALL 71{OdAN}9NG5 Ts W ' # S.S. BOL : AT _ /,P3 - I EA OVENUP jl [ _-____.___­____ , - -, _­_­ ___­­ �_­ __. � -1. :­.41­ , I ­ -1-11 ­ ------- ­_�_ -11. _­ — - 1- ' ­ ,--- _______1 5" (I r ,( i L/2 1 jj ...� #. -. ,_ r ,: I . f I T1 1 1 t ( 7 , I -_------'-.----..__ __:.._„._-,.____e-- .­,­--i--------.__. „. ..'...__ ,,.__.'___: _.____:.,�Jf�_.,,_� .._-_I-_--,.-.--.-•-__:_._._ - . .,__,_,._,:.' °. '. 'L 2) NOTCHES A7 S ' i . LTDN a LFE SAFETY [ I t,L' 1. A 1, PANEL BOTTOM CORNERS - a DAL.(�, N N. , _ _ .._i_ _ __ 4 - ,,-4A"RIM� .•iIY REAP_ �.. .� OR - WING NUT AT .I�L1TERIOR WING NUT AT 13"' �_ LEFT PANEL - RIGHT PANEL. 3 1MX INSTALLATIONS ONLY VAUD FOR WIND 1 MLA. R-IA/13, R-2A/13, R-3A/14. R-1B/13. R 28/13. R 3B/14, 1 MESA SPEED UP TO 170 ni.p.h. 100, R-RAW/15, R-2AW/15" R-3AW/16. R-18Wjf5 R-2BW/15 R-36W/16. r. ___..__._ .___---- _..-_ .. .---- _...._ANCHORS (SEE SECTIONS & ALTFRNATPJES ON SHEETS 13. 14 is &16) .._ .._. __ I_..._...-.. ____ 11'r NA%. GAP UFE SAFETY STQRM PANEL (-i ELEVATIO,N (t) 7 -.. SCALE 1/4 t' REGULAR 3 H87 t REGULAR �...,•... STORM PANEL (VA ala!JW t W4MXE VALLEY') STORM P tit . _ _.. 11i1 /4t9�IFFIN NN r-_...__-s_�^+-:'r'_'-=-_I: ...._..__.:z.-� \__ ,_ _.. .. __._e __. __..,-., �.__=n__.._r_.._..:.erx=-- ._zr _ -- __:#max r.:` iw^+_...:cr_..�NE.Lra' 1 1*: s LIFE ^]APE v PANEL s'P; "iy, FLORIDA BUILDING CODE Nan High Ve1o9i1y HuTrpoHW Zone) ��i '�y,1c6, ',<(JR#p►.4 °$°`°''. ""c" 24 GAGE GALVANIZED STEEL STORM PANEL 'ORAffix 81„ .. E 1 � F .4T Q f Mc, GLOBAL PROTECTION PRODUCTS, I.I.C. 07 aI SECTION A -A t600 S.W. 5, STREET RAl ]w. A4 w JnT,1 alwe. R b ft"Im FL as314 SCALE 1/4'-I' - 0.)N1--Jz.t AN-I.aN PHONC:(954)BB-r6i5. f-Ut TB54 -6T9z 20-175 0.1"•aN^' — 0fl4WVt0..; rA-0op9719 �, �dAIWi".TIIIE/GLARE wa3m A T413T y.. Pi 11 m +t-I SHEET It OT to 44t IN IO IU E-08 LIFE1, INIQ W-QQQ STRUCTURES _ '.. ._ _ _ _ .. l _ j''''"'''"�'"''°"` h, - WINO HFAOCR •31 __ _ OD N'cADER ! __ -,1 Y, _ __ FI _Wfl00 HEATER 1^�._ !,t WD00 HiMER t`' �ECiMIRED FAUIRED� I AEOWRED A i I' BfOUfNcD ry #, 1Z4'0 TAPCON /4'9 TA'x'ON •, :, �4'9 TAPCON j{L, 1? k 45f TAPCO71 '(, ANCHOR O 8" O.C. If t - j1 CHOR O 9' O.C. ± 1 �'Ii1 ANCFIOR O 8' O.C.` i yt OR 6 8' O.C: 11 11 `I. % T1 I Ili _ �} �/ NT. _ If2` .1/4' - H t --- 1J2• -I UNIT i /+• li 1/4- 4/+• i 7 , " , MAX. 1 ... j', 11-.___...-..__) F /: ''I MA3....__...__ + !'f, N'� pyyt,� _i m M. m M M.` I 41i 1 1 1 1= i 1 ..-./�"1 1 ; ! 9 I t& R ; ,_(1D i..- i -4'� J i. }✓ I ,/a.-2wl' 11 I !,.st U 1 Tffi€^:P✓xasn i R f . r'.. ES Ian w a i Y Oro-za+t• % ] ss, e:ars W ( TT �5&.�R-01 tH�w - ..,.,/', .. ._... �,";... �: :.. Ar &,. ��, t7Ir5T1 #jl r IS, w Ib y�' .:. .. ;., Y,. E u cfi. {i f"' FA pA E OLAS$ q A „'� dAs 6A EXP3T J i i C+LA+"S zG, , .'".k (0 for E7(6t7 1 1 -, ;... { : q 7" ' , r =fmSMR r-K7 GUSS $ s . C.- _ _-; .. Q �" ' I eD�It CAN 7*-n per" II ^ _ ..I ___.- . ) (i It ( 1 I / ! % MAX. IT I Ii 1 1' AMA. ry I ! 6: / ,.;. ...r=_.;. 6. PANEL LENGI ! 0 }..__-1 ti . ._.J..__ PANEL L_WIN L. 0 .- 1 1. Ma%. fw ) (SEE ELEVATION U - I PANE_ LENGTH A ..__ _il`- i`--•-'-e H" ELEVATION R 1 I PANEL LEWIN B t ON SHEEP 13) ' n t # NON SHUT 12) V .. ._--_ _ -, _> (SEE E1EYAt10N a _. r _ _..I g - ..-__=t'at==r -` �� z �" a - -- -". 1t 1 I ON SHEET 12) a I 5 R Ii: i SHEET I2). 9 --I _� _ R t a i.-_�__..3 a 1 WTI. I L1 I __ p_ ' . I - . A 4 Md. ( _. T- a"- SEPARA710N I rt- '7-- -'`9-.-TT-y ir-SEPARATtWu_.. I t 7t�_ t Min. i _-I 7 p� TO OLASS. ...I _ _-.C3I 9 I' Min. _ 1 f --t',f - 8 -* GLASS. 1 L/2 SEe'ARAnoN^-. C' '1 B I n TO OUSS. I - 11 I ( B-'--SO GLASS. - I ( . i ( I I � i , 6` I r•-;. 9 f-I 1 ( f/2 a TO CUSS. 4 _ H" F 1 I .,i,/r r - -I .12 I/r I -------.I-:� r f. i E ����lii ED - I x Ea - 1 as EQ _ -__ 1 __ i 1 1.- -1 I I "Is .1 J 1 I - j i 1 . ;O S _ E4 _ f 4 E'#O ..�'.! _ �' ,�!' �i 4'Pa E -' _ ,-i ____ •11 u"I 7 ° I 1 1 1 ,II ew.iS k� i .._11 d .._.{j''I ..,._.(' 2`x4"WOOD (1 p � L 1 i5.'T[%. MS. I ,, P', ' C.✓' i ` ....d PUtE (I '�"� eaLas w. P. RFO}RRED 1, I I I' A 77 t pat 1?4'0 T 1 4'0-1/1" APCON TAP" 9 TAPCON 2'A4" N) " ANCHOR O 9' -_`�.�, :G D ,:, 1 ANCHOR O 8 O.C. ;. ANCHOR O 9 O,C. PUTS i l) r 1 4'w TAPCON ' ;, 9'TACt','a«REtf w/ _`U. ., 1 STAGGERED) W/ SI UO `. 1 i f REOU!R''Bkmv . ''f t '.FVotoR O 9' O.C:. 11` it ',w" WIND - _. .%4" W, , �; c ,� 7 TE ) LATE j i. ".� ..... _ __ :." `" ' REQUIRED , __, - Y.._ ....:_. ., _.� REQUIRED x..__ u ._.._ -1 _.. -TAW ALTERNATIVE R-'491V �LtIFRf�ATi R-2AW RNATIYE R-28W ALTERbiATiYE 1-11 1 REGULAR PELS him ETY PANEL 2 RFOro, R PANELS �iE SAF E3Y PANEL WALL MOUNTINGS '00HNNN WALL MOUNTINGS SCAMP 3/8-1" .�..'T'.. ,rte, SFJ,LE J/H>t` i•i'1'✓ih� .��,-`` DENS ' NOTES, ... ' FLORIDA BUILDING CODE Non High VRloofty HYrricanot Zone) .3030 TL7I3X!, NG- PP_ I. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN , 44167 /^-^ ---�----- 24 GAGE GALVANIZED STEEL STORM PANEL ORWIN an PRESSURE RATINGS (p.S.f AND PANEL LENGTHS AS 1 * . * F""� - f --' f 9rf27/292a PER ELEVATION ON SHEET 12. s..a:_ STATE Dom?-," - i96.i ECO E.a. .GLOBAL. PROTECTION PRODUCT A LTC, att� 2. FOR NEW WOOD FRAME CONSTRUCTION; WOOD ;,t. TIC---" . -:.R END+NFERavp:. MP 4" S.W. 51 STAW 44yy I��x 19 AWE[.fl- 3T31A ,L"r �'+ LUR. '• .. Aw u+,. 0A_ 9m.wmN9�RP: (..331M 75 '49f-Iva Ym. a %lY- 5]r lbf I:b9- PAX - T 1,a:w�:tlb�.. P>e7 1 R10HE1 ( ) 75rH t95a16e9-1fF9 MEMBERS T BE SOUTHERN PINE No 2 W SPECIFIC -. EM o / , 4 Zo a( DENS" OF 0.55 OR EOLtAI.. '^A NW rL.+� 1GTMNRE TIE••_.••-. GA-60p®Wm,"T9 aesrw. Me NUWK19 NP. - ,i/ � aii°' fol J. mMn.r rPil ixr I9lly i'PA �' T1'ER A. 'litl.R dr., A.0 m et,n. a s yim }5 pP 1H (VALID ONLY FOR PANEL 1rINSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) MAX. A.S.D. DESIGN PRESSURE RATING (P.e.T.) MNQMUM ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELOW' APPUCAOU I* SECTIONS MA>RMUM PAWL LENG'n1 'L- (It,) MAX, A.S.D. P RE RATING (P.s.l.) LAAttIATUAT AidC1YQRS SPACING FOR MIN E.D. PER SCtEbUtE BELOW TO ' g, f MaXWUM TH LENGES 'L" (1L) TAPCON SOLM_SET FENN.E 7Q — PU.S 7ANAC-NAHA CALK- 11 & 0 TAPCO7N SdJD-SET F-AN-__ 1tl P P 2NAAC-NAJUN CALK--M m - ia- CgINItAE#E - TO TO �i TtdN r0 _ m lq N CR CONCETE CONCRETE CA/BTV�iiQV - THEY +6T -63� TO +73, -TO 13' 11` f3' T3' -1 13' 13' IY t$- k2- 13` (TOP 6 -H". O R LY3 +'To -76 13' S' 0 r 13` 6 1 " %2 TS` $ 1 2' / 7 i ` /2 1 ' 5 ? / 13' 41 2" / 1- LA . 5 -6 tR 13" it" 73T TS' 73"" I3' 13" 13' 13- i2` t3" 113.1 t {Bp77OM). 1J- b t/Y 13 T7" 23` 13' 8' 13' 9' ION ,7 1/2` 13- V t (BOTTOM) 1 3 tf' 7 " 3 13' T3" 13' 93 t - 3' 13 1' 2 1 3• t ' 0 2 OP (T ) t " 3 ^ 1 t t3 0 J2 t3' 81 ' /2 1 3' 61 2` / 7 7?' / 3 /2 a t' 1?'2 3 _ 1 E1OP) 13` • 13 8 8 ry _ _ /3"��� t3 13' _ it' - t ¢ 5 �S I' 1 I 17° _ 13- i- 3 42f 2'12 f 8� _ 13� T 3 Y ' 3 6. 1/4" T ' 3 - T 3 1 x / H k3T i 3 1:" -3 b tf°' 13 t3 6 4' 1 f 8" 1�, ..} #° 3 k3 i3° 6 1:J4` Ir N 13 & 4{` ! b g 1 13:' 13. ? 3' 6 tf4^ t3" T '" 3 1 3 2 J 8 �t3" 1 3 t3' 43" 1 5 7 2 1 2" / 1 $ 2 1 13' RS' 1 3' T 3 t3 " _. 7 ) 3` t3 93° - _ 12` T 2 5` 2 7x t 2 _ iJ" T 3 $ 1 x' } $ Y. 3 " iJ t3" 6 1f4' 30 " YO ' 6Y 43 f t 2" f I1 T TO 90 6 if4, 2 (SOe90AR) ,3 (TOP) 4..-. ) (TOP) _ 4 itstirpia 3 { P)ICE (eO1TOM) H:.: ('i $ (93y3TTt*): f " 3 7` k3' ' 13` 13` 91 /2 • 13 9 1 ' / 2 10 1 /+Y 7 1 2' / 7 ` 43' 8 2 / M 2 {DOT1O ) 13 J' 1 ' ) 13' 3 13' 9 1 x" J L 9 /J2' 10 7/2-. 7 7 3 / 13' 6' 3 (FOP} -1�- - - 2 S 2 12 1 f f3.. 1 +' 6 f. $ t 4"'� / 12 i /2 6 i a'. / t 4" ' T 4 8 5 f / ' >A.. . (EOr!O ) ? H 9' a 3 13" 3 6 i sTJ F.3 S. t :i r2 H° 5 J2 ^ �Ir-�F 1. 3 i !O 1 J2 3 a 1f4. ffi Tfs -_---A 7` _ 6" � i' t3` t3" 6 t/4 342 f 9" 9 t 3' / 6 1 •. J2 H if4 6 __8 t"• J 13' 13 , H lf{ a "4T2 9' 9 I/2 7 $ 2 J 6 1/4 f 5 1 3 f 10' O If2 7 1 Jx - 3 71 ` 7 2 / 'r. i..." A 2 f - H 72 t2" 2 P Y i3' 6'S t3" 6" i { a d `$ 4 x 3 J H YJA 6 4J4 a (Tear 4 BOTTOF4. { ) (T"Y $ (BOT#DM ) EF ) $ (IiOTt.*•) o 13' 7i/2• t]' ! 13' [�° 10` 13` 1O` Tt' 8' 35,�. TO 8 -0- [ 5" t3' 10 tfi 73°. .fi 1 2" 13' $ If2' 7 If2° 5 tJ2 ka, :s."i/2' t (TOP) >5'-8' TO 7'-5` 13' 7 T" Of 53' ' T3° ° 13 '1 D 1 J2 Y3 o i 'i 1 2 / 1 f-BOTTOM f2 Sr8' 4Y. - T ( ) Ts- ' 8 t J2 t 1 7 3 13' 1' 3 @' tJ` 9' 1p' J /2 13 6' 13° 13, 7 t/2' 7 1/2' 13` 13, i3' it s3- 1q t/3 ,s, 73" 10' 10 tJ2 i1' it 1/2" 8' 8" t3"-#{-6--t-f-4-" Ir ' T 2 (TOP) 2 (EOM) 5' s3' 10 t/2 iT 6 !f2' 13" 6 1/2' 7 f/2' S iJT' i3" '# If2` 2 (ri7P) _s3' Ir r Lr 3 13' Is, 9 1/2' IS' 8 If2` ip t/2' 7 T/2" 13` 7.6 if2'.2 (Borrom) it _ ? 1/2" t3' Is- t3' 10 If2 Is- 10 i/2" 11 I f2' e' Ir I 7` 3.('Tt�) 13' - 7' — 1J" ' ts' . 72 1/2,4,1/2' f3` 6 1/4-. 9 1/2' H 1/4` Is- 12 7f2' 9 1/2' 6 Ile 10 1/2' - 7 I f2' - t3` E 6` 6 1/4't6 1/4' 3 6a<') 3 (BOTi�OM) 7 1/2- ] 1/2' 52 1/2.12 9' 4/2 $` 6 1/4'18 ? 1/2`= 1/4` 4' 2 9/Y H` b 1/4` a If2" - 5" - i,/2' $ Ile 7" 6 1/4` 3 (BoTTOA) 4 tom) _ 3 i r H`. Is i/2- r 3 I/2' e' 4' 4 11/_2 3- H f12-i2 1/2- 4 (TOP) H' 13' I - 7 1/3" 8•' IS` - 13` 8' 13' - fiq iJ2' 8' 73' `10 1/2 `t0 6- 11 I12 i - $' B' -k1�_ 13" -'i` 1 7' # dBDTTDM) $ (T#K') 8` 6 yi-I - 8' II' 5 I/2'I - 7- - 4 (BOTTOM) t3' 6 TJT` IJ' 13' 1S e' 13' _- e' to_ 7 If2" 13` b' (TIPS) t' 3 r 7" I` 3 3 1 3 1 ^ 4 2 / 13_ _ 9 1 ' / 2 t0 1 " /2 7 T -- /2 13" 6` s ROIIOId ( ) 73` 7 1/2' t3` t3' 73' 1) If2 s3' i /2 T t' t /2 e' t3" + 7` 5 (80rFDf4) 73 S' T3' 13' 6 If2' 13" 6 t/2" 7 If2' S t/x' f3' ,4 If2` H (TOP) 43' - 7 If2" - t3' $ if4" 1 /3' 1 €' 6 f. t3" 8 4''6 .- 1Ti If2' 1/ 4' Y9a - 'T"" 410 T/2 _ 1t 1/2 - 8' r- ts" 6 4 4- y' 6 t 4- / $(TOE) Is BUTT.`". (.. ) _- - t t/4• a 1/A` 6 1. 4' 8 1 4' / - - - H ffa' H IJ4''8 ($OTT.'A SEE SHEET II FOR ANCHORS IYPE AI vACN{0 CD. #WAUATMNS INTO WOOD FRAME MAL MISS. 0 MMIMUM A)IONOR SPADIHOS AM "HAVA COME U15AINCE ARE iAO1CATED ON THIS .904MLE FOR C.O, LESS T11NI RiDa T£C ON SCHEDULE R DOM ANCHOR SPACING MJ MULTH.rWC SW MD SHOWN ON SL'!NENAE BY ONE KOLLOOM0 FAC70WS FOR TT69 OKA M TO K POSIME. REDUCED SPACING O L4NW USING FACTOR SHN1 NOT BE LESS THAN dAaN" SPACWC WOEATED FOR EACH ANCHOR T-t ON INS SCHMIAL ANCHOR TYPE ., MO!.0 ,1/.,. t/{. 1/{"i '--PNEIM�iIC 1/40 1/r. TWxof - !gift iimi IADN :MITE-* MINIMUM ANCHOR SPICING (I,,,) 3 3 3 3 2 1/2- 2 ,/2 J1atmuMEOSE (114 3 3 t/2' Y 3 3 ,/r 3 DISTANCE RDJ .1,�wmk 3 - 3 ,/]' 3 ,,I 3 ,/z 3 x/9' AL'RSY. MOE D6TMICE E.D.). - FACTOR 1 1/2 - __ - - __-' - _. edi 2 1�2 am -- D58 3• a9P .Tv_-- 1.0f1 0.45 5 1/A. - ,.W tm «4 SPACINGS ONLY VAUD WIZEN SPAR 15 L Eo, SEE T /1 FOR MAX. AS.O. DESIGN LOADS & MAX, PAtEIL i - Y/t4E#A SPACER 0 IS USED. 1/4'0 TAPCON _ EXISTING POURED 1/4.0 TAPN ANCHOR O 8 O.C" REOU him 11ONCRM OR ANCHOR O TABLE 11. A A.S.D. DESIGN LOAD MA1gMUM PANEL U NM 4D PSF OR LESS s`-8` > 40 PSF TO 50 PSF B'-2` > 50 PSF TO 60 PSF V-10" 6 MAX. PANEL LENGTHS ARE ON Y VAUD FOR INSTALLATIONS W/ SOLID SET ANCHORS & W/ Q5 SPACER AT 12 1/2" D.C. INSIALLATION 12F 5 FOR LIFE SAFETY PANEL 1 } INTO POURED CONCRETE OR CONCREJE BOQK STRUCTURES ._-�XINo Now O C ' i CANCRETE OR r/,, ,e` CONCRETE BLOCK REQUIREI - ID. r _ 1/4-0 TAPCT-__ E#OS"W POI 10 ANCHOR 0 9' O.0 -- _..COT WIT OR . CONCRETE BLOCK } ' REQUIRED. r :r 1/4"e TAPCON E:IS'RNG POURED ANCHOR O 8 Q C CCINCREtE OR f2 :' CONCRETE' 0=9 r f REOUARED. "' 11 /lAl i f 3 V, l � /:' 1 r t I p M1 T IF-3EPARN N - i. Ohs' CIAMylya TO GU 'T � 1AY,19 w CLASs a_. ---- k f Ad th iN84iP 7 - . _. It' r::- _, RA. AIR Poll d t 1n£Ri QIvP Y-n 0 I . I 0 1 1 L' Max. M _ PANE L EL EVATLENGTH P .__ - (SEE NEU 112) I1 1" MIrt. I ONT SHEET 12) /2 r,. (; I FDe i? >£ L _L' MAX. PANEL LENGTH ( FEE SEE ATON T ON SHEET 12) 3/4 ..r'' ,--I ...-..,..._...._ r'4 ry e.,...- ....___,..._ /// . :Af r J... TAPC9N ANCHOR O 9 O C. __tf{•f TAPCONl"i I ANCHOR O 9" O.C. EXISTING POURED CONCRETE OR �x15RN0 POURi➢ C� OR CONCRETE BLOCK REQUIRED C EGPI,N LS Z`ONCRL'TE BLACK WWRED WA L MQ�INGS STALE 3f8a7" sm SHEET& 15 & I6 TOR AACHORS ANCHOR TIME TMI(4^. TYPE , SPACING FOR WSI&7ATONS TWO Q1~ ea", ,AAIC BARE"113 MINIMUM AWIOR SPACINGS 1.0 .... -wow A *44 �"..NDTS, W :3 AMYOrN,; iTNJ wTsxxxlT.0.T LbnN'ea PbrA GAY VDOE DISTANCE ARE ONDRA-FED ON THIS %ZKMAE. FOR E.D. LE$9 T1RAN IN0TG4IE0 ON REDUCE ANCFgR 9PApVAi —2- AtTiNf. EEE ASO4YEt �cBi fYRRORI BY MULTPLYII" SPACING SHOWN ON SONEQWX BY THE FENIINPWR9 FACTORS i T/2•., -_-.' .____ 3 1/[' _'--. - OX _ _ __.._.. D61 MR Ties OPERATION m 8E POSSAILL REDUCE SPACING OBTAINED UHNG f&-IM SIOLL NET BE LESS MAN •— 496 _ —_._._. Y"t" SPACIAL g0tCATEO FOR EACH A1R'FKNi TYPE aJ THIS SCHEDULE 3' -.__.. _,_.. _ 3 I,M' E O # ,,J,,V t I I 11 : I — A I- Mir,yyy I — It f '_2th,t• E%I5TINO,N� SEPARATION y 1 _!!4Y-mI•EXISiTF, ,-j�7 _-'�- 3.TsOLA45 a 70 (R.A55. 4 j _._ _%I �R.ts wCU.55 . _ - E_ _J,qir�. W -Y '-'AlfA8 t7 -_.0 We MR TINT iF R f i N Ia%m+ aav r t II ry a 1 1 11 n "�__1.. ._1 _..x...- __ ) 'L MAX. a 1 n 'L• MAX M. _ 3 n PANEL LENGTH - PUN gg $ EL LENGTH �' SEE ELEVATION N- t. _ _,.. . . _._l. _..: ( 11 ) (SEE ELEVATION 1' Min f ON SHEET 12) It ! . � -..+ ON SHEET t x7 8—SEPARATION I 11 1.... [[[( 1 n t0 CLASS, N iL....._.-..,.,_ �..._.d_.__I I___.__ - _ .,- II ..... R -'— 1 ". 1' I 1 I i f Y K _f l T 2 / 1 , Lf 1 61 E.O. 1 £O _j 1 � 1 r r$ t i EOT 4•r_ 4• EO - _ 1 4`A^ a' }- . - - w teJ2E�3! N.S L XIS Y3. 1 'fin {, ,I' . I2 t 0G. -E : . ,2 I/2 O.C. f .__1f4"# TAPCON g,>: I/4'A TAPCON ANCHOR O 9' O.C. ANCHOR O 8' O.O. CASTING POURED CONCRETE OR . EXISINNI POURED CONCRETE OR __CONCRETE BLOCK REWIRED '-COKRM BLOCK REQUIRED, sEQN R-28 Q LIFE 8A>:•ETY PANE€. WALL MOUNTINGS HMnNFa.. SCALE 3/8-1- r------ IN TALLATIO- 10 JJFE 5A Y PANEL I INTO WOOD STRUCTURES ry INI_. _ IIt 7. WtytXNJ HEADER I WOOD HEADER _ _ h _ REOUfREO ..8 -WEWIRED t ' 1f4.0 IA"' : 1 4"e TAPCON 1 i' - CAWR I. 8 O.0 r Rr1 HOR O @' O.C. F ,{'- P I{t ,1 r ("2 { {yp�7 -I If2" , J4" t/2, R J+. _ M ) dii"1111, I j,I 21 l ; id n. ; [ , f , A ;.. r, , yam, g � M L..3 i - L_,{ e 1 17 p I Q(....if�2mr. lr•-J t a . -O„B �. E � Y � ", T Ai EA GLASS I� , , o I ..: i (U rae ' 1 P .-;«. - .. �T ...) T h S 1 i L0R21H a)wR 7-W'T U :r } j(((t A i "L' MAX. A II R-_.-`__— -_--_..T_-.. b` WE LENGTH 6 I PANEL LENGTH ELEVATION K i ) SEE a i (WE ELEVATION ET It ) ON SHEET 12 i i �.- .._ ON SHEET t3 _-.. 1 H 12)t I7 1 I µ � _....__. I__ ____ .... IT i M .. ----sErARATwP-- n r Mn. i /-, , -- TO �13.SS. ) 1 8 11---SEPARA710N-- 1 _ I It TO CUSS. r- I I 1 i 1 1✓2 I T 1_ 6' - E _ 7 '� _Y .. {t F . f01ar at 1 qI I L F• - ! il— IEDL ) 2'44 WOC),ft 2-%4 WDO �' PLATE ( i . PUTT; _ , REQUIRED L .I 1/4'0 PANELMATE. PLUS REQUIRED Ir1 1/4.0 PANELMATE PLUS ", . '. ItNCHOR 9! 12 1/X` p,C. _ . ,.ANCHOR M 12 1/2' O.C.. Ii } _ ..`'' . I TERHAM R` AW ALTE Ned ATIVE R- ��� 1.......I,NNJJ.. I WALL MOUNTINGS 6kTi101' sGALE 3fa;t" 11�P,'-'�4­-!�-,--, i 'NG 4416T :. = FLORIDA BUILDING CODE (Non H1 h VelocityHurricane Zone) ���x�Px+�,' t334i3ud. * - P2990 TIA= I`c fl. `*: S _ 24 GAGE GALVANIZED STEEL STORM PANEL 1, INSTALLATION ARE ONLY VALID FOR MAX. A5.0. .STATE OF �' DESIGN PRESSURE RATINGS J$ 40R GLOBAL PROTECTION PRODUCTS, LLC. °T a 20 (p.9.f} AND PANEL �PF. � ,I E C O Eafc. LENGTHS AS PER ELEVATION 4N SHEET 12, Af Gp� t 2, FOR NEW W9N}0 FRAME CONSTRUCT)0N' WORD A///:SIQIYAi. L` TitLTT TEAiM9 R ENaINEERJ fO aaMPAMT MOO 0t /±+,.Gy.ryys„C;j 3JI3 x9, xas a >a xe i.wT%A a u,w ai-. FS_ 3sn4 20-175 TO BE SOUTHERN PINE No 2, W/ SPECIFIC NNHNMNtMI ` {. ww„ > an-IIUa F,a. P4O m-IA!, PrtONZ� [s6i#B5n-7�, rAX (�s�-e7Wr MEMBERS /f YMf1 . DENSITY OF 0.65 OR EQUAL e�p +x> .P�.r.., +.T Y.I. a .R CRAPP I 0L SLN/SI'X+mtIOEjUATE *ALTER A 1RUT Jr., P.E " m IA•ii4 '3- ._ 7 SHOE; 1M W 1B _4 -_ U (D U) N m L_ N "' U N 0-0 C 2 C .& Co U "C a) a— a)N O � ja C O a) act C V r'n^ O o — � LL 6F- O M > V J — //� VJ V./ ZCo W O `^ 0 m C%j . _„ C1=1 t al 00 W � r-,,.�e= S . � N I= b U7 C'V Pia = 1M _ci N J N 7. iPrs.pF•C] CD = C..6i !2 :,., -.11 Er I:.1 — le L.W ^1 (D (2) -0--i 4--J _ > O L C/) 0_ CL (1) U =3 m 0 L_ 0- 0 a) 0 CIO LLI Q z Z Q _J d SHEET NO. SH 1.4. __ TIT I_- 7 I i _.. - - _. I I __T _ �I I 11; I l", IliI II Idt 0IIIJ;tla VIII,d111T11I�.iS�,7.- I I L ,- - I T - I I -II - E I/is, EZS W/_18 ANCHORS ---. _ ----- -- .(SEE SECTION Eat 3 ALTERNATFVE £iiWDN SHEET Fa)_-__ _. _...._.: . 3 -.. t' MI ^ (SEE I Mn - 7, ;( NOTE 2) 1 t ,10 V,[SEE 2} 1 j,4x, sM; y /z' 6 �y Cat END _ TZ _ 'Tj., '-'� _ 3/96'a ALLIMINUN 7 - "®T-�"f�ui+ RiVEi 'k t.A_'T PANEL TO 8E INSTALLED AT EACH OPENING SHALL ALWAYS EF DQ , ! 1° i ' ti i ' o 0 1 la ' laid-� o o I 1 I. - -- -_ PROVIDED W/ REAM ,ANGLE i0 FA-GIUTATE INSTALLATION it- INTENDED T'? BE INSA.1.€2 ERSiM INSIDE Df S)Ri:CTURE. -?I E Ii `I ' t-' 1 1 "f I I i ", I/2'F11_1'1'__L'j1_L I i I 1 I I I .aF^� {! -. -I I k I S I i r t `� i i I I I I I iiI I I I I t 1 I 3 PEN.I � i 1 1 jAT , i I NQI."i 1i .._1 .� 1 i ��... ._ t 1 __- .. -�. ._-.�.. t ...�. 11 zvst. '•:XX i _.... .. T._..t-r, �, ..T. _ _.r.._ f_r + ., .-...-,._ r - ,-T- .. r-_ _.. -. f 1...-T._m_ i.. ..... i k -r_r - _.. 1) FI ,T E SF s� t ,, r OF i' ( [)C.-.s.S...- ADD e-z HANG STORM PAHEI. 5Y5"R:4 '�{ENS PANE:.) I : (1r,nERmR PANEL) (INTERIOR PANEL) (NifER10R PANEL) LEND PANEL) i LIAR, CONSISTING OF PANEL ,L. Cant. TRACKS TOP & BCIITOM- SEE NOTF_5 2.. A. 4 i i ! I 1 4 3 f 1 i, ! `SEE NOTES ?, ,'s.. (2). ENO PANELS SHALL �W -: HE CONNECTT.D TO BOTTOM. TRACK ti a 1 i i t I '. �. I , I I I , _ 1 OTHERWISE. A STOP CkAR 5Hf1rt.L BE PRCYhDE11 AT TOP OF Si7cN i i I PANt15, i11{ t € r• € ..I. 7 i I t 4 I ( PANEf. kE.NGn1 ,. I 444f -"{ ,,,, t i�111' I y i I i .. ,.. Ir �) it4 i .. 5t{ I f J'. p. ' * ..l .'1...' W i tl'8 +. - AO.O n.e,r I FN. m.,, M.:^_T - x fr TRACK, CONNECTION R, j ( I.,.I ( : C3j. F fl r"ANr.E. ARE, CON E.. E13 Li 8ff ,'lM RAC.. i,Q ON t 1 i ..0 i I I C[ Y[ 1 7 Yf i i j i +. f 1 E _. i_ i_ I_ ,. _I ?. i s I SNAIL CONS*St OF I/a'A-9O.:7/4" M.S. W/ •718,001=2" WING '�) i 1 l j gal f 1 ' ,* II f ' f eCtt?ED PANELS W; ,Jae->,° , NUT OR i/4"cx3t'd" kin, T.4tU0.iB5CR.eW rNTO TAPPED EOTT`JI+{I i as. - FASTENERS II • I BOLTS tr N £R i aT Ail TRACK. Lo .TN7N fEF MAY BE AT EITHER OF TWO I ( € ( I I I i I I I ' (SEE SECrKS A5 APPLICABLE) EXTERIOR FLAT 11,ANCES OF END PANEL. 1 t___I ' ) '_ i_ _ ._ _ _ �_ 1_ _ _E _ ...1 i - 1. 509 , Y-. s L I _ __-� 1 _ ._, ... I _ t I 1 ,... _ - -. QF to - IN SASE THAT ND PANEL ARE NO DJNNEC BOTTOM E 3 L TLD O 8 -.,_- ..-_- _ _ _ -.I .. -`""__ `_ _ -' - _'- ", _.._ _ _...,,._ MAX. 'a. a q TWO 7 ( t TRACK (t._ A S E BAR 17 ON_Y USED A TOP) AT USING � 1 1 1 j -.-1 1 I i I I' 1 I ! 1 .:T i I T I 1 i I I PANELS SHALL Pt EO'MiECi -O BOTTOM TRACK uSItiG SPECS � 4i�T�i`"T®`� IN SUCH CASE. CONNECTION t:f �'i-�r�"";� 4 i �7j IND CATE'J ON N6"£ (5) i I' P., 1 i44 PO'i-Y��'---�_+ f .k6DVE I - JJ�L9,. _l J....LL1J111 JJ_LL'..iJ1LLJ.l� i..1 J,l..LIJJ_LL JJ11! LJJ_L1_-1-J-14___ 5-..-_.__._.I PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION. - ° c SEf NOTE a --�-��-• f ,' M ,:r.E .{'� ! ry ;SEE - 3" 1,4n ;,. j' INSTALLATIONS ONL`P VALD FOR WIND Tdc'TiE 3 1w141 W h01E _ ANCHORS r SPEED up TO 170 rr.P,h. .__._. _ _ __.___ISEE SECTION E21 & ALFERNATVE E21W ON SHEET US) ..-. EZ1/tB, EZIW/IS TYPICAL ELEVATION F HANG O P Y T () SCALE: 3/32..r f " \_ /4 an»_ DAP .1 KlKLE VALLEYy; f ` .' 1/1� MAX CAY c! ._ �C+ �aT /'�4i 7EC t �ON AAA `TgLt„MrNNNaer SCALE. 3/32"=t- .�Eap Tll"',e yv r P... EN •:"r',p FLORIDA BUILDING CODE Nan High VetacIt Hurricane Zone] a 31: - 416i oxxo 2d GAGE GALyAkIFED STEEL STORM PANEL -e�._- * : Tk a �` i I PROTECTION PRODUCTS, LLC. °'/IT/EB e *TF TFW �` �j'L3•,t," i+ a - p, NP t EKGi"I'v 4 CGY ANY +BDQ c.M. 't 5". iP SH Mu. f �t� PpMF% tii4Me8^T&19, r0.tr C4:N7t.N T 2Qi4 ,.. ! lltel[9U tmu.-r f' h {� /L))•.. A ----= CA-00IMI"i xs1 ,s PPm4r mu: Tar ve ue., GN•%•'L I µ TY)trllLT{iltt NAF.M1TSt A, rlillr has PE eB eF*o-Y ! : +AfL1'f Si Of t% _._. EN•GINt;a--1If !G ENGINEERING EXPRESS* PR13DUCT EVAL"LIA.TION REPCiRT September 15, 2020 Application Nsn r. t7 -._1 - R2 EX Project Number, 20-31543 Product Manufacutrer All American Shutters and Glass Manufacturer Address` 1540 Donna Road West Pekin Beach. FL 33409 Product Noma 8 Description: 24ga Galvanized Steel Storm Panels Large Missile Impact Resistant Scope of Evaluation: This Product Evaluation Repod is being issued in accordance with the faquiremants of the Florida Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter 61 G20.3.005 F.A:C.. for statewide acceptance per Method 1 d . The duct noted above has been P P l) Pro n tested antlFor evaluated as summadzedherein to show compliance with the Florida Building Cade Seventh Edition 2020 and is for the purpose Intended at least equivalent to that required the Code ( od i P P q a4 by Re-evaluation of this product stall be renuired fallowing Pertinent Flat ids Building Codemodifications or revisions, Substantiating Data: PRODUCT EVALUATION TION DOCUA.€1tS EX drawing#20-31543 fled "2 a Galvanized $feel Storm Panels 'HVHZ & Non..-EIVHZ ` sheets 1-6 #i Pran 4g ( ) . prepared by Engineering Express. signed & sealed by Frank Sennardo, P.E. is an integral part of this Evaluation Report- . TEST REPORTS Uniform static strustoret performance has been tested in accordance with TAS 202 test standards per test report(s) #BT-ASG-17-001 by Blackwater Testing, Inc. Large missileimpact resistance and cyclic loading performance has been tested in accordance with TA$ 201 and TAS.203 teststandards per test reports) #BT-ASG-17-001 by Blackwater Testing; Inc. a STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparative and/or rational analysis to sivatify the following design cAtenw I. Maximum Allowable Spans 2, MhumutrrAliowableSPans 3.. Minimum Glass Separation 4, AnchorSpoong 160 SW 12" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354.0660 1(866) 396.9999 TEAM t6ENGINEERiNG Ex PRESS. CON ENGtNEERINGExPRESS.COM ENGINE -EKING Page 2 (if 2 All Amefcan Shutturs and Glass - 24ga Galvanized Steel Storm Panels No 33% increase in allowable stress has been used in the design of this.product Separation from glazing is not required for installations outside of wind zone 4 and: essential facilities. Impact Resistance: Large Impact Resistance has been demonstrated as evidenced In previously i listed test re od(s). and is amounted for In the engineering design of this product. Wind Load Resistance This product has been designed to resisk wind loads as indicated In the span schedule(s) on the respective Product Evaluation Document (le, engineering drawing), Installation This product shall be Installed in strict compliance with its respective Product Evaluation Document lie engineering drawing): along with all components noted therein. Product components shall be of the material specified In that product's respective Product Evaluation Document (i.e. engineering drawing). Limitations & Conditions of Use: Use of this product shall be in strict accordance with the respective Product Evaluation Document (La. engineering drawing) as noted herein. . All supporting host structures shall be designed to resist all superimposed loads and shall be DIG material listed in this product's respective Neanchor schedule. Host structure conditions which are not accounted for in this product's respective anchor schedule shall be deslghad for on a sita-specific basis by a registered professional engineer. Ail components which are permanently oyi stalled shall be protected against st corrosion. contamination, on and other such damage at all times. This product has been designed for use within and outside the High Velocity Hurricane Zane (HVHZ). Respectfully. . a u4 1- Frartk Hennardo, PE ENGINEERING EXPREse 41*00046549, I Cert Auti1. 9885 160 SW 12- AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442 (954) 354-0660 1(866) 396-9999 TEAM @ ENGINE ERINGEXPRE55,COM ErLGTNiekiNGEXFRESS.COH F r ttnm:.g19A4£A ,.FqS 1. -f SH e i 4 SOP i11 1 ,.,a a t -;I•In e,n ^Z, r LfHHI - ' tt ACL RrTItiN. V .t,1'_ 3. _ -, .n r, EI.,Eai T r, ate. nP..i1V :aNt 1�, I-,-, LLhF 1 �*� r[-AO,' P LI .tk1 �., ,L o,,, is r /J .ann,s uv G.L :..I r_ �r mow .. N7 N a r t.c.> a. a -ll m .ai,4 e f TW -1s WM s� - ❑�-rr^aJ - w] ri TN �i i ,,d,�M LLta g_ a. { t� x .1, w.V T- ._ -Ib= tom,;.-� ; r 't4 -. -_ I W W �a n r9 ltwu _ a-a:na «.rc - Q �r CH n1. "LW U Tr- . a Y.' A" - q D z LL $ a� _ t uxs'; a' 'a c .-� III ry D. � rF', t1 � _..,: x1 P- ". 1n ..M L.,,Ili' Y l N 1.1 >t -; a. w 6 tMr'= W D'. ' . c: a .t,F c I..I u P� .TI_ I 1 T 3 . I., r_.. t W 7 1. .rain pp - 10 f Ru O. 4 r r F t u., w B I i, 1 1' I a :. ii 5 n,r,.n :r � - I.• INS -1= - � LN 1.aaD" It d CTiU 1 11 I. JIr- r - 0 H U 1 a ' M WN-e'R b KThA nrF /r . Se - 'i- er_ >' a 1*„ n.n.,nr,�TF �'tr IF1' TF F :rt-FrJ2 Tf] TuLL fiY �,_Bi 9Rl 1 ir4 'I 0TA LL ii n 11 Ill, l w j Offs} 5 ,J u. /r NN 11 n utwl n-!,non 1 r. AWL _xi^i' � z, ti M 9 } �I-raN C; •C� H.%1.:/,� Y f f fi' :Jr: 1 v PC = m P,> E a 11 ,V - : I. INS tl n1 .m Kt >•-l�c V LL au SECTIwI _r _vc:wlvra., Live fb p lA N M _ ...HFnJFF•n r.'• _- IJ10 -Ht�. � I r J L' lP3J+I� I-. -t_ly ,y `Ni_. �:L_ IP 6 '•' .I H Y 4{4 Z - �?GONN TY . rr 1 IF,rY '1- ;{ Y rN;.NU R*, H._ rE .1`I n)I I I _ t"- b U. 3 QQ ,, 'C I"., tTL-. - =o M O 1, rn Nrrn x J+C .''rFr,L a-1 (P'i nTMAif. rrrr•rc1, :YPL MAY VAH`e Lu an W '� Nt n r I K, t)+ . E -a a c.urt d / I . H/'Dn 1•�11 J U:1? i u I r IA - U _G - wba5 f; - r.J_ -r.t' �yy Eg "I r' I *%'I. d E .� NE - I. 1114 - - N L n=-1Nr• y SI ,.,'I t, ,. Q l..E 1i N i i a" NA: G J I C ' E $_L` t F,Var c:.iF.. t e ■p 7 -R C 1 ,. H„. �rtinua PJ. I =vr.' ! �d r-: UN. 1� rl. Y T'U^:nl, ,� R k CLIE - r e s m s' C'.rn,.i'E . f 1 tt� nI r S N� -rrl=" r: Fit �vF R Lg$� - 1. F `w 'Li 1 iACs _ ett I Y :. Y - . - - T D]MOYITFPMKIPNNA100rE CIIY. 3 xF- �,, }"':, 1 L -e P alas L. _ Irr f 1 - .I ..., 2D-31543 ;'x n r. TIP r• „ _ _'F.1• -F- -.Y .•T. PAYS GeamaP -. _ L [" /10PTIONAL TOPIWTION CLOSURE DRAB -LL. 5':r C 11 5 t �nnN , F -w• ��� L L^ Lam,N .1. f l._ti,.e1 .::t:' 1°m NN/IFHIILLI et1)Nl4lttrvN r.-aa ' •J /'�'t' ,$N.;1(f SIRt( MLINnI hH IOfi U 1 FF v INSTALLATION 1 �q II4. POURED a _ -ABLATING G R£TE by _ Tva1'i TAPCON CONCRETE BLOCK �__ ANCHOR 4 12' D.C. v/1Jj REOU)RLD. , ..-" 1/4"0 TAPCiNd " 1 x- `-' �tAxr" HEX rtiFAD TER WOOD Ik`MER )' 1., i� .T"-^ �'I4x1' HIX HEAD /E3r ._ �_ _ '-E'" --.._,- - ANCHOR 0 12' D.C.{ °. SCREW O 4' FROM REDIRR£0 - I . SCREW tl A FROM s - EDGE OF s I I -_ EDGE OP T r 1 L-� t t� �} I _� `f 1. M#n. N ; i. y ,lt' a S :•J t ` t/k'}-2{bt' �y 19 -. SS, RDL15'. I 5.5, BPLT6 r,L.,tr N I i a 0 t/N' ac JZ' R ,-f - U EA LW- it i T 1/2' C11 Pae PAp1 ...' N. _ i i /2" 1' Ma,, it ! Q I i N'-5EPARATIRPi i @ I I i' Mm, i EXlSnNG #) 'fit CCASS�, I AiUt4iNUM P93P EXtSt) nON 3/LLYf GLA55 "l t --�, ^q �,p Gi,,ASS r iO 1'iLASa, I j-) HirUMNVDM ROP __,� R i i ia. 1� 4 `a' a._. _.. ,_ --- I Vs4 'm^li--" ./j 'r B•-O" g "s'r - 6'-O' iS',-.t- 114'P-ZONt' __..-_..,..b-_ _ i MA%. AAR -.__-__-._.I PANF,L LENGTH'!' Sga0yT91r0 _-^ ,_ .._.__... --,. I PANEL LENGTHa_ M__I ! � .L - u___ - _.__ _L_ _.a __ - V. . -= _ (��i R` -Fp I .. I N �T .. V r_SIyARAT)ON-i I o I" Min. i _. V4''0-20.2' tl TO IXh55- I n ? N-- I - THUMBSCREW D50%. @bA x I _1/4"0-20a2" OF "L" R I I ' THUMBSCREW N I x r j 3 t I', E.P ' F I Na. _ _ 7 I Mrx f --9-i FY} _... _,p , } 14"0 TMCtNt ANCHOR i 7 F ✓�,, tit T2" O.C. I/4"0 TAP'CON 11 f, NGPOURED 2"x4' WOODANCHOR q T2 OC C -.., jCRE7E OR 'PUIiE 11 Ste`, tx3NCRETE BtDGN _ ._..._7 R£DUPRED RECURRED. WALL MOUNTING WAL 1,L1UKM SECTION EZ1 ALTERNAlff-JEM SCALE 3/8-1" SCALE 3/8-1` �gttan/NNrN///! 4--"' i,NCEN'Wf` "' t% FLORIDA BUILDING CODE High Velool, Hurricane Zone) (Non ' * MIN. PANEL LENGTH It .0. 441 _ � TL1s,01 rc«:.. t r:. t, INSTALLATION ARE ONLY VALi6 FOR MAX. A5.0. DESIGN SiIN-L- BE 2'-6' g, ,' .yrt• .; 'Lk Y4 GAGE GALVANIZED STEEL STORM PANE! a b,... PRESSURE RATING +/- 40.0 P.S.f. AND 6'-D" MAX 4"`.. M. .�T PANEL LENGTH. a . STATE C _ __. U o t.e GLOBAL PROTECTION PRODUCT'S, LLC. 07/'7h9" w,E,1 2. FOR NEW WOOD FRAME CONSTRUCTION; WOOD - ... "topt1C) rg,,4? NP & -. OaMP +eDa se bt s1R're ':..,,. R..%Ax-a-t, MEMBERS TO BE SOUTHERN PINE No 2, W SPECIFIC 's f'u{+k et -amxPu.w.maOaLN.aTtP. %1- I-1 20-175 M•wr •. aTv-tAY rps NR€1 dF,_ ate Rxx+E, (Ebei669•-YScb. i/R SA`'4I a"bT P / r'4* SJ b` . DENSITY OF 0,55 OR EQUAL. '+ `` 0, Ira--. +ew.,,.,. Mae Y. r PRwtsvc N°. /INNIfNN} TOO /5W',kMT'UREJOATEaRse n,E , tMI tntR W A - ore u4 2 } i atRET fS [1f 45 rl ALL AMERICAN SHUTTERS AND GLASS j 24ga GALVANIZED STEEL STORM PANELS CHVHZ & NON-HVHZ)ig Top MOUNT TYPE AS ,NQ_i0. D v1 I zQ-� . M ASE" ww�°? I,, i � - F M I-,- r 12 BOTTOM MC41NT (CONNTYPE A �( In \ /..N RE"). 0.391" / R 7". , MAY BE AT 70 __ r,r 035 ft BOTTOM :-. T TYPICAL VERTICAL MOUNT ELEVATION NJ S, ELEVATION TOP uP o (DONM T4 PE-, AX A.5 R€ D N (j'A S ABOVE : BSTRUCTICrN J BOTTOM OUNT 8 = (COIN TY PtI AS AEQ'O) xOU E. �. _Bb'IRVCTION O (LOCATION MAY VARY) idaaZ � TOP MOUNT LAs (DONN TYPE REQ'o-) BOTTOM MOUNT (CON TYPE A5 RREQ.'D) Lmax (SPAN BELOW DEBTdUCTION) NANELS MAY BE blOT%DAS Rti'yU1RE13, PROVIDEp THAT CONNES.'I'ION5 ANO OPTIONALY4 2D STT(CJI BOLTS WITH WASHERED ANCHOR,S:ARE US)=➢WiijjGH5AT14Fy WING NUTS FASTENED SPANS ABOVE A BELOt4'OBSTRLiBTION. OVERLAPS 0 MID5PAN ,(USE 4i' RpPRIATESPANTA8LE) VERTICAL MOUNT ELEVATION 2 NOTCHED PANELS 1 N.T:S, aEVATTOIN ALL WABLE PANEL SPAN & GLAS S SEPARATION SCHEDULE: GAUG E GE PANELS MINiMUMSTORM PANt4SEPARATIONTROM G LASS r HV.I. WIND 20NFA$P55EN )al r ALTitnE3 MAXIM M 1 -- DESIGN E! AUOWAKE IN51A11AIION5t9SS INSTALLA"ONSuPEATO ESMJ PR R i ' 3 ' ABOVE GRADE THAN 34' ABDU'tGaAGk , iPO.t i §PAN Lima.{ THAN U s B@INIM. PE T�a,,i6549 CA 1aee5 MAXIMUM ALLOWABLE °,a'u DESIGN PRESSURES rmr T] 10 _.� R ` -4 AS NOTED IN DESIGN DESIGN NOTES: Sr HEDULEs , BIN , POSif1VE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH TNI55r,STEM"SHALL BE DfTERMLNED PER B�1: c x I G M U' SEPARATE ENGINEERING IN ACCORDANCE WITH THE GOVERNING-G(xsE, E.,SU RE: REpUIREMENTSp��. , ,N5 id 3.. ,i � f A. C RDAMCE WETH ASCE 2 AND:CHAPTEAI MI i ... 7H RII A BUILDING': SHALL BE LESS AN 1609 :o CODE F. FLO...THAN E ..3 - ,..... -_..a .' I _s ��•. w R. u U Ni 'E T E:. E0 NECrATIYE DE6i N O O H ir1Tly R G L T f4 P -,BD ANY E--YVALWES 5 p.E... FOR N PRE CAD E HE REIN ,;.r? 0 _... t.., G .' ". 4a ASSEMBLY as SHOWN 5 m GENERAL NOTES: 41 3;g t i A F aRICATE3 IN I6 SPK1 CA BEEN DE51 N@ AND ALL TH FI T10N HR. G 15H B A m ") w r IL iCCO,,OANCE Wlni THE HER VIDFTHE FLORIDA BULLRING CODE EDITrCYN 202Oj FORUSE TNSIDE RND OUTSIDE OF THE HVHZ. PER Ow O SEVENTH 1AS201, 30TAND 101T(E9TIROTOSZIL9, CONTRACTORsHALLLNVESTIGATE _ W LNDG.EORMTDALL LAC$L BUILDING CODE AM ENDMENTS WHICH MAX I,- D-ESIGNCMEATA BEYONDA55TATED HEREIN MAV REQUIRE u) aDOrTIONAL SSCE-SPECff1C BALED @.'GINEERING. 14033-Yf3IIIINCRERSE IN ALLOWAI LESTRESS'HAS BEEN USEDINTHE PE5IGN OF THIS SYSTEM, t THE ARCH77EfT{[NGINEER OF RECVRD PJR THE PRQ]ECT Uft THE UCTLIRE 4'dITH WHICH THIS DESIGN LS USED SHALL BE RESPONSIBLE. -0R THE:INTEGRITY OF ALL SUFPORTING SURFACES To THIS DESIGN WHICH ' aHALL BE COORDINATED BY THE PERMITTING CONTRACTOR: ECLFIC' SFAr. PrI ENGINEERING SHALL aE R6�pQUIRED u, I 1. SEAPRATE's,ZE n om,rO DevtATE FROM lq�p5, REFEECTT07 AR SPANS cowr'TED 4 1 EREIN. CONTACT4!s EyG1NEER: FOR ALTERFIATE SPAN CALCULATIONS AS AAY BE R TEED, Tiles RETASLEO nER,EIfi ISGIN ERICAWD DOESNOTAR9L§tlE tr1 CCiIP`ry W Vi. AFORE!AT14N FORA 5PeGIF,OSLTE. FOR SITE'GON DTTIONS DTFFERMN7 FR.N W ONUd � O- DN OETAY EEL :A ICE SED:E GI E D E' ED ,.I, 5 LED HEREIN, N,. L N N NE R R R QISTER G TfELT SNA P PARE SITE SPECIF3C DOCUME TS fOR USE 1N 4R M LL RA N ,,,, rn r 'O UUNCYiON YIrTtt?Fits DOtU Eft : DESIGN PRESS URES NOTED HE REIN .ARE=BAEFD dN MAXI MUM TESTED 'RT95IiRETs M1 ��., �,� C y EtrYTDED 6Y A 1.$ SAFETY EACYOR.� ALL FA� ENE S,TOB ' OROR TER SAEGRADES UNLESS N01`ER T R E , N7. 7T E #VISESr ASTENERS S A�LeE CA 'D TUM- IATED OR OTHER R. H AM,. P .4 1J) o i � :. 9 6 .n ,f. pry .O RE516 R Ail. H 7 PR ANT .. A 9 t.- '...Oa" T MATE'CIP1 Da. 'ITIE L VIT SSOVA ION, 'OR AL,UF1Ralfir STRUCTURES" SELTYON 7 3BY THE ALUhI�FI UId A550CIAYIONa M. H Q NC , &ANY AFP,,, FEDERAL, GTATE, ANIll R LOCAL CODES. IJ I fy.. 5T0 A PANE- LLRE ACAS BL C=a,024 L ALL.. RF A a k TR T 6 TR U A o_L,A TY STORK PANELSSHALL CONFtYRM. O AST9 A 53 S ULT R L V r e iTEE 0 V iaE TT SG NITL A M N161 14 F n s I BI G4 GAL RN N GGA N 4 1 U L° Y K LU ALLALD V U5rONS5HLLSE69b3.T6.ALUMINUM ALLOY P f40i N EXTR A IONLE-5S NOTED QTHER,YISE. 1 TDFI`G11T'J'm DETAILS SHOWN hlAY Bt INTERCHANGED AS ETPL➢ Q oTcTI MAV 6E MDUNFED VERTICAIIY OR 1ORIZONTA pLICA9LE. 2. C[)IVCRETEANCHQRS NOTED H EREIN SHALL BE EM REDDED 70 Z1 Q, 1 PriAeW S'BEYONO THAT - CODES N FRDN - ADDITTONAL GE TOT 15 OOCU MENT CATION NI 1L WUM'IOF tl) LABEL - VISITECALCIO)S1ri33 ral ssfr.1 +i PPI 1111 P" aP Mgr9VBIN�iMDExP)rH6e DONV6TOPE FaRAUurIDrWLfl.fna FI'O: T MINIMUM ALLOWABLE SPAN SCHEDULE - TOP MOUNT a i 1.12�11 S ;, m y � G f 1 ? -g 1�_ j � b is •H" H..`UK 0' Q P 23". 24' Zf D' 24' - BuddeW'U' Header 0" D' Ir 2$' Z4' 25" 22' a 2F O' 2d" 29" 2G' F A d'U"Masao 5' 0" tl' 9' 2 d^ 2Y 2 Tr' 2 C 2T 28" M 225e11"d 22TA" 2o3!"" 22$4' 3d$T" I:d3n"" 940B'' OB4 F 31t1r'' ' 2141' 43dY 2I4T"' 3I4I)-" S333' " P- TIB.k "S' g �E SRM.. MtaO MPUra 2a' 2r 22' 9," 2a' yT0" Tr" 29' 22" ?9' 1," 3f` Dxaa Mow, 2A" 2W' Zd" W 4W 23" As' 2s" 4r 30" ST' 0 'U' Header ff P• ff 2X 23" 24" c"5" 22` 2'r D' 24' 2T 260 m 'f`M k7racR 2A" 24' 24" 46" bD' 25r` aB' nd' 3b" 53" An Ism SWd MPNM ' XS' 11- 3i fir " 29 3D" 11" 31 O Tack TB" 2a" 2a" 3a" 53" 55 $7 S9" 6" aT 5a" 35 f t Dn n 106 in 15 in a e ar r: rra P.+ A ._..__ _-__. _.._ _...__. .__ ..�! +�rirorrrvus ov P.crrro. NFJ.eNi�teS,tES'T)IA3}G5Eoi0'IYJnINTLkE+,wrueNvr. da _ w cerzna+.z / i y3OA h BPfi fat 21G-n .._I -- -_ ----- .. -- 2 OMW In'Atii# I. C*.W. 15. Rtgt Ir WNEM h 51r4+,-LS e:SEAT.P "AN MAT NLiT?, "" ,,1-95 1 mr, lit 606 I,, X.16in - gI `L`n."URMfiLCgft'D Pr1l `U1 ii VP, S lob ae Nx , r, . GNma • ire Ia .I'L i .1 rI 4Ltl5URE"+ A dL FSF A.440UILW[f M iN'l0.EtnE a9CW N R4 tAk L R! ♦ 3A G tl B 6ht )Sin I i301 n P U 1 .,I Lt ) t tT x ? 1 I:P w, NF 9L 5 , A RO lL.'r bEL bVi LDV MD N NC 4CR/gt I'rN5 4E W- EO SE itb ROM II'S. I Ri L I t q SS *, 1O65rn 60B rn 2.1§ n 4 4F I rn M T eA. PAN . F FANit A&i Pl L'$TD aO 2.(uY1Th+d .Ytr OU srirot �LTS L+I F iod,48U !,% 9 +6 PART"" r8." RLt q 9THJIan in 5 life 4 5 CC. 1 E3 try 6D, n S531n ._._ _. _.. ..__ ___.��� ��:I 6 LINO I, ,vAYSAraN ,6 HiNIHUrF '4Gq-t HP ++iAi SKO UL01rDRrxL.AM tY45UAR5 x .{{n v 1 5 U-11 to 7 }n .b ND L �0.Yt n D5) nkr Ha ^'7 5h + ai Y �E N(u S B In ... - - _: °eu tPEA n ) Na urnrn,•,. Nkrr:.m+ umr r nwsvn �&AI>I !:-LNtUULt NU I t5: L ENTER SPAN SCHEDULES WITH NEGATIVE DESIGN LOAD a PANEL FASTENER SPACING TO DETERMINEP SPAN.S MAXIMUM ALLOWABLE OR USE PANE L SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH POSITIVE LOADS LESS THAN OR EQUAL TO NEGATIVE DESIGN LOADS. 2- ANEL FASTENERS' ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS NS t.C, TRACK, STUENER ANGLE, TAB USEUES' O C PANEL FASTENER SPACING TABLE VALUES fOR ALk'H' AND'U"•HEADERS (INCLUDING BUILD OUT CONDITIONS), 3, LINEAR. INTERPOLATION BETWEEN LOADS 15 ACCEPTABLE; OTHERWISE USE NW HIGHER LOAD. GLASS SEPARATION NOTE : S I ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD TO DE'TE90411IE MINIMUM ALLOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED 2. SCHEDULE 5 Ili F E WITH POSITIVE LOAD LY, °A ii ! REQUIRED O OR USE 5 SON INTERPOLATION BETWEEN WADS IS ACCEPTABLE, OTHERWISE USE e#` HIGHER LOAD 3. OUTSIDE FOR INSTALLATIONS OUTSIDETS ES OF THE HVHZ AND IDE OF SENTIAL FACiL1T1E51N ASTM WIND ZONES 1 THROUGH 3. THE L"[Aa'3 SEPARATION SCHEDULE I5 NOT REQUIRED AND NO MINIMUM SEPARATION PAOM THE PROTEC'1ED OPENING t5 REQUIRED, /1) 0=PTTONAL INTERIOR EASTERING DETAIL '.;J N,T.S. 'LAST PANEL NSTpUL .+ TADM:NrfuDR 'NII9I., a )2Y R "I'm SOT €x a_son AANEA1 a 7`7iP.,,lull corn ,, E,,,- aiDO` I -" ., l C_­�­E+7G (ENSVRE dNtHDRS A, EGISTIMi CD>rE ETE - 01 � bPAO- G n,4- € ,,CII.N' a : VALUE i N MlpfE 15§xA s.=C SYA✓TNG T4%E, ge EYi<Z. ... AG) - _ew TO fW c.nTI1 ONAL EGRESS PANEL DETAIL INTERIOR FASTENING X Z <G 9 n 7a � V 14 W <¢ � r6YZ' =8mn � X i = a g�+ qq a rx v to H ur L 8 s W t O W 9 Q N - - FRANK 00rNAEfq PC vE o w54 tees .- O.D94' �2.25G°.. J gesT, 2250 -. � 1/ .uux j' '' n T.350". a,750" z ' u 1f 1±.Y' ti.�: -{I ¢,094" N1 ¢ 625 (11 o ER rv. 11. o-� Ia GA q.� rTl Is M o. m. :094" ,; �- @yT.12(Y DS4„ ro T4 p. Tf P v, $ ': W r7 8. ry -O.3 90ti62". rN Ds2": .i '11UUG 101)" 1,530"' O.DGZ 20,375'j ,D62' -t Ta,I25" N D n� „ G- P D62° YR 3 oio Ia I �' -1 " I- T �.Do°t�' 2.00D x 5 250- -.I ° 4.- N? 4,1P1•. 1:180" &'H' HEADER 3 ' ' R 199UILd�OUT 'U' I -EAGER 4(yj ADS a�v.')' zPAN Ll0$URE 5 a E r9-4 m 11 N rji� I 3.360' MAX. $1 - 0.313, 0 1 t 376" 1. "� -=t 80".' 1 51O" p�5 ES 1,51 5b0 1,3 O3.7 SS O4gq77 D.➢76" "' Ra.Ijl�6. 3C.a i r b55' ;19 D,655" irf l : - :F48$ 0350" L:O07' m V- 12-SOOT FANEL 00VE1RAGf� L 0 179 4. - 0�, 19D1_ q.524" 4.250"I 0.056" i )'' O w 14.a75" PANEL LEN $ n n 0.545"--.,�.��LQ 150" , ❑ w m EG a O2A cA P- L 'I'��_`_'�''�'''-�J� arnEtTTDN i O,DS17" _� �- p.040.. T� =� NAYeE T- O.DBS" 0.250"" T,40 1ufrrRun D.215 :ZLS 0.]IO RD 135' - 005" I./1 P TY T1`P, 7 " - R, O,09D" �-0: DO DA57'- /1RUkU-BUT 'F' irtACK 7.:: C B " -:TR @ n R W ' WNONLIT - '✓ A ALLa /IS�_C F�yF ER _ 9.➢a5 MR). _ 0 13" 03].n..45�, 5 Z 0 --P' ,o 6 -T !" Lw 1Q F. E SIGN-+_.--_� OIA Ct jI �_ NAY tlE L;" 2 11 11 u' u _.LI.I F--3.D00" 6.1ZE "eveiREn c-47 2 POE r 4: u PI L7 Typ n.. ., n N1 °"i...aNG[$-'TftaCK. l`E)(7ENDED 3 ' G A � 8V' i' I ) F a :,+EN13 .+vll nit":IJ� Q m } 7E V I Y U - 1ERLA I -i ;'v tt;a caul ixaaN I,r!a fQ. Lei w sT ,T LAP 0--.f .[ '= OVER /�-'+,,�, T J__ �.r b . 4:. MAN nLOR{lERCLOSURF DE All if D.I )L .1111!„ •PacntrE - `OO ;25" MAX, M: O a W BUILD -OUT EN/-,�,-',T�'-,"T,--��,--L'Z.I,�,�',PYn I1 v.+ •ou= A � r =r T �- r1 I, n D ANCE :a F, 'X'tl) MgtIN a f»wl Pr Ur 4 , c J 10 " J r 4 0 Q ~ L^.J5- J 2 d- ). 1 . 1 '� - MBED . {; ffl E LODP i`a N 0'kA 1 Pr'41f a ' OVERLAP aJ 1 w: 3 AX -i > A -4 1 t MAx I'll MAY /", n t ) Hwlrvt 'I T.SOD" w K.Nf-'+F-r. iN.T4 ;A' I N.TI.g.11 g: M N' ff I ..LnL JL.iva d9119y. LLB.. f: -:!L D F n -, li aF <,. a' 4"MA7O...- MIN. 'v" 't °5 ,. a .iH Jdi - two I,� a tir.F Ln 1 T Aw : 5pe y FICORTlER CLOSIA[E DETArL tf" ?J ,M3 :� -� " ) ESg EMBED `• »K FrNI r TIT www.�� �i{ (D TnAP'NIWHTCL09d..DEFAIL. n *--n.,,.,r g G FF a �3 NTS " SA Y ANCHOR SPACING SCHEDULE: 24 GAUGE PANELS, PANEL FASTENERS @ 12 5' O-,C. pffneffig I=1, ffiffiffifflMMENN Is EMEMMIM In 1 I .f. F,.��J _® MEN I 'le _- fflemlaffiffiffiffim ® ®®�®M®F I� a. ���„i///%d/.% L1 @ // /%/� `fGj0Iji i' %//%//r. i/ WX/ %%/i//l/li 0 // /' 11010/1 i9%""/ �/ i %/ !l%%i / /Jr/%/ '// �r M i / / I //�f//// /f; j�/ �MMEW/Z////,V;Ivmmgmv/�/�/,/%/ ® ///mil �%MMMY%/rl%11"I ®EI//Z111��/� ®OW/�.IS�%%�% MENINEREE �Maa M M CEO t- ,�• IF =W=WE691®KMM3M MM®®ItbM M K ➢ � mom M � M ­ �QUM3111"Im BMIMEB� W ® ®WM�®® ,,// 3J4•' EDGE DISTANCE °J i G Mnx YlEsacN ANCNOR ►RESePRE. TYPE !aF snnN 11P +D Py won tm In+r-u' tila,Nnu In uIL11r WNa TYPE) Ci ¢ C3 CA N M CO N E C1 C2 C3 C4 �NM:TYPE CY CZ C3 L4. U•I°.21ENBED 9 3 Mi: FW 41 IAt - u a B - 5Z T2 12,60 1 1 6 0 109" 1 25 16UI 0' 160175" 151116 D'16 67" 1 2 5' 15 6 16 D 8 e" 12 !V 1 0" R t .➢ 6.1" S 12 5 b ➢ 14 E 6.D"' i2 s- .0 6 Ie: 1 0 7.s - 1 z s 1 " G o L4 A" 7 6. 1 as 16 0- 14.7 0" 1Z Z ➢' I,-. Y60- 16,0 SV 7 e.0` GND" 325 125 Y 60" 16.0" b` laT ❑ S-0 7 @ ❑" 12 5 1 5 Z. 1 TL1 1- E 4. ILD" fi1.T '.0" i A 4 n n14 1 2" CKPCC- Y U 93 WOOD SCRE4Y 41 4B 52 72 12 S' IE,G 16 0 10 :1" 12 S 1 6 0" 1 21 .0" 12.5 16.0`10:e 6.2" L35 I6.0 141 31" 12:. 160' 9.7 56' 12,S 260" 9.1 5b' L2.5 L2 5' Las" Y6.0 SL 0 SN-h 111 14.0 3.6 7q "' ri4" $161-' 1 S 2 12 5 L2 5 1 ' 6 0' 16.0' ISAI 9.6 5 " a_A 5. 9.6 $0 12.5 12 i 12,5' 160" 9. 56" 6 E D" - 5 d" 16.0" 316" 5:;611 8' 4" a -1 4' EP .CD, 1f i i i 33 c ,r. T P _FA6' 41. R nk �L�. d0 '1` L#1rIRYYNND 52:. T2 12 '5' IBA 16.Q'• 12 s 1 0 1 b, 1.. 7 5 7 :5" 2: i¢ .W itr,2` Y2 5 x:, 3•" a D 1 3 i s 2 ifi ,a 9.r 12. ' 5 i s.P" 5:2^. 1 .5 16O 11,a" 1,2 5 16,0 9:L' 12,5 16,0" a7: ffm L35 i2,S' fi: i ` 1.0 0,5" i5,0 9Y 12 5 YZS la,d'. 56.0" 9;1' B.L 12,5 12,5 16,0" S•7.• i D` 9.1" 9 D46 1 33 7/ 7 UNI -BRA: �" -0Y. AfPI h if D Nnlc d@ 4a BUS - i b2 I�PWRNN TZ 1 S E Lfi;O B 6 7 3'-. 12 S 1 9 5' 60 L' 5 32 5 Sa @ 5,3 45" 129" _P i6. 40 5e' 1 2, Y-5' E .8 Y" A 4 9.23 1Z 4' 4.a 1" 4 LZ 5 15.4 S 9 5 0" b 25 11T' 4.7 0' 6.2$ 1?3" 4:7" a9" i i " a 5.5 1 :2 4:7 S 25' SZ 3" d: 7 4 D" p 25 32.5" q ❑" 4:T E25" 12.3' C 7" 4.D" b25' Y2 3" 4.1" 9 0" 6 25" 12:3n 4 ]" -1, ANCHOR NOTES: ANCHORSCHEDULE APPLIES TD ALLPROD UCTS CERTIFIED HEREIN, BUT ONLY PRO VIDES MAXIMUM ALLOWABLE ANCHOR SPACING, MAXIMUM ALLOABLE SPANSAN0 PRESSURES INDIC ATED EDULE 2 SPAN ER ANCHOR SCHEDULE DPPLY 2 ENTER ANC,i(Lt SCHIDULE BA5EDON PANEL FASTENER. SPACING, THE EXISTING STRUCTURE MATERIAL, & ANCHOR TYPE SELECT DESIGN LOAD GREATER THAN OR EQUALTO NEGATIVE DESIGN EQUAL SHUTTER LOAI)ON SH ER AND SELECT SPAN GREATER THAN .N O A A R SPANS ELECT CONNECTON TYPE BASED ON APR)YLWRIA F MOU IMNG CO DTTION (SEE MOUNTING DETAILS ON SHEET 2 FORIDENLTTFICATIOFI OF CONNECTION TYPE). 3, "'PANELFASTENEAS"ARE STUH5USEfl iN CY.7NI UNCTION WITH ALL MOUNTING EXTRUSh]NS F. E SPACING TABLE VALUES FOR °-TRACK 57 DDED ANGL ETC. USE B-z$ CI.0 PANELASTEN R N. LEV F U E, ) ALL '0ii°-AND °U" -HEADERS (IN€LUDIND BUTLDOUTrONDITTONS) 4 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS 5 h10LLOW @LACK HDS7 5TRUCTURE5HALL CON WRM TO ASTM C90 BLOCK. E[i 6 LL ' AS NOTED IN A R SCHEDULE, 6 UM EM MENT BE LU DE MWtM 8 HA 7 MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL ftNISHE5 WALL FINISH E55FIALL BE IIMiTED TO FfA" MA34 (3R 5HALL BE VERIFIED BV OTHERS TO ADEQUATELY TRANSFER LOADS TO HOST GTRUCTURE a CONCRETEANCHO N ED EREIN HLL BE EMBEDDED TOUN•CRAClD CONCRETEON LY. 9, WHERE- EXISTING STRUCTURE IS WOOD FRAMING, E%STING CONDlTIONS MAY VARY. FiELD VERIFY THAT FASTENERS ARE ONFE WOOL'FR AMING MEMBERS, NOT PLYWOOD, FASTENING TOPLISCCLEONLY OR SIDECLOUREPIECE5, 10: WHERE ANCHORSFASTEN TO NARROW FACE OF STUD FRAMING, FASTENERSCfALL @E LOCATED IN CENTE OFNOMIX4" (MIN.) WOOD D ( fE"DISTANCEIS ACCEPTABLE LE FOR WOOD FRAMING), WOOD STUD5HALL BE bOUTHFRNPIN " G-D.55 OR GREATER DENSITY, LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. it- REMOVABLED ARE- DEYfALT PANELMATE ALL-FOIN-ice SOLID -SET & BRASS BUSHING ANCHORS L2. MACHINE A-REVf55HALL HAVE 1j"MIt'UMt1M ENGAGEMENT CIF THREADS INTO THE BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK SOLT) U-N.O- 13: MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. 14, M DESIGNATES ANCHORCONIDITIONE WHICH ARE NOT ACCEPTABLE USES. 13- * DIRECT MOUNTING CONDITIDNS- 1 IS. LINEAR INTERPOLATIONTERPOL4TIDN ISNOT PERMUTED FFOR USE WITH THE rvit 5L3H CHDR EUULE5ISTm,3N THIS SHEET. I 01 9 a--P N N r- (n v Ca 0 W � ---a U .� a) O O .� CU U , � � � ^ VJ � o 0 � = 0 J O O .� E 0 a) CO-1-0 O O" I"_ M -0 �'= . - a,i i Q tq2 " "".,, � e2 -cs= MCUP 1= C C a y . Ci C=, ci is ccN C ] . _= x C f- to rC 'n � h , -�C y C�4 no Y 3 2 as aI 1s1 C:- _= G W cn :.E � W, e Cm = sx1 � .> a 1 CL) C as 7 = •4= h in CL _= G /Q » E CD 1 t� - Cn-+--# ". ^ 1 a) AW`) W C_ -+--# +-a W Z3 > L_ C/) it CL (1) tJ U =3 0 CL U ■ V' j) M L. co w c C Q Z Z Q _I 0- SHEET NO. SH 1.5 I III NI, I I ,:u,.;.A I..ill_ 1,-n: fl - 1 �� _. I _TAT__ _ - -I-- _- - - 1- - --...